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HomeMy WebLinkAboutLANGSTAFF 412 i 5 6 FLOOR SHEATING- TYP. 8 9 10 5/8" T&G OSB W/ (n DO rn MIN. SPAN RATING 24/0 Z 15 (n W/ 10d 0 6,6,12 O.C. Q O SD1 9C 17A 28� 15 w 6A 10 j SD1 T 6A SD1 ESA SDt ) ESA SD1 0 L�12' L=15'6" J 6 c+ SD1 SD1 ro} S01 SD1 ---_SDi-- -___---- � U + 3 --- ------- -- - --- -- - - ------- ----- - 11 _ ----------- --T-------- -- - - -1/8 x 12 L ______ 2 1'�HEADER 2 2X10 HEADER 2 2X10 DR BM U FLUSH BM 3-1/8 z 12 LVL DRP BM 1 1 =N 8 W ESA a \ ROOF DECK - TYP. SHEA ROOF DECK - TYP. UF- 1/2" COX OR OSB W/ I 1/2" CDX OR OSB W/ I Yn 4 SD1 rr1 18 3B o \\ MIN. SPAN RATING 24/0 SHEA = 4300 LBi MIN. SPAN RATING 24 0 < m I JOw V 2X7 016• .C. n �I SD1 1 o SD7 i \ W/8d 0 6,6,12 O.C. I W/8d 0 6,6,12 O.C. =o I c J dLL- NWm _ 1p , \� 11 JD I Ih ed.\ CALIF FILL 1/4" R FT. m 13 Ot FRAMING I 4 I 15 O� SL E .� SOt SD1 9B 9B \ SHEAR TRUSS W/E II �� I e SD1 MN SDt =~2 T sD1 SDt \. SHEAR= 3000 LB i FL M x 6A 9B t�iY o � tom RIDGE_-tO \ ------- --J I o CAL FILL W 1 B SDi SD1 _moo_____ _ _ C'------- ---J 1 a , FRAMING •-QK / QpS� X titi rr 0 IgI �y 11 7 8 TJI 110 N 0 16"O.C. 2 11 B TJI 380 3 / i C i6"O.C. W. w Nz o ,�' �r 11 Ir i� rc ID l } C I � V Q�0 3 NKi� 1, 3 POINT BEARING USSE9 024"O.C. I (D 9C 6D wx r 1 6D 6D °M �� SHEAR TRUSS W/EN I SD1 j j of n I 1 ��'pfya I Leo- SD1 Z Q�. SDi SDi SD1 SD1 4 a L a �� w a� 9ti SHEAR= 9100 LB �I I I 1>:I I I I I � � e°' C� z LJ�N> 12 3_1/8 x 12 LVL FLB W N 3-1 8 x 14 LVL HD 3-1 8 z 12 LVL DR B o2 _ - Q LS1 -------------�L-- --J� - z z ' H! 3-1/8 z 14 LVL HDR ---- - - - - - --- t \ o Q U7 a 3-1L x 14 LVL HDR- 3-1 x 1612 VL HDR T P FLASH �, \ o W g~N 0D Z -1L8 1 F @pl _________ _ ____ 3 + 3 II gp y \ 1A b cu -LLJ 2 �n g L=z6' I 0 G, a 10 � 78 >_ I I I I L=-_-i SDi \ SD1 - U � o U 10 1 SD1 SD1 0 - \ r �v 9G I I m OA WI SDt Spt I 1 SECOND FLOOR FRAMING PLAN N -___=====J�=== � vED- �L==-=___1sseAfaeE 1 15 1 A ?,,,•�.� I INC. 20 N I ti S�I:IATEs"• o SD1 SD1 I I IR SD1 q S DATE 2-2z8 TOP PUT li to eP 1 lam h�a�ve-5 E rev � � 2-2%10 HEADER K he�DY 9 a�I I kkkM ranted to a uIIOIng permit pen�dg I 10dNALS 0 S.OC STAGGERED _ 2 2x8 TOP PLATES M. N EI epl� val by ell a abl I agencies. 1 Wj i L 2-2%10 HEIDER OR EXTERIOR SHEATHING 2%8 HEADER PLATE V/� 0 HEWER ONO. 33 yy��1op 1{FppEp uNp ThP 1.9 n r grantln of a permit beesd n �O « ROUGH OPENING W/EN a NAIL PER DETAIL/A B W/EN k Ix18a012'Oc. . app'ov of these plan_ R 701 not ba construed O m pe ❑ or approve any �' !on of the eppllGa6je o m A L J 1-0 4 i EA 2% EN/4 16d U 2X io ordlnaac<N�.1i 1 P`es to e a I ®TYPICAL 2PLY ROUgI 7YP. ROUGH TYP. io� eu(tl(orilY t0 VI01 atP P oYlelOB8Q15W h _o I S3 •o l`VK\ HEADER SECTION OPENING OPENING KING 5ND �1 I'V'Y ��f``' I I a n II he valid. P-- 2X6 HEADER PULE I I N I 15 .A �/ y\ TRIMMER 2-2z8 TOP PUT EN II SHEAR TRUSS W/EN I I I eo SDI z 3-2%1U HEADER Tp (2)TRIMMER HERE TRIMMER(RIPPLE) SHEAR= 2500 LB I I `° �� 21 € < O58 SHIM TYP. WHERE 11 2 2j 0 HEADER 2 2X10 HEADER 2 2X10 DRP BM � `� o Q V 30dNAlS 0 8'!x STAGGERED REWIRED EXTERIOR SHEATHING 2X6 SILL PUTS - 10 - 11 - - - - 2X8 HEADER PLATE I ROUGH OPENING KING sTuO CRIPPLE I 1 `o Q V ®TYPICAL 3PLY 2X6 STU05 0 16'dC LINO. 2%6 BOTTOM PLATE L-16 2B 9B SD1 ° L-L HEADER SECTION TYPICAL WALL SD1 FRAMING SD1 FRAMING PLAN V S ALE:1 4 = 1-0 LLJ FRAMING NOTES FRAMING SCHEDULE FRAMING NOTES (4 T__ Ln SHEAR WALL SCHEDULE FRAMING TYPES DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 Z Q u\ 1. ALL LUMBER TO BE SPRUCE}2 DR BETTER O 0�� INDICATES NOTES APPLICABLE 2. ALL BEAMS TO BE SPRUCE/1 OR BETTEAPPLICABLE TO THIS PUN ONLY q, BALLOON FRAMED WALLS USE 2%4 STUDS 0 16'0/C TO 10-0'IN HEIGHT slLL LATE TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF P Li1 NOTES APPLY ONLY WHEN REFERENCED BY PLAN s.w.TYPE WALL sHIrArHINc NAILINGQ xa RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN = L7 3. WHERE TRUSSES ARE USED.TRUSSES SHALL NOT BUR ON OVER 14'-0'USE(2)2%4 STUDS AT 18'0/C TO 17-8'IN ACT.FOR WALLS U 1. BALLOON FRAMED WALL OVER 17'-6'IN HEIGHT USE(2)2X4 STUDS AT 12"0 C LION 7 s STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 5' B'O.C. °i CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED F- Z INTERIOR WALL UNLESS INDICATED OTHERWISE. 2. BALLOON FSANED WALL TO BOTTOM CHORD OF TR1155 / ( ') / B TYPICAL FLOOR SHEATHING USE 5/8"TaG COX GRADE PLYWOOD P.1 3Z/16 Q O.C.ALONG EDGES AND FIELD SHALL BE APPLIED IN ACCORDANCE TO THE BUILDING INSPECTION DIVISION FOR APPROVAL (� J w, 4. Al HARDWARE SHALL BE OF APPROVED TYPE. 3. 2X8 STUDS 0 18"O.C. t WITH ICBO REPORT NUMBER 1318,JULY 1996 WITH 10d NAILS AT 6'-6'-10'O/C USE RING SHANK NAILS OR SCREWS, a rna 5. ROOF SHEATHING SHALL BE 1/2-CD%PLY OR OSB 4. 2X4 STUDS 0 16"D.C. NAIL AND GLUE PLYWOOD TO FRAMING,LAY PERPENDICULAR TO FRAMING. WTH 11 GUNGE GALVANIZED WIRE 1 1/2-LEG AND 7/16'CROWN PRIOR TO INSTALLATION. f-I s 0 t, 5. 2X4 DAGDNAL SWAY BR4CE-CUT INTO TOP PLATES 10'-0'MIN.LENGTH ^•^^^•...•.•............................. (180 PUT) lD�0- W/Rd NAILS AT 6/12. ( ) C. TYPICAL ROOF SHEATHING.USE 1/2'COX PLYWOOD.P.I.24/0 WITH etl '........'... ........... H 8. CONTINUES ROOF H W/JOGAI UNDER 2% GIST HANGERS FRAMING SENAILS AT 6'UCE AT EO/CXPOSED LAY PERPENDICULAR TO FRAMING.USE 1%8 TaC 7. FACIA SHILL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE Q 3/8'APA RATED PLYWOOD WITH 80 COMMON NAILS 4'O.C. :',.•'�'..�:.:'.�'' °whin ra`� OQpOFESS/p�, 7. BEAM TO BE FLUSH W/JOISTS.PROVIDE JOIST HANGERS AT BEAM SELECT SPRUCE AT EXPOSED EAVES,(U.O.NJ 2 AT 6'D.C.EDGES AND 12'0.C.FIELD......................_...(260 PILE) B. EAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE a\P OO B. BEAM BELOW JOIST W/JOISTS OVERLAPPING AND CONTINUOUS 2X4 D. PROVIDE DOUBLE BOOR JOIST UNDER ALL INTERIOR WALLS PAAPLLEL G 9. ALL ROOF OPENING SHALL HAVE FLASHING BLOCKING O JOIST OVERLAP. WITH FRAMING,USE SOLD BLOCKING UNDER INTERIOR WALLS J/8'ARA RATED PLYWOOD WITH Bd COMMON NAILS 4'O.C. •",rwwxc S m N0.C065593 N Q AT 4'O.C.EDGES AND 12'O.C.FIELD..........................(350 PILE) onm n w a -• (__) 10.ALL EXTERIOR OVALS SHALL BE 2%6 STUDS AT 16'O.C. 9. 22C(30' ATTIC ACCES. PERPENDICULAR WITH FRAMING. x EXp.9-3 0- a 0 .Nr W SAS NAILING / ' mpq UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE 10. LINE OF EAU IN ATTIC.SEE MECH/ELEC.PLANS.FRAME AS REWIRED E. SPLICE PLATES OF EKTERIOR WALLS AND SHEAR WALLS W/(12)IN AT 4 "AT C.RATES PLYWOOD WITH FIELD COMMON NAILS 3'O.C. ;Pe sun ' AS REQUIRED- UNLESS ,;" * \ U `d• AT 3'O.C.EDGES AND 12'O.C.FlELO(%)._.........._.....(490 PUT) F/ TO ACCOIMOLWE LOAD. 4'-0'SPUCE(U.O.N.) N.N.C.°x `\ I 1 Q J 2X8 STUDS AT 18'D.C. "L^Po" "'T \ 2X8 OR 2X4 STUDS 11. LINE OF CEILING BREAK.SEE PLAN FOR HEIGHTS. F. MULTI JOIST,(3)OR MORE SHALL BE RSTENEO TOGETHER WI1H 1/2" Q 15/32'STRUCTURAL 1 PL1W000 WITH 100 COMMON NAIES AT 3/81AM z,8"Ud'' 6I p SEHFATING \\\"""...ill�AS PER SCHEDULR P o BO B n ANY WALL ABOVE 10'SHALL BE 2%8 STUDS AT 18'O.C. 12. SKYLIGHT SEE FLOOR PLAN FYNt MORE INFO. DAAIETER MACHINE BOLTS AT 18'0/C STAGGERED(U.O.N.) 5 J"O.C.AT EDGES AND 12'O.GFIELO(♦)........ ...._(640 PL!] LUN4 O.C. ALL INTERIOR WALLS SHALL BE 2X4 STUDS AT 16"O.C. 13. LINE OF 2X BLOCKING WITH EDGE NAILING AND G. ALL HEADERS TO BE 2-2%10/2 SP(U.O.N.) IS/J2'BTHUCTURAL 1 PLYWOOD WITH 10d COMMON NAILS �AM�18'UG If. ALL EXPOSED PLYWOOD SHALL BE CCX. WITH CS16 STRAP TO CONNECT ALL SAYS. H. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WInR 5/B'TYPE'X' Q6 AT 2'O.C.AT EDGES 12"O.C.FIELD(4 ). .......,.(B70 PLE) NOO.r , ', 'LL NAIL STUDS TOGETHER AS PER 14. LINE OF FULL HEIGHT BLOCKING GYPSUM BOARD.(U.O.N.) �`" TABLE BELOW. 12. FLOOR SHEATHING R QU BE 3/4'T @ G PLY GLOW AND NAILED XL 11¢" ABC 10D 6/12.RAIN OR WILNANT OSB. 15. HOEDOWN STRAP FROM FLOOR ABOVE. I. PROVIDE 3-2X STUDS AT ALL HOLD WWrB(U.O.N.) � 'actin°"°µ"" 13. DBL JOIST UNDER ALL WALLS OR BLOCK, 18. CDNT,PLYWOOD SHUYG UNDER J. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-TIE CO'OR PROVIDE 2-2X OR 3"NOMINAL OR WIDER FRAMING AT SHEAR PANEL NAILING OR SDS Y SCREWS CA FORNA FRAMING. APPROVED EQUIVALENT. ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL ax R 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL 17, LINE OF FLOOR ABOVE TYPES 4,5 AND S.SEE HEAVY FRAMING DETAIL TO RIGHT ®e K. PROVIDE J-2X STUDS AT EACH END OF 4X10 OR LARGER MEMBERS STITCH-NAIL 2-2X 0 4'GC UNO.OR USE 4 SDS SCREWS PER 9'STUD 1-4 l6d 0 4"O.C. OR SDS 0 24"O.C. W000 BASE SHEATHING. mn ry.x.°. FRAMING LEGEND USE(2)2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS.(U.N.O.) SEE SEAR WALL CONNECnON DETAIL 1 m) aaia w u OR 15. STEEL TUBE 10 BE 42 KSI,W SECTIONS A-36 rai""va(" $-6 i6d 0 2"O.C. SDS 0 18'O.C. PRDVIDE MULTIPLE STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS.(UA.N.) (BIF ) PROVIDE 2-2'%OR 3'NOMINAL OR WIDER MUD SILL PLATE STEEL TO BE PROVIDED BY LICENSED FABRICATOR. L. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. WITH NAILS SMCGERED FOR SHEAR PANELS TYPE 4,5 AND 5 16. F/STNERS FOR PRESSURE PRESERVATIVE TREADED WOOD SEE HEAVY FRAMING DETAIL TO RIGHT MP. INVESTMENTS ANUACTURED ROOF TRUSSES 24'O.C. M.O 0 .C. ( ) SHEAR WALL&POST (951) 273-0922 SHALL BE HOT-GIPPED ZINC COATED GALVANIZED. T V I INDICATES SMEAR OVAL SEE SHEAR SCHEDULE). RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT �� TRUSS DEFERRED NOTES �! \ ` t CONNECTION DETAILS \ 2 11 7/s TJI 110 FLOOR JOIST 018"W. - V� N. INDICATES BEAM OR HEADER AND SPAN THE TRUSS PACKAGE SHALL BE SUBMITTED AND APPROVED Q BY THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT �L ^ �\ SHEET NO. BEFORE TRUSSES ARE FABRICATED. THE STRUCTURAL � / 11 7/5 TA360 FLOOR JOIST 016-OC, 0. INDICATES NON-BEARING WALL. CONSULANT SHALL REVIEW THE TRUSS PLANS.AND PROVED A LETTER OF RENEW STATING THAT THE TRUSSES HAVE BEEN P. ® INDICATES INTERIOR BEARING WALL REVIEW AND ARE CONSISTENT WITH THE BUILGINC DESIGN. \` v 2 X 10 DECK JOIST 0 18'O.C. 0, ALL LUMBER TO BE SPRUCE 12 OR BFTifR /�-�4• /�/ R. ALL BEAMS TO BE SPRUCE/1 OR BETTER .\G C 1`) n, -.'IFFn'� DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN 1 m 2 CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED 9B TO THE BUILDING INSPECTION DIVISION FOR APPROVAL t1D 1A sD1 PRIOR TO INSTALLATION. Z 15 ESA L-12'0" SDI SOLID BLKG TILE. ROOF W/15#-FELT a eARaIFn H_ Sol OVER 15/32' COX. PLYWD. SHEATHING A Ld _ ___ _ _ _______ __l x 2 2 M 2 2X10 2 2X10 HDR L_ - - - _ 12 Of H �, DETAIL Y M QS ETAIL C INsuunw eAFRE A a i ROOF DECK - TYP. I �4oLl(6v.SHIN w SD1 1 ) 1/2" COX OR OSB W. (q o x N. SPAN RATING 2 I I 2-2"X 4"TOP PLATE 1/2" mIM EFl U�a 8d ®6,6,12 O.C. I rti®"a" Z� w 2B GYP.BD. 2x FASCIA WTI FASCIA BA I a 14A m 1 SD1 I I WHEATHIu R-30 INSULATION Von RIDGE p� LAoDLR IaQuos 1'-0"TYP. THIEF.u.uM.somT 1 Q SD1 m I °afin�QTNi 4C ARII A.Y.-T I ^ i)Nc a D' I ix I 3c S I I I oANo NAIE Ro UN I 17B I I SHEAR TRUS a ss �I BARRIER o 0 15 I SDi SHR = 3300 BS (1213 SDi II a� n I I Av�( -0" O.H.) 12A E SDI S/8" OSB SUBFLOOR I-JOIS oN FLOOR ®16" Q.C. DETAIL C 2X10 D P 18M 11�0_Elyl-_______ RIDGE 1 ------ I I I :IRA to Q 1 __ _ _ ________ ____ _ T - - - - - - I TOP PLATES ` 16 I x.4 NAIu:RA. I 5/8"TYPE'X' �Q(y_ I SDI 13 I I GYP.BD. 9B `A I 9B SECTION THRU GABLE END(1-0"O H) R-13 INSULATION SDI ® ; c SDI DETAIL D GARAGE t 2B y In � 12B I I 2"X 4"PTDF SILL PLATE W/5/8"0 X 12" 1 T N 1 A.B.W/.2"X 2"X 3/16'STL.WASHER °D o SDI I i CAL F SDI I 2"%4"STUD$ x I i FRAMI I O-"O.C.MIN.12"FROM ALL EDGES } 6 � I I O 16"O.C. CORNERS,SPLICES,ETC. MIN 7"EMBED. c Z ¢ 4r W W/BUNG. MIN.2 BOLTS PER PIECE o 3(D Z 4 i o f FIN.FLR. (.) Z SD1i o f NEW 3 1/2°CONC.SLAB -Id LLI W(U (h x J I ITT m - - - - - T- - 1Ir z_ �a-(,a •1`r+ RG 0 B f �_ 2 2X10 HD 2 2X10 HDR ��J I -I I .I I I I I� - $ u o N> 4 a n au ---�-- .7� -------- -J - - - - - - z ¢Z 12A 22X10 HDR �y' ------- - LIJ �¢.��z SDI 'L- L 3--- ---5--- - 1A m SD1 1A SECTION B ZNm� N O 98 SDI SD1 SDi 9B - CJ Lr�W LJ DID SDI 12A SD1 12A 14A 14A SDI SDI SDI SDI ROOF FRAMING PLAN CRAFTSMAN AT SECOND NEEDED AT FIRST F N NEEDED 1 1/2" 1 t/a" ro 2" AT SECOND FLOOR AT FIRST FLOOR 'p CD (3)202 sTNI-S •€ O 1•PLYACIoO Tacos p1 Xz nWAo m a/4•rE-.moos ON..TA. 760 S.F. 1840 S.F. FRAMING NOTES FRAMING NOTES ® PLYM OD sus oa (M 2.4 P.T.- 300 S.F. = 2.53 S.F.OF VENT ILLATION REQUIRED 300 S.F. = 6.13 S.F.OF VENTLLATON REQUIRED ® &OBL FHA.JDlam(2) 91WT INNS O tY 0.G 1. ALL LUMBER TO BE SPRUCE/2 OR BETTER wood wAu A BALLOON FRAMED WALLS USE 2X4 STUDS O IS'O/C TO 10-0-IN HOLM 2. ALL BEAMS TO BE SPRUCE/1 OR BETTER O AFPRouzo HANcrn(nwu)wlx.WYvsaN VENTILLATION PROVIDED VENTILLATION PROVIDED $ OVER 14'-0'USE(2)2%4 STUDS AT 16"O/C TO 17-6°IN HOT.FOR WALLS © (s)912 smlNaRs ax4 POST d 3 / 3. WHERE TRUSSES ME USED,TRUSSES SHALL NOT BEAR ON a 48°O.C. m OVER 17'-8'IN HEIGM USE(2)2%4 STUDS AT 12'O/C(u.O.N.) 0 UNEAR Fi.OF EAVE-=-EAVE BLOCKS 92 UNEAR FT.OF EAVE= 43 _EAVE BLOCKS •- / � INTERIOR WALL UNLESS INDICATED OTHERWISE. 4 4 `J B. 111'ICAL FLOOR SHEATHING USE 5/0'T&G CDX GRADE PLYWOOD P.I 32/16 O (3-2"OIA. HOLES) (3-2"DIA. HOLES) .• 4. ALL HARDWARE SHALL BE OF APPROVED TYPE 9" M H_ EACH BLOCK = 9.42" 23 %9.42 EACH BLOCK =9.42" vo W WITH 100 NAILS AT 8'-B"-10'0/C USE RING 6HANK NAILS OR SCREWS, / ,o 0 144 9.42 =�SQ.FT. 144 = 1.5 SQ.FT. //Y LL NAIL AND GLUE PLYWOOD TO FRAMING.LAY PERPENDICULAR TO FRAMING. 5. ROOF SHEATHING SHALL BE 1/2'COX PLY OR OSB ( / C. TYPICAL ROOF SHEATHING:USE 1/2'COX PLYWOOD,P.I.24/0 WITH Bd W/Btl NAILS AT 6/12. x "T Q NAPS AT 6--6'-12'O/C LAY PERPENDICULAR TO FRAMING.USE 1XB T&G < 2❑-DORMER ATTIC VENTS 38"X 26" ®- DORMER ATTIC VENTS 3B"X 26" .1 SELECT SPRUCE AT EXPOSED EAVES,(U.O.N.) 7. FACIA SHALL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE � Y .'�� � APPROVEDSQ. o. EAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE T FOR PERMIT ISSUANCE _ : EACH VENT=. 0 AS IN. W.PER VERGE INDUSTRIES EACH VENT-.10 AS IN. W.PER VERGE INDUSTRIES p. PROVIDE DIwBLE RoOfl JOIST UNDER ALL INTERIOR WALLS PARALLEL co MODEL N0.100ASD WWW.VERDEINDUSTRIES.COM MODEL N0.100ASD VAVW.VERDEINDUSTRIES.COM / 1 WITH FRAMING,USE SOLO BLOCKING UNDER INTERIOR WALLS 9. ALL ROOF OPENING SHALL HAVE FLASHING - SCCTT FAZEKAS 8 ASSOCIATES,INC. ".;.., VENTS MUST BE PLACED 3'-O"MIN.ABOVE EAVE OR CORNICE VENTS VENTS MUST BE PLACED S-O"MIN.ABOVE EAVE OR CORNICE VENTS `J PERPENDICULAR WITH FRAMING. 10.ALL EXTERIOR WALLS SHALL BE 2X6 STUDS AT 16'O.C. HANDRAIL D EdgS'LL `�^_ a x 1 oD" LL E, SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12)16d AT 2 144100"= 1.39 SQ.FT 14= 2.77 SQ.FT z UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE Theae plane have been reviewed for atlherenCe to the O 4'-0'SPLICE(U.OAI, 1 2•M.B • applicable ootlea and ordinance. Authorization In S / 2X6 STUDS AT 16'D.C. / • y g 9 P pending R 2❑ -GABLE END AT VENTS 12"X 18" ❑ v Q F, MULTI JOIST,(3)OR MORE SHALL BE FASTENED TOGETHER WI1H 1 2' 6 APART ;',` I her ranted to Issue a blJlld in ermlt enOln 2 -GABLE END ATTIC VENT$12"%18" J DIAMETER MACHINE BOLTS AT 18"O/C STAGGERED(U.O.N.) ANY WALL ABOVE 10'SHALL BE 2X6 STUDS AT 16.O.C. STAIR DETAIL (TOP) I ;�,��., I approval by all applldJ.l(IA�V:(A) 1�5 0❑ -GABLE ENO ATTIC VENTS 12"X 14" p❑ -GABLE END ATTIC VENTS 12"X 14" I= C. ALL HEADERS TO BE 2-2%10 I2 SP(U.O.NJ ALL INTERIOR WALLS SHALL BE 2X4 STUDS AT 18'O.C. ('---J hrl�atl 'u The IseuepFF,RM of xer@PSIP ,f2 RE FE^,h,,,,�on VENT Sq.IN.AS PER AIR VENT INC.(CfRTAINTEED CO.) VENT S0.IN.A$PER AIR PENT NC.(CERTAINIEED C0.) H. WRAP Ali EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/B'TYPE"X' 11. ALL E%POSED PLYWOOD SHALL BE CC%. 12" approval t these la_ns s r" o b conatrUO t0 WWW.CERTAINTEED.COM WWW.CERTAINTEED.COM Y GYPSUM BOARD.(U.O.NJ ermit or9 pp pllcable 2❑X 144" 2 SQ.FT 2❑X 144 2 SQ.FT 12. FLOOR SHEATHING SHALL BE 3/4'T&G PLY GLUED AND NAILED p 'R)B•"aT1gA9N?IQf Y1FRK 'APWI'A* = _ I. PRDVDE 3-2X STUDS AT ALL HOLD DOWNS(U.O.NJ Code$orHINIDII IrIC&:'aNWN.p,,mit presumed to give 144 144 1W B/12.MIN OR QUIWANT OSB. y F a""n•'H10 TO 0144 100" O SQ.FT D 144 100" J. ALL FRAMING HARDWARE TO BE'SIMPSON STRONG-TIE CO'OR STAIR DETAIL (BOTTOM) euthorn &h.W11Y10 g pr visions of such"' ❑ APPROVED EQUIVALENT. 13. DBL JOIST UNDER ALL WALLS OR BLOCK. -des shall be wild. _❑ _❑ SQ.FT K. PROVIDE 3-2%STUDS AT EACH END OF 4X1D OR LARGER MEMBERS 14. TWO LAYERS DF GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD 815E SHEATHING. TOTAL VENTILLATION PROVIDED- 3.39 SQ.FT. TOTAL VENTILLATION PRONGED= 6.27 SD.FT. P ESSJ LLJ o USE PROVIDE M STUDS AT FACT END OF 4%8 OR SMALLER MEMBERS.(URN...) ❑ ❑ PflOVIOE MULTIPLE STUDS AT EACH END OF 4%6 OR SMALLER MEMBERS.(U.O.NJ 15. STEEL TUBE TO BE 42 KSI,W SECTIONS A-36 pV 04 � (Y7 L. PR. MULTIPLE STUDS UNDER MULTIPLE J01515. STEEL TO BE PROVIDED BY LICENSED FABRICATOR. 0 p 4F ~ CU ti 2� 00 y LI_N" IS. FASTNERS FOR PRESSURE PRESERVATIVE TREADED WOOD w bW No.C065593 1`'• z Q ON"2 Ere.9-30-0] F- V INDICATES SHEAR WALL(SEE SHEAR SCHEDULE). SHALL BE HDT-DIPPED ZINC COATED GALVANIZED, = L.I..I 0¢� g, TILE ROOF W/3011 L7 L) 12 ICBO#-4660 ..n•• Z `VA N. INDICATES BEAM OR HEADER AND SPAN OVER 1/2 CDX. PLYWD. SHEATHING - W SHEAR WALL SCHEDULE FRAMING TYPES 5� STANDARD TRUSSES " �ww 0• INDICATES NON-BEARING WALL. m SILL PLATE m \J P. O S.W.TYPE WALL SHEATHING NAILING IZi ® INDICATES INTERIOR BEARING WALL o,xN �3 oa` Q z Q. ALL LUMBER TO BE SPRUCE 12 OR SERER _J 'STUCCO OVER BACKED LATH WITH 16 GAUGE STAPLES AT 6' B'O.C. ,.(iwl R. ALL BEAMS i0 BE SPRUCE/1 OR SERER 7/8 Q O.C.ALONG EDGES AND FIELD SHALL BE APPLIED IN ACCORDANCE 12 0 W 1 WITH ICBO REPORT NUMBER 1318.DULY 1996 / 2x BLKG N LVJ a vlNa WITH 11 GAUGE GALVANIZED WIRE 1 1/2-LEG AND 7/18'CROWN ............................................................ ...(too PLF) SUIP''11QN - Q FRAMING LEGEND Q 3/8"APA RATED PLYWOOD WITH Be COMMON NAILS 4ro.C. " ' '�•"X°10" R`30 1N DBL. TOP PLATES J _ aa,-,w AT 6"O.C.EDGES AND 12'O.C.FIELD._........................(260 PLF) 0 3/8'APA HATm PLYWOOD WITH Btl COMMON NAILS 4"O.C. A9,rn,Yrw a 3 AT 4"O.C.EDGES AND 12'O.C.FIELD..........................(350 PLF) _ 2X FACIA --RED ROOF TRUSSES O 21 O.C. � .-n 1'_O" TYP, 1/2" DRYWALL 15/32•APA RATED PLYWOOD WTIH od COMMON NAILS 3'O.C. AT 3'O.C.EDGES AMID 12°O.C.FIELD(Y).....................(490 PLF) '(��v, (10) 2X10 HEADER (/ RN� ABC 15/32'STRUCTURAL 1 PLYWOOD WITH tOd COMMON NAILS AT 3/�8'0 Y x 90,LAC ) 2X4 STUD 5 '"O.C.AT EDGES AND 12'O.C.FIELD I.)........_..........(640 PLF) U 4 \ srAx Yut U.N.D. rn p'"µr O 16° O.C. 5/8" DRYWALL O 15/32'STRUCTURAL 1 PLYWOOD WITH 104 COMMON NAILS 3/8'OI1M x o'LAC Q AT 2'D.C.AT EDGES 12'O.C.FIELD(AV ).......................(870 PLF) WLPU.Kp.�•O'C' •+: :' BEDROOM 2x BLK'G 3 2X6 POST o M. BEDROOM BEDROOM MID HEIGHT PORCH / :ff;ANAL w -HIE PROVIDE 2-2X OR 3'NOMINAL OR WIDER FRAMING AT R-13 INSULATION INVESTMENTS ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL ^w'F I TYPES 4,5 AND 6.SEE HEAVY FRAMING DETAIL TO RIGHTIT CCO OR SIDING (951) 273-097.7 STITCH-NAIL 2-2%O 4'OC UNO.OR USE 4 SDS SCREWS PER 9'STUD s o"aa LL S TRUSS DEFERRED NOTES EE SEAR WALL CONNECTION DETAIL 1 AT PROVIDE 2-2°X OR 3'NOMINAL OR WIDER MUD SILL PLATE °ATw L=;N, "=ylyWp» 2 TM$ THE TRUSS PACKAGE SHALL BE SUBMITTED AND APPROVED FINISH FLOOR BY THE ENGINEER O'RECORD AND THE BUILDING OEPARTAIEM WITH NAILS OR FOR SHEAR PANELS TYPE 4,5 AND 6 4" THICK CONC. SLAB BEFORE TRUSSES ARE FABRICATED. THE STRUCTURAL SEE HEAVY FRAMING DETAIL TO RIGHT - SHEET NO. CONSULANT SHALL REVIEW THE TRUSS PLANS.AND PROVED A LETTER OF REVIEW STATING THAT THE TRUSSES HAVE BEEN A RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT S Vm vw, FINISH GRADE REVIEW AND ARE CONSISTENT WITH THE BUILDING DESIGN. > " " N,r. WEEP SCREED ( µaaA SEC TION % S 3 C 15 OF SHF.FTS 15 J -1 5 6 V 9 1/2'ROO CDX OR OSB W/ 10 MIN. SPAN RATING 24/0 GO M W/8d 0 6.6.12 O.C. 15 Q !n z SDI 9C O 9C 1A SD1 1A C) a�~ 6A �111/01 OR SHEATING- T SD1 SD1 6A SD16ASD1 6A o5 SD1 WLt2' " T&G OSB W/ SD1 SD1 L=15'6' SDI +6��` o „} 4r SDI 3 IN. SPAN RATING 24/0 ---- '0 ----------�1%.EADER ---------------- -- --- -- --------- \ C) W lOd ® 6 6 12 O.C. 2 FLUSH BM w 11 3-1/8 x 12 LVL DRP BM ; 1 1 L) _ 8 6A a =VI I- SD1 4 SDI P r ROOF DECK TYP. v�- 2xt °' 3B w I 1/2" CDX 0 OSB W/ H� I.•I TI a I MIN. SPAN R TING 24/0 w Q Vl N m N b 1 io SDi i I W/8d 0 6. 12 O.C. o /� a� II tO Ih .JID 1 x ti SHEAR TRUSS W/EN 1/4 R FT. '� SDI ' c�''ory EAR_ 3000 LBS 4 i 15 00 ^I SL E x 98 I I 1 Qoy SD1 �N sDl fi*k+P T ir- U SD1 I 3 POIN IRDER RUSS 'ry+Q� DI 1/aL M i� So SO _N -- RIDGE _ -?G - _•JI __ - ------ --JJ i 3ANON e N it 98 d d x D1 11 7/8 TJI 110 I I SI go O 016"O.C. 2 11 8 TJI 360 w ----------7 6"0.C. N z O j - r r ; W O (r, x 1D �\ n `� CAL FILL I W I N o Q 6 H SDI 0 3 N +! W ,I FRAMING o o 3 Z oD Li (U z 12 J 60 0 6D 6D M qy' SDI m I m N QoS� SD1 LLJ ¢m I M o SD1 SD1 SD 1 SD1 z - I I 16 I 1 I 1 z -�6 eP z U3¢,� w `2I ---- -----& - F�----RIDGE_11--- W �I----71L-- -------qY Qo s - zUo�w 3_1/9 x 12 LVL FLB W EN au 3-1/8 x 14 LVL HDR �C / 3-1 8 z 12 LVL DR B n 8'0"_BLKG I I�- 12 - U 7- 14 ¢ (u az '� 3-1L8 x LVL HDR_ -1 6 FLASH 3-1 8 x 14 LV HDR I I w j o LJJ g -12e x 12 LVL FL eM a ------ ------- -- 3 ----- w I 3 I I II i IA z 2 10 n IA g LS LASS W EN w N o^W w e s SDI 16 SDI IA I _ / m SD1 L�o v �v 7D1 o sDI I SH JT6200 LBS U n 0 S m n w�AAwl SDI II II 1 I 1� o I m H JL SECOND FLOOR FRAMING PLAN - _--_=== -=__I =_JL________ _ �L_====_= OR i 15 0 IA D1 s 3D °a I j Qoy� SDi `0_ p 6 a I o x'c SD1 J `ti} '� . . WADER, _ '7 2-2x6 TOP PLAT �r-i EN to d IF PE ISSuAN, SIN.I 2-2X10 HEADER N I '�,fi..�F-. E ASS ES,iNC.l,I 10dNAILS O 6'OC STAGGERED A 23A EXTERIOR SHEATHING 2X6 HEADER PLATE "H SDI D I t z ROUGH OPENING f2 I 1 se are have Deem rr:vlU or adherencQg U t 0`.' m Q 4911 2 2X6 TOP PLATES TYP. I pplicable codes and tli nee. Author128}I n IS .3 2-2110 HEADER OR n I 1 y granted pllpat O LL �W TYPICAL 2PLY 3-gg%��10 HUGER Uxo 3�(1U IEPDEp Uno� areb Bntetl t SUS ulltlino parmlL J hdlnp s; = 1 o ®HEADER SECTION WOO NML PER DErN'A B W/cN 8 4x1Bd012"OC. `pprOVal b ell scab Ity egencl68. N ` Fr-- 1� !Th. Is n r granting of a peInnit based on ♦ X c2 (n Cn I'appro these plane shall not bIeI construed to �\ N 5S 15 /rl �). 2-2x6 TOP PUT 1-O a t6 U zx N/4 101 U L I I permit or approve any violation of ljh0 applicable I O SD1 �J EN ROUGH TYP. ROUGH TYP. b S o f 1 a 3-2%10 HEADER OPEN NO KING STUD bodes or ordinance. No permit prq�med to give- 16e�+ V OSB SHIM TYP. OPENING 2%8 HEADER PLATE Uthority to violate or cancel the prdV1010ne of such•F- 300NAIL5 O 6"OC STAGGERED Rrnctes sha11 be Valid. 2X6 HEADER PLATE TRIMMER 2X10 HEADER 13 EXTERIOR SHEATHING ' o / 1 ROUGH OPENING 7 (2)TRIMMER TRIMMER(CRIPPLE) / c Q `J WHERE _ N_3 _____ ________________,t• ____-_--________________________ _ _ _ ____aJ o w TYPICAL 3PLY REQUIRED 2X6 SILL PLATE 6D L.L J ®HEADER SECTION KING STUD CRIPPLE SDI m 9B 1= U SD1 as ILL 2X6 STUDS 0 16'OC VIVO. 2%6 BOTrOM PULE FRAMING PLAN TYPICAL WALL FRAMING SCALE:1 4 = 1-0 LLJ 0 FRAMING NOTES FRAMING SCHEDULE FRAMING NOTES Lk 1. ALL LUMBER TO BE SPRUCE/2 OR BEFIEA SHEAR WALL SCHEDULE FRAMING TYPES DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 � z ¢((u 2. ALL BEAMS TO BE SPRUCE r1 OR BETTER INDICATES NOTES APPLICABLE TO THIS PUN ONLY A BALLOON FRAMED WALLS USE ZX4 STUDS 0 16"O/C TO 10-0"IN HEIGHT SILL PLATE TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF o' El S.W.TYPE WALL SHUTHING NALLING O LIJ F- 3. WHERE TRUSSES ARE USED,TRUSSES SHALL NOT BEAR ON NOTES APPLY ONLY WHEN REFERENCED BY PUN OVER 14'-0'USE(2)2X4 STUDS AT 16'O/C TO 17-6'IN HOT.FOR WALLS X0 RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN = 0¢°n 1. BALLOON FRAMED WALL OVER 1T-8'IN HEIGHT USE(2)2X4 STUDS AT 12'0/C(U.O.N.) 7/8"STUCCO OVER BACKED LATH WITH 18 GAUGE STAPLES AT 6' 8'O.C. a Ow) """' me^µ CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED Z U''b INTERIOR WALL UNLESS INDICATED OTHERWISE. 2. OOLLOON FRAMED WALL TO BOTTOM CHORD OF TRUSS O.C.ALONG EDGES AND FELD StLALL BE APPLIED IN ACCOROAJCE ~ l\ B. TYPICAL 10 FLOOR SHEATHING USE 5/8'TEG CDX GRADE PLYW000 P.I 32/16 Q TO THE BUILDING INSPECTION DIVISION FOR APPROVAL 4. ALL HARDWARE SHALL BE OF APPROVED TYPE 3. 2X6 STUDS O 16"O.C. WITH IOd MALLS AT 6'-6'-10'0/C USE RING SHANK NNlS OR SCREWS, 1 WITH ICBO REPORT NUMBER 1318,JULY 1996 (� J S. ROOF SHUTHING SHALL BE 1/2"CDX PLY OR OSB 4. 2X4 STUDS 0 16"O.C. NAIL AND GLUE PLYWOOD TO FRAMING,LAY PERPENDICULAR TO FRAMING. WITH 11 GAUGE GALVANIZED WIRE 1 1/2"LEG AND 7/1 S'CROWN PRIOR TO INSTALLATION. J o W 5. 2X4 DMGONAL SWAY BRACE-CUT INTO TOP PLATES 10--0"WN.LENGTH ...... ..........................................................(180 PLF) O W/8d NNLS AT 8/12. ( ) C. 7YPMAL ROOF SHEATHING:USE 1/2'CD%PLYWOOD,P.I.24/0 WITH Bd """" QPOFESB/04,gM \ l0 R 6. CONTINUES ROOF DIAPHRAGM UNDER 2X CALIFORNIA FRAMING NAILS AT 6"-6'-12"O/C LAY PERPENDICULAR TO FRAMING.USE 1X8 TaC '..•.�.' .xla�y E� AN C.P 7. FACIA SHALL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE Q 3/8'APA RATED PLYWOOD WITH BD COMMON NAILS 4"O.C. ..�;....A_' pis �Q �pYt' p0 Q z ; 7. BEAM TO BE RUSH W/JOISTS.PROVIDE JOIST HANGERS AT BEAM SELECT SPRUCE AT EXPOSED EAVES,(U.O.N.) 2 AT 6'O.C.EDGES AND 12'O.C.FIELD...........................(260 PIS ? G y Vll�� B. LAVES SHALL HAVE SHIP UP UNLESS NOTED OTHERWISE Ax M ra < H--V 8. BEAM BELOW JOIST W/J01575 OVERLAPPING AND CONTINUOUS 2%4 D. PROVIDE DOUBLE FLOOR JOIST CINDER ALL INTERIOR WALLS PARALLEL tj m Np,C8g5y93 LL 5/B"APA RATED PLYWOOD WITH Bd COMMON NAILS 4"O.C. A* 1 ALL ROOF OPENING SHALL HAVE FLAX6SHINGTUD BLOCKING 0 JOIST OVERLAP, PER FPDICUL,USE SOLID BLOCKING UNDER INTERIOR WALLS Q AT 4'O.C.EDGES AND 12"O.C.FIELD.___........___.....(350 PLF1 Ne'w sA fiNW..a-BQUR $ W 4 10.ALL EXTERIOR WALLS SHALL BE 2X8 STUDS AT 16'G.C. 9. 22%30' ATTIC ACCES. PERPENDICULAR WITH FRAMING. arnw n J SHEAR ILIR �j O UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE 10. LINE OF FAU IN ATTIC.SEE MECH/ELEC.PUNS.FRAME AS REQUIRED E. BPUCE PLATES OF EXIEPoOR WALLS AND SHEAR VIALS W/(12)16d AT Q 15/32"MA RATED PLYWOOD WITH 8d COMMON VIALS 3'O.C. s.rre sno �w AS REQUIRED „C1:, TO ACCOMODATE LOAD. 4'-0"SPLICE(LLO.N.) AT 3'O.C.EDGES AND 12"O.C.FIELD 1.) -- - -(490 PLF) IV,x,q a 2x6 OR 2%4 STUDS -'0 LJ-if V Q Q :irvm.Aorxrs 2X8 SN05 AT 18'O.C. rv+e) EXTERIOR 11. LINE OF CEILING BREAK.SEE PLAN FOR NEIGHS. F. MULTI JOIST,(3)OR MORE SHALL BE FASTENED TOGETHER WITH 1/2' 15/32'STRUCTURAL 1 PLYWOOD WITH 10d COMMON MOILS AT 3 B"JOWA xg 8'LAG xs"..0 AS PER SCHWULR ANY WALL ABOVE 10'SHALL BE 2%6 STUDS AT 16'D.C. 12. SKYLIGNT SEE FLOOR PLAN FOR MORE INFO. DIAMETER MACHINE BOLTS AT 18"O/C STAGGERED(U.O.N.) Q 'O.C.AT EDGES AND 12"O.CTIEUD(*).................. (640 PLF) (ll N.O.)"O.C. e,rrsa rm wxs SHEATING o `}J ALL INTERIOR WALLS SHALL BE 2%4 STUDS AT 16'O.C. 13. LINE OF 2X BLOCKING WITH EDGE MUNG AND G. All HEADERS TO BE 2-2XIO#2 SP(UI 15/32'STRUCTURAL 1 PLYWOOD WITH 10d COMMON NAIL$ 3/8'DWA x B"LAG •r It 11. ALL EXPOSED PLYWOOD SHALL BE CCX WITH C516 STRAP 70 CONNECT ALL BAYS. H. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/e'TYPE'7I' BAIL7S 0 gg O,C. NAIL STUDS TOGETHER AS PER 6 AT 2'O.C.AT EDGES 12'O.C.FIEW(* ).................(670 PLF) (V,N.O.)" 14. LANE OF FULL HEIGHT BLOCKING GYPSUM BOARD.(U.O.NJ TABLE BELOW. 12. FLOOR SHEATHING SHALL BE 3/4"T 4 G PLY GLUED AND NAILED 1�" too 6/12.MIN OR QURNANT OSB. 15. HOLDOWN STRAP FROM FLOOR ABOVE. I. PROVIDE 3-2X STUDS AT ALL HOLD DOWNS(U.O.N.) '"i•'•' a n"rx a ABC 1B. OONT.PLYWOOD SHEAYG UNDER J. ALL FRAMING HARDWARE TO BE*SIMPSON SIRONG-TIE CO"OR PROVIDE 2-2X OR 3"NOMINAL OR WIDER FRAMING AT 13. DEL JOIST UNDER AL WN15 OR BLOCK. CALIFORNIA FRAMING. APPROVED EQUIVALENT. ADJOINING PANEL EDGES WITH NAILS SrAGGERED FOR SHEAR PANEL °PTOX V° SHEAR PANEL NAILING OR $D$Y SCREWS 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL 17, LANE OF FLOOR ABOVE TYPES 4,5 AND 6.SEE HEAVY FRAMING DETAIL TO RIGHT K PROVIDE 3-2%STUDS AT EACH END OF 4%10 OR LARGER MEMBERS STIT H-NAL 2-2X 0 4"OC UNO.OR USE 4 SDS SCREWS PER 9'STUD u 1-4 l6d O 4"D.C. DR $DS O 24"O.C. WOOD BASE SHEATHING, snw Luna z sus �od FRAMING LEGEND USE(2)2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS.(U.N.O.) SEE SEAR WALL CONNECTION DETAL 1 15. STEEL TUBE TO BE 42 K51,W SECTION$A-38 PROVIDE MULTIPLE STUDS AT EACH ENO OF 4X8 OR SMALLER MEMBERS. U.O.N. o Aa (su` w" sl 5-6 16d®2"O.C. OR STEEL TO BE PROVIDED BY LICENSED FABRICATOR, (U.O.N.) (11E ) PROVIDE 2-2"X OR 3'NOMINAL WIDER MUD SILL PUTS *L+�- L PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS WITH AWLS STAGGERED FOR SHEAR PANELS TYPE 4,5 AND fi 16. FASTHFRS FOR PRESSURE PRESERVATIVE TREADED W000 SEE HUED FRAMING OETALL TO RIGHT _ 1 MANUACTURED ROOF TRUSSES 0 24"O.C. SHALL BE HOT-DIPPED ZINC COATED GALVA112ED. INDICATES SHEAR WALL(SEE SHEAR SCHEDULE). � � RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE ED%-DEAN =,rrry _ SHEAR WALL&POST INVESTMENTS TRUSS DEFERRED NOTES (L \� M. \\ i 1 CONNECTION DETAILS (951) 273-0922 2 11 7/6 TJI 110 FLOOR JOIST 016'CC. _� aao on. N. INDICATES BEAR OR HEADED AND SPAN sAA'"•w +THE TRUSS PACKAGE SHALL BE SU&AITTED AND APPROVED xiah BY THE ENGINEER OF RECORD AND.THE BUILDING OEPARRAENT / \ 11 7 6 TJI FLOOR r ' BEFORE TRUSSES OF FABRICATED. THE SIHUCTU. \ / / 360 LOO JOIST O16 OC. 0. INDICATES NON-BEARING WALL SHEET NO. CONSUL ANT SHALL REVIEW THE TRUSS PUNS.AND PROVIED A LETTER OF REVIEW STATING THAT THE TRUSSES WAVE BEEN P. ® INDICATES INTERIOR BEARING WALL REVIEW AND ARE CONSISTENT WITH THE BUILGING DESIGN. �(.. (40--�� p X 10 DECK JOIST O 16'O.C. 0. AL LUMBER TO BE SPRUCE/2 OR BETTER R. ALL BEAUS TO BE SPRUCE/1 OR BETTER S 2 E 15 OF SHEETS 15 rY 4 J DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF 1 Do RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN 9B CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED SD1 TO THE BUILDING INSPECTION DIVISION FOR APPROVAL Z ,A 1n PRIOR TO INSTALLATION. 2 SDI gq SDi sIxlNy(� U 1 s a _ SDI SOLI-BLKG TILE. ROOF W/15y-FELT AA RR Of- --- - ----- - ----- -- --T - - - OVER 15/32' COX. PLYWD. SHEATHING bW R sA TER �. 3 2 2X10 DR- M 2 2X70 2 2X70 HDR L - - DETAIL U 1 12 Y 1 I I Q5 ETAL C 4�H FFLE W A < 1 i ROOF DECK - TYP. I I I Y w� SDI I m I 1/2" COX OR OSB W = w 1 x N. PAN RATING 2 I I RoALr U(n L 14A 8 0 6,6,12 O.C. 26 Raw rw. INrrEs 2- 2"X 4"TOP PLATE 1/z" Z((n RIDGE NI $D1 n6 rtLT GYP.BD. 2x FASCIA A RQ-- SDI z sxsATxWa R-30 INSULATION J- SOn1T RT dWjj1'-0^TYP.17B 1 SHEAR RUSS �- i I @(u�$D1 S R 3300 LB I 12B xWL R vl R BARRIER O W ,. A MNH 12A wl� w SD1 2-p SECTION THRU EAVE(1'-D" O.H.) Q 1 2%10 D P IBM 1 o I 5/B" OSB SUBFLOOR LO st O gLl __ ___ RIDGE 1 o Y ------- ------ ----� -------- ---- ------------- "f� - - - - - - - I-J01$ FLOOR ®16° o.c. DETAIL _ _ _ 16 u I TOP PLATES 4 SDi w I �24 No 9B N w 9B GYPS"BD E X SDl I z io I SECTION hIRU GABLE END(1'-0"O.H.) GIRDER TR SS W/EN ® 3 �,o SDi R-13 INSULATION q 28 21 DRAG=150 LBS w ��' 12B I I DETAIL D GARAGE ; SDI SD i I CAL S SD1 I 2"X 4"PTOF SILL PLATE W/5/8"s X 12" .1 0 } X FRAMI 1RUSS PER MFR X A.B.W/2"X 2^X 3/16"STL. WASHER = Z a 4 W 'I z 2"X 4"STUDS O "O.C.MIN.12"FROM ALL EDGES o 3 M Z o i I I O 16"O.C. CORNERS,SPLICES.ETC. MIN 7"EMBED. - (.T Z W/BLKG. MIN.2 BOLTS PER PIECE LLJ W(U 1 O SD1 FIN.FLR. I-D o I I NEW 3 1/Y CONDSLAB - LLLJ (`7 N 2 2X10 HDR 2 2X70 HDR I - - - - - - - - - - - ,I- z Z U I�I j W fl9"9Li9 r❑ - , � - C� ti -- - 4 L J L= -��I= ICI=1�I= _ r a<E 2 2X10 HDR "'-III- T m z K Z I 12A - -- 22 ------- ---- ----J - - - - - - -� o LLJ <¢Ln VL3 c H N W Z SDI �- -L 3--- ---5--- --- -- SOI SECTION B Z _ 1A En W�v� U En SD1 1A SD1 - BT L U �, rn SDi 98 m 12A 14A 14A 12A SD1 SDI SD1 SDI SDI ROOF FRAMING PLAN ECLECTIC S P A N I S H „/2" t 1/4" TO 2" VENTILLATION NEEDED VENTILLATION NEEDED AT SECOND FLOOR AT FIRST FLOOR Q (>)2M2 SIRINGERs (D '"'L'MDDD M`"°' '" "`"° ® '�''P nroao mvaa GR L READ 76D S.F. FRAMING NOTES 840 S.F. _ FRAMING NOTES (1) PLYNOOO SMBFLagt ® L4 P.T.M.e 300 S.F. = 2.53 S.F.OF VENTILLATION ON REQUIRED 300 S.F. - 6.13 S.F.OF VENTILLAT ON REQUIRED i z I. ALL LUMBER TO BE SPRUCE LY2 OR BETTER O zx wL Rx.XxsTs(2) axor PINS s Ir ox. c O Q APPRDVeT HANGER(xU.,r)MN.9MPsw MOOD wAu4 VENTILLATION PROVIDED VENT LLAT ON PROVIDED « Z A BALLOON FRAMED WALLS USE 2X4 STUDS a 16'O/C TO 10-0"IN HEIGHT 2. ALL BEAMS TO BE SPRUCE/1 OR BETTER OVER 14'-0"USE(2)2X4 STUDS AT 1s-O/C TO 17-6`IN HGT.FOR WN15 ® (')2„t2 smmxaLxs 4X4 POST f 3. WHERE TRUSSES ARE USED,TRUSSES SHALL NOT BEAR ON O 48'O.C. a � 1 OVER 1T-6'IN HEIGHT USE(2)2X4 STUDS AT 12'0/C(U.O.N.) � 0 LINEAR FL OF EAVE 92 LINEAR FT.OF EAVE '- _ -EAVE BLOCKS = 23 -EAVE BLOCKS LJ INTERIOR WAIL UNLESS INDICATED OTHERWISE. (3-2^DIA. HOLES) (3-H BLA.00K HOLES) LLJ n B. LYRICAL FLOOR SHEATHING USE 5/8"Te,G W%GRADE PLYWOOD P.I 32/18 N 4 4 t1 WITH 10d NAILS AT 8'-8'-10'O/C USE RING SHANK NAILS OR SCREWS, 4. ALL HARDWARE SHALL BE OF APPROVED TYPE. 9"M O NAIL AND OLD PLYWOOD TO FRAMING.LAY PERPENDCULAR TO FARMING. ~ �x 942 -� EACH BLOCK 9.42" 23 X 9.42 -� EACH BLOCK= 9.42" (� 5. ROOF SHU7HING SHALL BE 1/2"COX PLY OR OSB 0 SO.FT. 1.5 So. C. TYPICAL ROOF SHEATHING:USE 1/2'CDX PLYWOOD,P.I.24/0 WITH 60 c0 144 144 NAILS AT 6"-6"-12"0/C LAY PERPENDICULAR TO FRAMING.USE 1X8 ThG W/8d NAILS AT 6/12. JAL rn SELECT SPRUCE AT EXPOSEO EAVES,(U.O.N.) 7. FACW SHILL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE G ` 2❑-DORMER ATTIC VENTS 38"X 26" ®- DORMER ATTIC VENTS 38"X 26" - EACH VENT=ADO SO.IN.AS PER VERDE INDUSTRIES EACH VENT=100 SQ.IN.AS PER VERDE INDUSTRIES 0. PROVIDEDOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL 8. LAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE 00 MODEL NO.100ASD WWW.VERDEINDUSTRIES.COM MODEL NO.100ASD WWW.VERDEINDUSTRIES.COM WITH FRAMING,USE SOUND BLOCKING UNDER INTERIOR WALLS 9. ALL ROOF OPENING SHALL HAVE FLASHING VENTS MUST BE PLACED S-O"MIN.ABOVE EAVE OR CORNICE VENTS VENTS MUST BE PLACED S-0"MIN.ABOVE EAVE OR CORNICE VENTS S PERPENDICULAR WITH FRAMING. 10.ALL EXTERIOR WALLS SHALL BE 2XB STUDS AT Is-O.C. HANDRAIL DETAIL E. SPLICE PLATES OF EXTERIOR WALS AND SHEAR WALLS W/(12)16d AT UNLESS NOTED OTHERWISE.A11 PLUMBING WALLS SHALL BE 2 x IDO"= t 39 SQ.FT 4 X 100= 2 77 SQ.FT O LLJ 4'-0-SPLICE(U.D.N.) • 144 144 d F. MULTI JOIST,(3)OR MORE SHALL BE FASTENED TOGETHER WITH 1/2' 2X6 STUDS AT 16"O.C. s/APART :'. U r O J/ � DIAMETER MACHINE BOLTS AT 18.0/C STAGGERED(U.O.N.) ANY WALL ABOVE 10'SHALL BE 2X6 STUDS AT Is-D.C. STAIR DETAIL TOP ) • °D 2❑ -GABLE END ATTIC VENTS 12"X 18" Q -GABLE END ATTIC VENTS 12"X 18" �J G. ALL HEADERS TO BE 2-2%10 z sP u.o.N. (TOP) STAIR NOTES � / ( ) ALL INTERIOR WALLS SHALL BE 2x4 STUDS AT 16"O.C. L'- -�J 0 -GABLE END ATTIC VENTS 12"%14" ) 0 -GABLE END ATTIC VENTS 12"X 14" ) W H. CERT WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/8'TYPE"X" 11. ALL EXPOSED PLYWOOD SHALL BE OCX. 12" HANONAIL-I'oT Gs•AGII Nosxa w/sAFETr RXTURx VENT S0.IN.AS PER AIR VENT INC. CERTAINTEEDED CO �T SO.IN.AS PER AIR WN�NC.FtTAIN INTEED CO GYPSUM BOARD.(U.O.N.) Y MAIL MAX,O.FL sPhONG OF IN-I.-RAIs �X 144" Zj X 144" "' 12. FLOOR SHEATHING SHALL BE 3/4'T a G PLY GLUED AND NAILED 2 SQ.FT 2 SQ.FT I. PROVIDE 3-2%STUDS AT ALL HOLD DOWNS(U.O.NJ tOD 6/12.MIN OR ODILIVANT OSB. HEIa Raw-e'-e•MN. 744 -� 144 - J. ALL FRAMING HARDWARE TO BE"SIMPSON STRONG-TIE CO"OR STAIR DETAIL (BOTTOM) MN.MOTx OF W' o❑x,00^ D❑X to APPROVED EDUNAIENT. 13. DBL JOIST UNDER ALL WALLS OR BLOCK. =O= SQ.FT =� SQ.FT K. PROVIDE 3-2X STUDS AT EACH END OF 4XIO OR LARGER MEMBERS 14. TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL 144 144 USE(2)2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS.(U.N.O.) WOOD BASE SHEATHING. LLJ C7 TOTAL VENTILLATION PROVIDED= 3.39 S0.FT. TAL VENTILATION PROVIDED= 6.27 SQ.FT. (� �UU7 PROVIDE MULT .O.N.)IPLE STUDS AT EACH END OF 4%B OR SMALLER MEMBERS.(U 15. STEEL TUBE TO BE 42 KSI,W SECTIONS TO NS A-36 FESS/ � ~ CU L. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. STEEL TO BE PROVIDED BY LICENSED FABRICATOR. �QV,rPV(,IN C,p Q Z 0-,A✓` 15. FASTNERS FOR PRESSURE PRESERVATIVE TREADED WOOD 5 LL.I G c = N¢ A INDICATES SHEAR WALL(SEE SHEAR SCHEDULE). SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. o m No.C0655B3 i l'U N INDICATES BEAM OR HERDER AND SPAN t,+ TILE ROOFS W/30-FELT EEp.9-30.07 v Z W 12 APPROVED ICBO�J-4660 * • (n ¢ IW OR PER FAR 1/2,,,CDX. PLYWD. SHEATHING ,f-'f 5 STANDARD TR U S S E Ss soon &ASSOCIATES,INC, /` r,A.F0 `> AO Z SHEAR WALL SCHEDULE FRAMING TYPES r �� ¢ z N 0. INDICATES NON-BEARING WALL. SILL PLATE N0 _ _ By TIE P. ® INMATES SPRUCE INTERIOR BETTE WALL S.W.TYPE WALL SHEATHING NNUNNG �3 Th a plans have been re vie ud o Drente 10 the < LL PLx'r""Pu"s` odes and ordinance. Aw tion Is $ W O. ALL LUMBER TO BE SPRUCE 12 OR SERER 7D.0 STUCCO OVER BN;KED LATH ALL 16 GAUGE STAPLES AT 6" 8"O.C. "(mj 12 hareoy sue a buildln R. Nl BUMS TO BE SPRUCE/1 OR BETTER O.C.ALONG EDGES AND FIELD SMALL BE APPUNED IN ACCORDANCE 9 permit p WON ICBO REPORT NUMBER 1318.JULY 1996 a Pns approval by all al). .lea. [] U WITH 11 GAUGE GALVANIZED WIRE 1 1/2"LEG AND 7/16"CROWN The Isauanee or rune 2x BLK'G Y ......................................................................-(LBO Plr) Lp•OON The I f a 9 based on \ Q J • 0 W5U prove o ese plans Of be cons FRAMING LEGEND Q 3/8"APA RATED PLYWOOD WITH 84 COMMON NAILS 4"O.C. 'ea�in.u"`°"WArn FZ-3 perms or approve any ,., of the applicable DBL. TOP PLATES •K 2 AT 6"O.C.EDGES AND 12'0.Q FIELD...........................(260 PIr) "" Codes or ordinancs. N;, r.rr nit resurned to give authority to violate or cn- um visions of such a J/8"APA RATED PLYWOOD WITH Bd COMMON NAILS 4'O.C. rndes shall be Valid. AT 4TDC.EDGES AND 12'O.C.FIELD.......................... MAw mx,IxR 10--4 WNIMCTIRED ROOF TRUSSES a 24'O.C. 3 (350 PLr) °PTp1n 1'-0" TYP 1/2"DRYWALL 15/32"APA RATED PLYWOOD WITH Btl COMMON NAILS n� 3"O.C. 2X FACIA ABC 15.2 EDGES AND 12'O,C.FIELD(w).....................(490 ruI 'a".I°I.o.M'PD inn)os \ 'n"T oo�n 2 Q xr� srAR IML 2x4 STUD 5 15/32'STRUCTURAL 1 PLTW000 WITH 7Dd COMMON NAILS AT 3/gg'ppLAM X.6'UG BOLJS a B D.C. / 3 � 3b.G AT EDGES AND tYO.C.FlE1D Raw)...........(64D PLF) IU.N 0. s PM 016 Q.C. (\ 15/32'STR PLYWOOD WITH 10d COMMON NAILS UCTURAL 1 3/�B'DIN�1 gBD N/D Q AT 2"O.C.AT EDGES 12'O.C.FIELD(4 )....... .. (870 PUT) ,N.O.) 4 M. BEDROOM BATH FAMILY ROOM NOOK 2x EIGHT m BLKG MID HEIGHT INVESTMENTS BIE PROWDE 2-2%OR 3'NOMINAL OR WIDER FRAMING AT xa I R-13 INSULATION (951 273-0922 ADJOINING PANEL EDGES HWITHEAVY NAILS STAGGERED FOR RIGHT PANEL TYPES N 5 AND 6.SEE HEAW FARMING DETAIL 70 RIGHT TRUSS DEFERRED NOTES SERE SUER WALLL2CONNECION$L A R1 USE 4 SOS SCREWS PER 9'SAID p�P � STUCCO OR SIDING (T«I ', 2%PTMS PROVIDE 2-2X OR 3'NOMINAL OR WIDER MUD SILL PLATE IN E TRUSS PACKAGE SHALL BE SUBMITTED AND APPROVED muLr� ?r1^sN BY THE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT �E HEAVY FSTAGGIERENG D FOR SHEAR RIGHT FINISH TYPE a,5 AND 6 3 1/2"THICK CONC. SLAB FINISH FLOOR SHEET NO. BEFORE TRUSSES ARE FABRICATED. THE STRUCTURAL - CONSULAUIT SHALL REVIEW THE TRUSS PLANS.AND PROVED A LETTER OF REVIEW STATING THAT THE TRUSSES HAVE BEEN RUN PLYWOOD OVER POST AND/OR APPLY PLYWOOD BEFORE BOX-OUT S FINISH GRADE REVIEW AND IRE CONSISTENT WITH THE BUILDING DESIGN. �w E TIO n/ /A WEEP SCREED ►`\JT JJ .J / l V %1 "MReAIIro'R. SCALE : 3/8"=1'-O" .•��� 15 OF SHEETS 15 J P: CURRENT ABC INVESTMENTS 10—SITE }AI � r UNIT A REVISIONS BY \ \ LIVING AREA ),..,` 1600 SO. FT. BUILDING CODE rll I� J ` j PORCH BUILDING ZONE HIGH DENSITY 240 SQ. FT. LOT 12 CONSTRUCTION TYPE f BUILDING V—NR 1997 UNIFORM BUILDING CODE J;' \, UNIT B BLOCK GARAGE AREA LIVING V—FIR 2000 UNIFORM MECHANICAL CODE 1 � u jl / 750 SQ. FT. TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE P sus t / GARAGES 934 SQ. FT. BUILDING R-3 2001 CALIFORNIA BUILDING CODE PAVEMENT AREA 2696 SQ. FT. MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE f CITY LAKE ELSINORE 2001 CALIFORNIA PLUMBING CODE 7 /w��vE NUMBER OF STORIES 2002 NATIONAL ELECTRICAL CODE 1 NET. SQ. FOOTAGE COUNTY RIVERSIDE 2004 CALIFORNIA ELECTRICAL CODE I/ t 71 _9000 SQ. FT. BUILDING ; 2005 T-24 ENERGY REG, f �j $t gel 'l !t' GROSS SQ. FOOTAGE 9000 SO. FT. STATE CA. GARAGE t I „ A.P.N. 374-061-005 / N.I32 % LOT COVERAGE �O VICINITY MAP BUILDINO SUMMARY LEGAL DESCRIPTION BUILDING ANALY515 z �z O z N� t=zdw U--A VACANT LOT HD SHEET INDEX -A 4J �7(9TH IRON FENCE 6'HEIGHT CORATIVE RETURN WALL WOOD FENCE b'HEIGHT I5000 �— PLACED INSIDE PROP.LINE TYP. NEW DRIVEWAY 26.7%COVERED BY PAVEMENT _ PARKING I y u PR OPOSED RESIDNOE TYPE BUNGALOWof � I y - ylu PARKING 2 „ -•��Cj `I TITLE SHEET I$ SITE z y y HD 2 FLOOR PLAN UNIT A PLAN PROLEG WILL BE UNIT A > y V CONNECTD TO SEWER d FLOOR PLAN UNIT S Z n / / /// k/ACANT LOT m -W�� w w/ w - I�� t y V 5-1 FOUNDATION UNIT A,B N d W 'EN SPACE =1L + OPENS AGE �W �Q a/ 526 FRAM I NO UNIT A,B � °o� "� d d d/ W SE3S ROOF a SEGGTION UNIT A,B t— [j ma y 4 ELEVATIONS UNIT A,B « 5 ELEVATIONS UNIT A,B �, .. PAD .. . PROVED O y r. y .. P MIT ISSUASM— ., ELECTRICAL UNIT B to POST W UGHT IRON FENCE 6'HEIGHT WOOD FENCE 6'HEIGHT 150.00 ATE� p ' e(� DECORATIVE RETURN WALL PLACED INSIDE PROP.LINE TYP. V 1 CltyOfialLeE�einore VACANT L T E ass piano have has r w for FOUNDATION DETAILS w CITY OF LAK� ELSINORE eoreby gran oodef an or anoa.Aothotls�Mot1 Y rl.enme Y nApproval \, IT granted t agencies. portrL9TT "l I FRAMING DETAILS o DIVISION 4J) in approval by ell ce Ciry agenGee. BUILDING NOTES: The approval sf to se pl n9"ehel net be col; m% FRAMING DEVILS Att `r' }•}v' CONSTRUCTION COVERAGE 32% podes or approve . y pardon of urn �ppIIgDH L�NDSG�PE PLAN � `u } 3d,v ,r F codes or ordinance. No permit presumglfy�tOdLivs PERMIT# AREA COVERED w authority t6 violate o cancel the provlalo of s z�tt�� nodes shall be vatld, KF - Q BY PAVEMENT 26% L'2 DETAILS w 1Q) V_ P 4 z ul A� ®��� COVERED BY LANDSCAPE 42% 1--� DEVILS 'y TRUSS FABRICATION NOTES A. SHOPDRAWINOSAN05T0.1/CTURgLCALCVIATIONSSHALLIEPREPAREDBYDiLE AeRICATOK5LBMITrED PROJECT WILL BE o Q ry FORAPPKOVAL TO THE AKIIITECTOR ENGINEER OF RECORD PRIOR TO BEING SV]MITTEp FOR REVIEW CONNECTED TO SEWER N } TO THE BUILDING OFFICIAL b a. THE STRUCTURAL DESIGN OF THE TRUSSES SHALL INCLUDE ALL DEAD AND LIVE LOADS REQUIRED BY THE W ry 5 I T E I— L A N CAUFO14ORDRNABADDS UE CODE,INCLUDING FO FS SPRNKER LOADS.HVAC EQUIPMENT DADS AND ALL NO CURB,GUTTER,STREEf LIGTHS. CHORDAXIAL(DADS DUE TO SEISMIC FORCER, C NO ROOF tHFATiINLOR FR MIN IN D CTION S.A R RFO AEDL NT T{,App DTR 5t SCALE: I"=10'-O" PL N5 ARE ON THE)05 SITE AND AV-Al FOR INSPECTION, W4NTER9SEWE4 .-'. 1.. I,CONTRACTOR SHALL,PRIOR I IAMMENGEMENT IM WORK,FIELD VERIFY ALL REWIRED CITY AND COUNTY LICENSES SHALL BE AL W IRED AND R. INTERIOR WALL AND LEILIN6 FINISHES SHALL NOT EXCEED FLAM SPREAD THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF SYSTEM EVMWD ALL Ex15TIN6 PROJ•LT CONDITIONS,INCLWIN6 DIMENSIONS AND VTLIN PAID FOR BY THE INDIVIDUAL TRADES. CLASSIFICATIONS DICTATED BY ALL APRICABLG BUILDING CODES. HEADS,PLIIMBIN6 LINES,AND VALVES 50 AS NOT TO BE IN CONFLICT 3I315 LHANEY STREET LOCATIONS ANp UrILITY SIZES. (R61)5T4-3145 AL AGUIRRE & ASSOCIATES INC. FIELD INFORMATION OF DISCREPANCIES SHALL Be RECORDED ON A ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN¢ 10.GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO WITH OTHER SYSTEMS CR TIE INTERIOR DECOR AND STILL BE LOCATED REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED ARY R TO ARCHITECT COMPENSATION ON FILE WITH THE gPPROPIgTE AGENCIES. ALL LOCAL 6OVERNIN5 BUILDING CODES AND ORDINANCES, AS GOVERNED BY FIRE SPRINKLER CODES AND SYSTEM EN SINEEMN6. ELSINORE WATER DISTRICT FOR PROJECT RETARD,CO NATION,AND NECESSARY RESOLUTION 16aRR LAKESHORE DRIVE 2222 KANSAS AVE. SUITE D PRIOR TO CONTINUING WITH WORK, 5.CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF It.ALL GU55 AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING MAKIN"SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW OF The LAKE ELSINORE,CA.92550 CONTRACTOR SHALL VERIFY,AND BE ESPONSIBLE FO ALL WORK AND LOCAL HEALTH DEPARTMENT AND THE TEMPORARY AND FINAL CODES AS WELL AS THE U.S.CONSUMER PRODUCT SAFETY COMMISION, CONTRACTOR'S COORDINATION OF SYSTEM WITH THE EC516N INTENT or (M51)6T4]IOa RIVERSIDE, CA 92507 R SAFETY STANDARDS FOR ARC PART 1 TEAL GLAZING MATERIALS(47 FR, THE PROJECT PRIOR TO INSTALLATION. TEL. (951) 684-4222 O MATENALS-INLLUDIN6 THOSE FURNISHED BY SJBLONTRALTORS, LGRTIPICATES Of OCCUPANCY. SAFETY Y ST NO.Ib,CHAPTER it,PART 1201). 6.CONTRACTOR SHALL PROVIDE BALKING FOR W-FORT OF 15.FIRE SPRINKLERS SHALL BE AUTOMATIC TO PROVIDE 100%COVERA6e �LITY-0hr•A1R° FAX: (951) 684-4333 N SCALED DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT 12.PIPES,CONDUITS,OR DUCTS EXCFEDIN6 OM TARO a THE SLAB OR AND SHALL COMPLY WITH THE RELOMENVATIONS OF THE NATIONAL VERIZON SCALE DRAWIN6G TO DETERMINE ANY LOCATIONS.T$ARCHITECT ALL W'I'1-L•CEILING,AND PARTITION MOUNTED ITEMS SUCH A5 MEMBER THICKNESS SHALL NOT Be PLACED IN STPL'GTRAL CONCRETE (a00)4B3_4000 LIGHT COORDINATE L,SHELVING,AND R MENT,AND TELEVISIONS. UNLESS SPECIFICALLY DETAILED.REFER TO MECHANICAL,ELECTRICAL, FIRE PROTECTION ASSOCIATION(NPPN STANDARDS PAMPHLET NO,13 SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO CONTINUINb COORDINATE LOCATIONS AND REQUIREMENTS WITH THE WITH WORK. FLL1,01,16,MECHANICAL,ELECTRICAL DRANNOS. FLLMBIN6,AND STRUCTURAL DRAWIN65 FOR LOCATION Or SLEEVES AND (LATEST EDITION)AND THE OWSRS INSURANCE VWERWRITER(5). THE 6AS COMPANY THIS PLAN AND ANY ACCOMPARYIN6 DOCUMENT Ale THE WORK PRODUCT AND TIE PROPERTY CP AGUIRRE DRA4r1 OTHER ACCESORIES. (a00)4V-2200 R ASSOC. MIRE IN AFTER CALLED'THE COMPANY-)AND MAY NOT Be USED,COPIED,OR REPRCOJLBD IeOCQTO O• ALL DIMENSIONS ON PLANS ARE TO CENTER LDS OF WALL6/COLUMNS, T, IT SHALL BE THE RESErMR SHCN OF THE CONTRACTOR ANSI TO LOCATE ALL le.AS OV%R OPENINGS SHALL COMPLY WITH ALL SECURITY ANCE5.METHS WITHOVT THE W ITIBN PERMISSION OF TIE COMPANY. THESE PLANS ARID ANY ACCOMPANYING AND FADE Or STUD(PO OR PALE OP MASONRY(PD.MJ,UNLESS ExISTING UTILITIES,WETHER SHOY61 HEREIN OR NOT,AND TO PROTECT 15.CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDIN64 AND AS OVILIt9 IN ALL LOCAL BUILDING CODES AND ORDIN.41LE5. SLB ��OTffRWP�E' 11#M FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL E%PENSE FOR RECOMENDATIONS SET FORTH IN THE SOILS REPORT.THE ARCHTECT 17.ACCURATE A5-EUILT DRAWINGS 511A11 BE GENERATED BY CONTRACTOR ( )655-4555 DOCIMFM1 OR PROPOSALS SHALL BE MID FOIR AS A WORK PRODUCT FOR A PRICE AGREED L►ON. CHECKED 2.ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERN THE ACCiz g REPNO ORT,TONpIy FOR THE FINAL RECOMMENDATIONS. OF T E FINDIN65 IN pURIN6 CONSTRUCTION AND SUBMITTED TO OPPIER WON COMPLETION DELIVERY OF THIS PLAN AND ANY ACCOMPANYING DOLNENTS TO THE OWNER OR HIS LONTRACTOR 15 /J.A,anRpC DAMAGED BY OPERATIONS IN LONJJNCTION WI1N EXECUTION OF WORK or FINAL PUNCH LIST,BUT PRIOR TO aeQUE57 FOIR FINAL PAYMENT. T3PfEVIOIOH CAS CONDITIONED WON THE ABOVE UNDBRSTANDING AND ANY VIOLATION OP THIS CONDITION MAY BE APPLILL AS L LO H6 CODES,THE AMERICANS WTI DISABILITIES ACT, ENJOINED LWOR REDRESSED IN DAMA6E5 IN ANY COURT HAVING JRIW THI ON Or THE SUBJECT MATTER. DATE A9 WBLL AS ALL OTTER LOCAL GOJeRNINb LODES AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE NOTIFY THE SOILS ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING 16.ROOF DESTRUCTIONS SUCH AS TRN15IONS ANTENNA,SOLAR PANELS, COMLAST CABLE DII4NSION5,MEASUREMENTS,AND LOCATION OF PRCSeNT OR PURPOSE PLUMBING,ELECTRICAL,AND II-70-06 5.ALL SLECTRILAL,MECHANICAL,AND RUMBIN6 WORK SHALL CONFORM WITH ALL APPLICABLE WILDIN6 CODES, YI0RK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING AND 61JY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A 556 BIRLH STREET OTHER PSIONS,ME ARE ALL REPRESENTED LOCATION THE BASIS OF THE BEST INFORMATION AVAILABLE AND TO THE REWIREMENT•OF ALL LEGALLY CONTITOW AUTHORITIES 6RADIN6 OR FOUNDATION CONSTRUCTION. WAY AS TO PREVENT FIRE DEPARTMENT ACCES OR E6RESS IN THE LAKE ELSINORE,CA.92530 SALE CONTRACTOR TOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING,EUT NOT 1066)255-5T69 ARE SUBL-T TO YMPICATION. PROPOSED OUTLETS AND PACILITICS MAY BE SUB.BLT TO CHANLSES IN HAVING JRL BULL ION. 14.AUTOMATIC FIRE SPRIKKLBR SYSTEM DESIGN AND INSTALLATION IS THE EVENT OF A PIRG. PLANS,OR WORK TO BE DOtIU',BEYOND COMPANY CONTROL.THE COMPANY MAKES NO REPRESE\TATION �• LIMITED TO,SHORING,BRACING,AID ALL OTHER B.iPPORTS(INLLUDIN6 COMPLETE•DESIGN-BUILD'O THE ARCHITECT OF R.CONTRACTOR.CO PRIOR AS TO THE ADBI OF SUCH OTHER FACILITIES OR THEIR COMPLIANCe WITH APPLICABLE COC'P_5 AND 4.THE GENERAL WILDING PERMITS SHALL Be PAID FOR BY TM^_OWNER i0 INSTALLATION,SUBMIT TO THE ARCHITECT FOR.REVIERL COMPILTE ORDINANGS. JOB AND SECURED BY THE GENERAL CONTRACTOR ALL OTHER REWIRE INTE6RIN ar THE BUILDING. PERMITS SHALL BE SeLJRED AND PAID FOR BY T LOh FIRE SPRINKLER SYSTEM DRAWIN69 WITH APPROVALS BY ALL A6ENCCS S SHEET OR ENGINEERING OP SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRCTURAL ` ' N3LONTRACTOR DIRECTLY RESPONSIBLE. ALL DEMOLITION AND CUTTIN6 SHALL BE PER-00I ED IN A MANNER AND �� BY METHODS WHICH ENSURE AGAINST DAMAGE 70 Ex15TIN6 WORK, I. CITY OF LAKE ELSINORE shall mitigate any Flooding and/or eroson downstream caused by development REVISICNS BY ENGINEERING DIVISION of the site and/or diversion of drainage. .The applicant shall be required to remove and replace any fencing that is a CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERA FLOODING effected neighboring property owners. If the existing fencing is in goad \ PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community \,All Public Works requirements shall be complied with m a condition of 6A.Part of this lot is within the]00 year f ood plane,the minimum finished grade FAMILY RESIDENCE LOCATED AT 412 Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. LANCSTAFF STREET(ApN:374.061.005) \\ building permit. -The applicant shall provide a flat concrete pad a minimum of 3'-0"by T-G" FEES GENERALCONDITIONS djacent to the dwelling unit.The storage pad for trash barrels shall be The applicant shall submit a"Will Serve" letter to the City Engineering concealed from public view. �Divtsion from the applicable water agency stating that water and sewer 63.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC The applicant shall defend(with counsel acceptable to the City),indemnify,and arrangements have been made for this project and specify the technical data for 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee hold harmless the City,its Official,Officers,Employees,and Agents from any 211,The applicant shall submit a check in the amount of$64.00 made payable to th,e the water service at the location such as water pressu wand volume etc is $359.00(Nichols Street SE. Disc) and the current TUMF amount is claim,action,or proceeding against the City,its Official,Officers,Employees, County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. $9,693.00.The amount of fees shall be adjusted according to the Fee schedule or Agents to attach,set aside,void,or annul an approval of the City,its the Planning Division for processing within 48 hours of the projects approval. current at the time of payment. advisory agencies, appeal boards, or legislative body concerning the \ '\,Arrangements for relocation of utility company facilities(power poles,vaults, commercial project,which action is bought within the time period provided for The applicant shall place a weatherproof 3'x 3'sign at the entrance to the 6te.)out of the roadway or alley shall be the responsibility of the property 66.The applicant is to provide in-lieu payments for future off site public '{CLAN<_&I&1 Z in California Government Code Sections 65009 and/or 66499.37,and Public roject site identifying the approved days and hours of construction activity and owner or his agent. improvements prior to building permit-(Res.86-35)In-lieu payment shall be Resources Code Section 21167.The City will promptly notify the Applicant of a statement that complaints regarding the operation can be lodged with the City \ calculated by developers'engineer or s-chitect and submitted for city engineers any such claim,action,or proceeding against the City and will cooperate fully of Lake Elsinore Code Enforcement Division(951)674-3124. 1LS.the applicant shall provide fire protection access and facilities as required in approval.The estimate shall be based on current cost of street improvements with the defense. If the City fails to promptly notify the Applicant of any such writing by Riverside County Fire. from property line to centerline of the street within the property limits,plus a G claim,or proceeding,the Applicant shall not,thereafter,be responsible to �6•The proposed second unit shall comply with all requirements and provisions c f \ 15%added cost for engineering and corstruction administration. TY defend,indemnify,or hold harmless the City. hapter 17.17(Second Units)of the Lake Elsinore Municipal Code. �i6.ln accordance with the City's Franchise Agreement for waste disposal& \recycling,the applicant shall be required to contract with CR&R Inc. for STORMWATEW CLEANWATER PROTECTION PROGRAM The decision of the Planning Commission shall be final ten(10)days from the PRIOR TO THE ISSUANCE OFBU/LD/N•PERMITS removal and disposal of all waste material,debris,vegetation and other rubbish date of the decision,unless an appeal has been filed with the City Clerk's Office \ generated during cleaning,demolition,clear and grubbing or all other phases of .The City of Lake Elsinore has adopted ordinances for storm water management pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal 2q.AII walls and/or fencing need to be located off the property line and so construction. and discharge control. In accordance with state and federal law,these local ae Code. indicated on the construction plans.If the Applicant proposes to place any walls storm water ordinances rohibit the discharge of waste into storm drain system and/or fencing on the property line he/she must submit a notarized agreement ,All grading and street improvement plans submitted to engineering shall be or local surface waters. This includes non-storm water discharges containing If the project proposes an outdoor storage lank,the applicant shall locate the between the subject property owner and the adjacent property owner to the drawn on 24"x 36"Myles and be set into City's specific border and title block oil,grease,detergents,trash,or other waste remains.Brochures of"Storm.water unit within the side or rear yards.If location must be within the front yard,the Planning Department prior to issuance ofa building permit. and include city specific general notes for grading or street improvements Pollution, What You Should Know" describing preventing measures are applicant shall provide a method of screening subject to the review and respectively. Digital files for the border and the notes are available by request available at City Hall. ok approval of the Director of Community Development or his designee. 28.The applicant shall provide assurance that all required fees to the Lake Elsinor_ to"agutierez@lake-eisinem.org". Unified 'ct have been paid prior to issuance of building permits. PLEASE NOTE:The discharge of po'.lutants into street,gutters,storm drain Minor Design Review approval of a single-family dwelling unit with a second STREET IMPROVEMENTS system,or waterways-without Regions!Water Quality Control Board permit or nit located directly above the attached garages located at 412 Langstaff Street .The applicant shall pay park-in-lieu fees in of ect a e ime prior to issuance a \ waver-is strictly prohibited by local ordinances and state and federal law. o(ApN:less a builds will lapse and become void one on year a the approval building permits. Dg.The applicant shall construct all public works improvements from property line date unless a building permit is issued and construction commenced and the to one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT project is diligently being pursued toward completion. a applicant shall pay the Multiple Species Habitat onservation Plan Fee section shall be 3"Asphalt Concrete over 5"Aggregate Base)and pavement d' (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) transitions(2.5"AC over compacted native base)per approved street plans 8.Water and sewer is available to the prr_ject.The applicant shall request a'will 'S. All Conditions of Approval shall be reproduced upon page one of building prior to obtaining building permits. (LEMC Title 12).All plans shall be approved and signed by the City Engineer serve'letter for the service of water and sewer. \ h,plans submitted to the Building and Safety Division for Plan Check. rior to issuance of buildmg permit(LEMC 16.34). \'�4{ 3I.Prior to the issuance of any building permit for the Project,the Developer shall \ COMMUNITY SERVICES DEPARTMENT Prior to issuance ofany grading or building permits,the applicant shall sign and enter into an agreement with the City and the Redevelopment Agency of the 49,A California Registered Civil Engineer shall prepare street and alley \\ complete an"Acknowledgement of Conditions,"and shall return the executed City of Lake Elsinore to provide(a)IS°/s of the units constructed in the Project Improvement plans and specifications.All improvements shall be designed and 69t.The applicanUdeveloper is to pay park fees$1,600 per unit(I unit @$1,600 original to the Community Development Department for inclusion in the case as affordable housing units in accordance with the requirements of Section constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). records. 33413(b)(2)of the California Community Redevelopment Law(Health&. City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as existing and future profiles at centerline of street,at to of curb and at 70.The applicant/developer is to co¢ I with all NPDES storm water - All materials and colors depicted on the plans and materials board shall be used determined by the City which may include(without limitation dedication of Pmcomply centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. unless modified by the Applicant and approved by the Community vacant land,construction of affordable units on another site,or payment of an property limits on Langstaff Street centerline. Development Director or designee. in-lieu fee at the rate of$2.00 per square-foot of assessable space for each `S(t.The applicant/developer is to participate in the City-wide LLMD. d, dwelling unit in the Project.For purposes of this condition,"assessable space'" O.If the existing street improvements are to be modified,the existing sleet plans �`q.All site improvements shall be constructed as indicated on the approved site means all of the squ, walk to y,within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding plan and elevations,with revisions as noted herein.The applicant shall meet all including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit An encroachment permit will be required to do \construction debris removal and recycling as per Section 8.32 of the Lake required setbacks,and development standards pursuant to the High Density detached accessory structure,or similar area.The amount of the square-footage \ the work Elsinore Municipal Code. (HD)zoning district of the Historic Elsinore Overlay District and Historic within the perimeter ofa residential structure shall be calculated by the building . Elsinore Architectural Design Standards.Any revisions to the Minor Design department of the City in accordance with the standard practice of the City im 51.AI1 work done under as encroachment permit for off-site improvements of The developer/applicant is to meet City, curb, gutter, and sidewalk Review attached hereto shall be processed in a similar manner as the original calculating s utility lines shall be delineated on the street improvement plans and approved ??3 quirements. Minor Design Review.All plans submitted for Building Division plan check l shall h pay al applicable Library Capital Improvement Fund fee li The applicant sa „ and signed by the City Engineer prior to issuance of building permits. shall conform to the submitted plans as modified by the Conditions of 32. \ 4.The City's Landscape Architect is to review all landsca and/or irti anon Approval. prior to the issuance ofa building permit. y2.The applicant shall pay all fees and meet requirements of an encroachment Mans. g V.All windows shall use permit issued by the Engineering Division for construction of off site public foam surrounds and/or other architectural-type features 3.Prior m the issuance of a building permit,the applicant shall revise the works improvements(LEMC12.08,Res.83-78).All fees and requirements for approved by the Community Development Director or designee. construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. square-feet. N.All necessary exterior/ancillary equipment shall be effectively screened from r GRADING public view.All proposed screening methods shall be reviewed and approved ,34.The applicant shall revise the revised landscape plan to indicate that all the Community Developer Director or designee. proposed trees will be a minimum of twenty-four inch(24")box in size,prior to ,The developer shall obtain all necessary off-site easements for off-site grading V r\' the issuance ofa building permit. from the adjacent property owners prior to issuance of grading permit approval. ry.Alt roofing materials shall have a minimum Class"A"Fire rating,and so noted \ on the construction plans,prior to the issuance ofa building permit. PRIOR TO THE ISSUANCE 0 F A CERTIFICATE 0F0 CCUpANCF 34,The applicant shall apply and obtain a grading permit with appropriate security 'f \ l4.The Applicant is to meet all applicable City Codes and Ordinances. � 3�.The Applicant shall plant twenty-four inch(24")box street trees along all street prior to any grading activity. ,f 5d/signed by a California Registered Civil Engineer is 14J f3.A cash bond of SI,000.00 shall be required for any construction trailers placed frontages selected from the City Street Tree List,a maximum of thirty feet(30') ,A grading plan stamped/signed apart.Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the on the site and used during construction. Bonds will be released after removal existing drainage Row pattern is substantially modified as determined by the Punning Commission Appmvcd y Director or designee prior to issuance of a Certificate of Occupancy. City Engineer.The grading plan shall show volumes of cut and fill,adequate Frbm.•6.±as7 C� of trailers and restoration of the site to an acceptable state,subject to the \16 contours and/or spot elevations of the existing ground as surveyed by a s\ Ill .The applicant shall provide an irrigation system for landscaped areas onsite as licensed surveyor or civil engineer.All contours shall extend to minimum of 15 V f approval of the Community Development Director or designee. ��shown on the landscape plans.The irrigation system shall be fully installed and feel be O yond property lints indicate existing drainage pattern.The applicant .The Applicant shall comply with the City's Noise Ordinance.Construction operational prior to the issuance of a Certificate ofOccupancy. shall apply and obtain a grading permit with appropriate security prior to activity shall be limited to the hours of 7:00 AM to 5:00 PM,Monde throw grading permit issuance. V 1 Y BI' 7.The Applicant shah provide a rain censor.The rain censor shall be installed Friday,and no construction activity shall occur on Saturdays,Sundays or legalrior to the issuance ofa Certificate of Occupancy. 1— holidays. �6.This property is within the Lake Elsinore specific boundary and therefore no - O r� V.A11 exposed slopes in excess of three feet(3')in height shall have permanent import of soil is allowed a elevations below 1264.00.t Ordinance. Applicant shall comply with all requirements of the a mil Grading irrigation system and erosion control vegetation installed,as approved the \ Ordinance. Construction generated dust end erosion shall be mitigated in PP by 7m7.The applicant shall provide soils;geology and seismic report,as part of this City's Landscape Architect.A Planting and Irrigation Plan shall be submitted, \report address the requirement of the Alquist-Priolo Earthquake Fault Zoning _ ,s I r'v,._a j v t !1] accordance with the provisions of Municipal Cade,Chapter 15.72 and using approved and planted prior to the issuance of a Certificate of Occupancy.Fees Act The applicant shall provide final soils report showing compliance with accepted control techniques.Interim erosion control measures shall be provided are required for review of plans and inspections. Q Q r thirty(30)days after the site's rough grading,as approved by the City Engineer. recommendations. 1'6.Any exterior air conditioning or other mechanical equipment shall be ground 3 •The building address shall be ri minimum of four inches(4")high and shall be 58.The applicant shall provide erosion control measures as part of their grading .'qMt e.n APPROVED { easily visible from the public right building -of-way.Care shall.I taken io select colors \plan.The applicant shall contribute to protection of storm water quality and "�• a3r mounted end screened it that they are not visible from neighboring property or FOR PERMIT ISSUANCE + Q P Y and materials that contrast with building walls or trim.Installation of building L Ill public streets.fee conditioning units and related equipment may not encroach meet the goals of the Bly(P in Supplement"A"in the Riverside County NPDES SCOTTFAZEKAS&ASSOCIATES,MC" address shall be done prior to the issuance of a certificate of occupancy. Drainage Area Management Plan. more than two-feet(2')into the required minimum side yard setback. BY DATE — _ r .The applicant `n �Q pp ant shall meet all Conditions of Approval prior to the issuance ofa ,All grading shall be done under the supervision of a geotechnical engineer and These plena have been reviewed for adherence to the N IU 't.Z.twenty shall')constructed m provide a minimum interior clear space of Certificate of Occupancy and release of utilities. B applicable codes end ordinance. Auttollzation M twenty feet(20')xtwenty feet(20')For two(2)tars and so noted on the plans. he shall certify all slopes steeper than 2 to t for stability and proper erosion hereby granted to Issue a building permll pending " —t N control. approval by all applicable City agencies '," (.The applicant shall submit a written covenant to the Community Developer r4.The Applicant shall provide shrubs and plant submatject to he shown on the Department and signed by the record owner,which is to be recorded against the DRAINAGE The Issuance or granting of a permit based on landscape plan.Any changes to this plan shalt be subject to the approval of the property.The written covenant shall require that at all times either the single- approval of these plans shall not be construed to Community Development Director or designee. The landscape plan \ permit or approve any violation of the applicable P P family unit or the second unit be owner occupied and shall prohibit the rental of `60.A11 an-site drainage shalt be conveyed to a public facility,accepted by adjacent cedes or ordinance. No permit Of the d li able improvements and plantings shall be fully installed prior to issuance ofa both units at the same time.It shall further provide that the second unit shall not Certificate of Occupancy. property owners by a notarized letter of drainage acceptance,or conveyed to a authority to violate or cancel the provls:one of such at be sold,or titled thereto[mastered)separate an apart from the entire parcel. drainage easement codes shall be valid. The written restrictive covenant shall further require that the City be notified t. _19.Planting within fifteen feet(IS')of ingress/egress points shall be no higher than sale or transfer of the property upon the close of escrow or prior to the effective \ � 36 inches. bl.All natural drainage traversing the site shall be conveyed through the site,or f date of transfer if no escrow is used. shall be collected and conveyed by a method approved by the City Engineer. "20.Driveways shall be constructed of concrete per Building and Safety Division \ standards. d2.Alt roof drains shall not be allowed to outlet directly through coring in the street curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to Ali walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities S a+eam 5 (36")in height with the exception that wrought-iron fences may be five feet(Y) \ MIED in height.Chain link fences shall be prohibited. Pramins C" rri.w Avvrnvm 113.The applicant is to submit Hydrology and Hydraulic Reports for review and AL wT %.v,i Commission Approved Fm""ry 6.2007 approval by City Engineer prior to issuance of grading permits.The developer Fcbmay 6.?ea7 Pbnnlnt 6.2007 bit Appmvcd OD-01-09 e Fc6nruy 6,r007 arA,E JOB 40. 8 s - aNGT g ;:' REVISIONS 0y CITY OF LAKE ELSENORE CITY OF lAKF ELSINOR CYTY OF LAKE ELSINORE COM TY DEVELOPMENT DEPARTMENT COMMiiNTIY DEYELOPMEN7 DEPARTMENT COMMUPBTY DEVELOPMENT DEPARTM1I h CONSTRUCTIQ&EI.AN COMMENTS FOR A SFR n 412 LANGSTAFF ST. CONSTRUCTION PLAN COMMENTS FOR A SFR 0.412 LANGSTAFF ST CONSTRUCTION PLAN COM1/MENTS FOR A SFR @ 412 LAN------ST. PAGEtOF3 PAGE 2OP3 PAGE 3OF3 The Community Davdopment Mputmcal hs reviewed the co.—,i..d..iag,u,ori,..d 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect than the proposed second unit does not exceed 800 —h the above f naJ ptojecr and provido the follommg commeno,THESE ISSUES MUST Unified School District have been paid prior to issuance of building permits. square-feet.(Please revue accordingly). BE ADDRESSED PRIOR TO THE ISSIMANCE OF BUILDINQ PERMITS (Please provide assurances to the Planning Division that this condition has been met). 12.The applicant shall revise the revised landscape plan to indicate that all -All Conditions of Approval shall be repreduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building pecatit.(Please address this condition as well as revise accordingly)• building permits.(Please provide assurances to the Planning Division that this providing a landscape plan fir cf was approved by the Planning Commission). condition has been met). �rior to issuance of any grading or building permits,the applicant shall sign and I3.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditic:ts,"and shall ream the executed 8.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and signed by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 dulac) property.The written covenant:shall require that at all times either the single- records.(This was submitted and signed by A Mr.Steve Beyler.However,Mr. prior to obtaining building permits.(Please provide assurances to the planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as the applicant or property or owner within the project Division that this condition has been met). both units at the same time.It sEiall further provide that the second unit shall not file.The applicant or property owner nee,es to sign or Mr.Beyler needs to be sold,or titled thereto trans erred,separate an apart from the entire parcel. provide written documentation that he empowered to sign or is the current 9. Prior to the issuance of any building permit for the Project,Developer shall The written restrictive covenant shall further require that the City be notified of property owner). enter into an agreement with the City and the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective City of fake Elsinore to provide(a)15%of the units constructed in the Project date of transfer if no escrow is used.(Please be advised that the above All roofing material shall have a minimum Class•'A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Oecapmuy). on the construction plans,prior to the issuance of a building permit.(Please 33413(bx2)of the California Community Redevelopment Law(Health& \ revise accordingly). Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as 14.For the proposed project Iocaated at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a"Bungalow"style architecture and not a"Craftsman" 4\A cash bond of$1,000.00 shall be required dor any construction trailers placed vacant land,construction of affordable units on another site,or payment of an in style architecture.(Please revise the proposed project to match what was n the site and used during construction. Bends will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Cotnmt rsion). of toilers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project For purposes of this condition,"assessable space" approval ofthe Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 15.Please attach the Planning Commission approved pre-liminary grading and this item ifyou will be utilizing a ronslructGan trailer.Ifyou will not be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. a construction trailer,please disregard this"mrdition)• detached accessory structure,or similar area.The amount of the square footage If you have toy gutsd'm or comm pikas ents e do not hesitate to conutt me at(95 i)674-3124 ext. within the perimeter of a residential structure shall be calculated by the building oe or-d.tanm.ar+ 0 All walls and/or fencing need to be located off the property line and so department of the City in accordance with the standard practice of the City in 295 emaa n icad,mm 'ndicated on the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to Ike Planning Rupee and/or fencing on the property line he/she roust submit a notarized agreement Division) between the subject property owner and the adjacent property owner to the iaaar, Planning Department prior to issuance of a building permit.(Please address IO.The applicant shall pay all applicable Library Capital Improvement Fund fee,accordingly). prior to the issuance of a building permit.(Please provide assurance to the Planning Division that this has been met). 1[.Prior to the issuance of a building permit,the applicant shall revise the V z tu +IIrw � � APPROVED Q N W FOR PERMIT ISSUANCE z Q BCOTT FAZEKAS&ASSOCIATES,INC, Z Y BY DATE (� N Ill These plane have bean reviewed for adherence to the applicable codes a.nd ordinance. Authorization is hereby granted to ssue a building permit pending approval by all applicaule,City agencies. The Issuance or g-anting of a permit based on / approval of these cans shall not be construed to permit or approve any violation of the applicable codes or ordinance, No permit presumed to give authority to violate ur cancel the provision.of such codes shall be valid h i 7 Y DRAWN e CHECKED AL AeUI10M DATE OD-OI-ers SCAE g 1/4•�I'-0' JOB NO. 8 3 SHEET �a 1 P IcaRR�Nr1A�/nvFsrMc�vrico REVISIONS By FLOOR PLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.MALL INSULATION SHALL BE R-13 3.ROOF INSULATION SHALL BE R-30 4.UNDER FLOOR INSULATION SHALL BE R-I9 S.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL BE CFI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROOF. b.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT T.ALL WINDOW5 SHALL BE DUAL PANE 40'-0.. 6.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. 9.PROVIDE 30"X 22"ATTIC ACCESS IO.FAN5 SHALL HAVE 5 AIR CHANGES PER HOUR II.APPROVED SMOKE DETECTOR WITHIN 12'OF THE CEILING AT THIS LOCATION 4'-O" '-4" 4'-I" 5'-10" 10'-b" 4'-'1" :2 PROVIDE EARTHQUAKE 5TRAF5 AT TOP AND BOTTOM OF WATER HEATER IB.ROOF ATTIC HEATING OR A,C.BOUIPMENT ON BEARING WALLS OR BEAMS. 6043 ALSL P.) FOR TRUSSED ROOFS,DOUBLE TRUSSES. 03 ALSL 40 ALSL 6066 AL L(5LDR 14.PROVIDE APPROVED BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIB5. 2°° q 15.61-AZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING b MATERIAL IN ACORDANCE WITH SECTION 2406.4(SEE EXCEPTIO1,15): V 0).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED E06E OF THE GLAZING 15 WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF Fi4M/L Y THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF a f1 BA7t/ VAULTED THE GLAZING 15 LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. WINDOW ADJACENT TO DOOR AT KITCHEN. 1L-1 Ib"ATTIC VENTILATION OPENIN65 SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4-INCH IN DIMENSION."5EOTION 1505.5. IT."THE MANUFACTURED NINDOWS SHALL HAVE A LABEL ATTACHED CRTIFIED BY O Ai THE NATIONAL FENESTRATION RATING COUNCIL NFRC)AND 5HONING COMPLIANCE WITH THE ENERGY CALCULATIONS." - r ONBE PZ FIBER. NOOK NOTE: 'I ' M.BEORG✓JM VAULTED 4 ALL NEW GLAZING WILL BE INSTALLED '`' VAULTED n WITH A CERTIFYING LABEL ATTACHED SHOWING THE U VALVE. T NOTE: Z W/G PANT. 0 I "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. e K/TGHEN SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." . DOORS AND PANELS OF SHOWER AND BATHTUB ENOLO'WREB v (�Q J SHOULD Be FULLY TEMPERED,LAMINATED SAFETY GLAS5 J I;TaIFONA �� $ OR APPROVED PLASTD V Q I RANGE mo m F MAX. FLU5H VOLUMES a PZ FIBER. ��/ � � � � v g AND FLOW RATES V BEO/FOOM WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) Q N VAULTED 3-2 2 URINALS: IA GALLONS PER FLUSH �� � SHOWER HEADS 2.5 GALLONS PER MINUTE v AA. q FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAYS) 2° O m pg yV - D/N/ NOTE: `t I• NO SLIP JOINT CONNECTIONS L ry 4'a TO ROOF VAULTED 2. USE COPPER FOR WATER PIPING -- r VENT DUCT. 7 2°° in BACKDRAFT DAMPERS 5 ABS PIPE O 4. PROVIDE CLEAN DRAINAGE,AT GRAVE NEAR CONNECTION 6 OF BUILDING SEVER AND BUILDING DRAIN. m 5. PROVIDE 2 50.IN,PER 1000 BTU/H M N N b° ❑ O MINIMUM FREE AREA OF RETURN AIR DUOTSOR OPPENINGS. N CL 6. CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL Be �X 4 2°s } VOF ALVE PRESSURE BALANCE OR THERMOSTATIC MIXING y m_ g L/1//N6 rrP d) BEOR�M �� VAULTED VAULTED O —� 1- VAULTED b � 6 VENT TO Lv^/ -) OUTSIDE AIR WQ _.--- SEISMIC STRAP 2 3 40 ALSL 4C ALSL 60 ALSL € @ o p'-II" 8'-9" 8'-9" P)3,_6,� ,_10" '7'-9" 4'_4„ c L(l 00, a FIN.FUR. N EN/ Y g ��'sE PLATFORMRi S PORCH SHALL BE LLl ENCI lP ANCHORED - fiY: APPROVED WRA EE ' 4"h"4'IS'F!w -".. '+t". t.i WATER HEATER .....-.... ; V _.W. FOR PERMIT ISSUANCE � -- �Jl SCOTT FAZEKAS B ASSOCIATES,INC. Q i 1 P VALVE 51ULL TERMINATE AT Tiff ExT.OF BIItDNe. ') :- � W - .. PROVIDE ONE STRAP AT 0 TOP Or TAN,ONE STEP AT V3 OF - BY DATE EOTrOM TANN, Q Z Ck These plans have bean reviewed for adherence to the •".XXXQ777... Q 40'-O" spot cable codes and ordinance. AUthorlSatlon 18 US'DIANETER IM PIPE551Wl NEED FOR TIE$7RUr. - -- hereby granted to Issue a building permit pending - Q approval by all applicable Glty agencies. _ WATER BEATER STRAP DETAIL - N The Issuance or granting of a permit based on 61 6ALLON WATER HEATER _. > approval of these plans shall not be construed to I HR. RATING b-I MIN. _ - - f0 ri SY permit or approve any violation of the applicable le . . ,-.. codes or ordinance. No permit presumed to give PER UBG TABLE 5.1 - ,i •4«� authority to violate or cancel the provisions of such t• by t } codes shall be valid, FROF05ED SG2UARE FOOTAGE LIVING AREA = 1600 sot ft O ^ I PORCH = 240 SOL ft N GRAND TOTAL = 1,840 SQ FT MA" NOTE: I.oBExro oRoz::.o NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 5 TO 5.5 ON THE BUILDING PLANS ALL OF THE CHECKED MANDATORY ENERGY AL A6UIRRE CONSERVATION DATE REOUIREMENTS AS L15TM ON THE IIIJOO6 NUMBER OF BEDROOMS I 2 3 2 3 4 5 3 1 4 5 6 "MANDATORY MEASURES STxE CHECKLIST". V4".RO' FIRST HOUR RATING GALLONS 42 54 54 54 6? b 1 80 b"f j 80 80 80 Joe NO. FLOOR FLAN UNIT ",4" S,E>7 SCALE:1/4" = 1'-0" �� 2 REVISIONS BY 11 2'-4" 6'-1" 20'-4" 0, -81. eto 6 412ALSL 2J AL 7 1 0 0 0 SINK V�:VIA 5WHI614 STEEL PIPE ��VEN I 5A. I EMBEDDED INTO CONC.ON A -13mm, ;X 13 TUB/ r I=.50,XRANGE 46-7P.COHIC.PAD (A..: HFATI�AND COOLI rGUIPMENT IN A 12 GARAGE AND WHICH GENERATES A 61-0W, 4 SPARK OR F AME SHALL BE INSTALLED P/M a's VENT T.PV AT LEAST 16=VE THE FLOOR LEVrL. 2-CAR GARAGE I-CAR GARAGE PANTRY 0 ACKDRAF w -6AR-72S`E5 DAMPERS ---- PROVIDE A WATER HEATER BLANKET, GARAGE "0" P44EN M7 19 BELOW 0.58 AN R-12 W-011 CLS, W-O"CIL&. F1EXTE11.1.1 BLANKET IS 1OVIRED I.T RELIEF VALVE TO TERMINATE OUTSIDE OF I-CAR GARAGE r- GARAGE "A" Z 0 . LIVING RM. In BEVIRM. I = tLI F .2 LA-1 S/W 1 2 LAYERS 5111*7YP X (IMR)GYP BFW TO ROOF 2 LAYERS-"TYP M ow GYP DPW TO ROOF SWATHING DETMEN j E 5HMAr-4IN*BETWEEN GARAGE 4 LIVING ARE�(IHR)6YP ORD TO ROO aARASS 4 13EDRM. 2 SHEATHING BETWEEN LIVING AREA SAR*&r 4 LIVING AREA 0 GARAGE Doc R AG DOOR0ORDOORI LIU]For 16010 SA E I j,, 504 P AJ-51. 504 SL VS -to-A -E DOOR lu 100 7-0.. 4'-r., 4'-3' 5050 ALSIL Z tu 4'-4" 12. 10'-4" w 153 4'-6" Ia.. 06LD -1 V FIRST FLOOR FLAN UNIT 1IE311 SECOND FLOOR FLAN UNIT 11311 FLOOR PLAN NOTES 1. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2 WALL INSULATION SHALL BE R-15 3 ROOF INSULATION SHALL BE R-50 TABLE 54 4 UNDER FLOOR INSULATION SHALL BE R-19 S.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL NOTE: BE 6FI. OUT SIDE RECEPTACLES SHALL BE WEATHER PROC-. I. NO SLIP JOINT CONNECTIONS tu 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITC,-4EN 2 USE COPPER FOR WATER PIPING NUMBER OF BATHROOMS I TO 1.5 :2 TO 2.5 5 TO 5.5 AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 5: ADS PIPE EOR DRAINAGE,WASTE AND VENT PIPING - - 63 40 LUMENS PER WATT 4. PROVIDE CLEANOUT AT GRACE NEAR CONNECTION 120 T.ALL WINDOWS SHALL BE DUAL PANE OF 5 BUILDING SEWER AND BUILDING DRAIN. NUMBER OF BEDROOMS 1 :2 5 5 4 5 - 5.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEVROOI�,-�S SHALL HAVE 5. PROVIDE 2 SO.IN.PER 1000 BTU/H M - Lf) SMOKE DETECTORS HARD WIRE WITH BATTERY BACK UP, MINIMUM FREE AREA OF RETURN AIR DUCTS FIRST HOUR RATING GALLONS 42 54 54 60 6 7 80 60 ao q.PROVIDE WX 22"�TTIC,ACCESS OR OPPIENIN&S.6. CONTROL VALVE FOR SHOVER OR TUB-SHOVE 9UR SHALL BE - OF THE PRESSURE BALANCE OR THERMOSTATIC, MIXING IO.FAN5 SHALL HAVE 5 AIR CHANGES PER HOUR l.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING A-THIS LOCATION VALVE TYPE. o 12PROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER ILI SADOF ATTIC HEATING OR A.C.EQUIPMENT ON BEARING WALLS OR BEAMS. t t- FOR TRUSSED ROOFS,DOUBLE TRUSSES. 1 L0 APROVIVE APPROVED BACKFLON PREVENTION DEVICES AT ALL EXTERIOR 1 AP1F011D H05E 5155. 5Fr ✓ Rg PERMIT f) ISSUANCE (A 15GLAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF 5AFIETY(5LAZIN6 SCOTT FAZEKAS&ASSOCIATES,INC. w MATERIALU 60aw-Df-r,411- LILIJ IN ACORDANCE WITH SECTION 2406.4(SEE EXCL-TIONS)r VENT TO 4--0' LU Z DATE <0).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED By se plans have boon ravlovied for a h-ence to the E06E OF THE GLAZING 15 WITHIN A 24-INCH ARC OF EITHER VERTICAL E06E OF 2'2'XI"A CAP A RAIL PLESS THAN These codes and Ordi Ad q) SEISMIC STRAP h "an L"'a' a"On THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF ap building THE 6LAZIN&15 LESS THAN 60 INCHES ABOVE THE WALK.Ns SURFACE. INS, LU < hereby granted to Issue a IcN`.*.141=121itaill approval by all applIcable City agencies. WINDOW ADJACENT TO DOOR AT KITCHEN. 14000 RAILIM6 z 16."A7TIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT The ; 10%PLR. 2e ,Issuance or granting Of a Perm.'t based on METAL MESH 1,11TH MESH OPENIN69 OF 1/4-INCH IN DIMENSIOK.*SECTION 1505.5. approval Of these plans shall not be construed to IT'THE MANUFACTURED 11411,1170115 SHALL HAVE A LABEL ATTA(-4EV CRTIFIED 13Y /SAM I-init or approve any violation of the applicable THE NATIONAL FENESTRATION RATING COUNCIL NFRC)AND S+4ONN(9 COMPLIANCE SHALL Be POST WA RAIL nodes I or ordinance.,No permit presumed to give kD 4.4 POST 01 (A ENCI LE ANCHORED - - - - - - - 4111hor tY to violate a cancel the provis:one of such y4"THE ENERGY CALCULATIONS." -LESS THAN 4'TYP) :: ,M.5.0,111 be valid. < -1 AAMR WATER RIM JOISTS 4.4 POST Es NOTE: T 4 P VALVE SHALL TMINATE AT TH!EXT.OF 901.0115. YJ ALL NEW GLAZING WILL BE INSTALLED PROVIDE ONE STR*AT VS TOP OF TAW,ONE STEP AT 1/3 OF WITH A CERTIFYING LABEL ATTACHED I WITOM TAW, 2X6 CAP 4 RAIL5/8*T44.PLY 00. SHOWING THE U VALVE. 1/2'DIAMETIR EMT PI1'E5 5NX1 BE USW FOR THE SM. NOTE: 2xb FA.0 Is-04. "APPROVAL OF THESE PLANS BY THE BUILDINO DEPARTMENT DOES NOT INCLUDE WATER HEATER STRAP DETAIL 2X2 VERTICAI-5 5OUARE FOOTAGE APPROVAL FOR ANY rr`FF OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. 16. 4.141MM&ER SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." 6"!6PALLON WATER HEATER ft"MIN. AX.8'RIM MIN. I HP.. RATING .6-1 MIN. DOORS AND PANELS OF SHOYCR AND BATHTUB ENCLOSURES 4X4 POST MIN UPPER LEVEL -750 5C FT SHOULD IM FULLY TEMPERED,LAMINATED SAFETY SLA5,5 PER UE36 TABLE 5.f LEM MIN.2X6 051-KIN66 OIR APPROVED PLASTIC. 1 2-9/6'M9. MIN.o-ALIN GARAGE "A" = 502 50 FT DRAVM RIM JOISTS DECK JOISTS GARAGE "B" 4211 SC FT ROBOM 0. MAX.FLUSH VOLUMES (2)1/2*VIA.MACHINE 6ARA&E "C" 211 50 FT CHECKM NOTE: AL AGUWM AND FLOPS RATES DOLTS a 1,05HURS �T-E ON THE BUILDING PLANS ALL OF THE AT EACH POST GUARDRAIL DETAILS MANDATORY ENERGY WATER CLOSETS: :.6 GALLONS PER FLUSH BLOWOUT TYPE rz:,EMPT) CONSERVATION TOTAL 50. FT. 10118 5C FT SME URINALS, 0 GALLONS PER FLUSH RE(SUIREMENTS AS LISTED ON THE /41"-l'-V SHOWER HEADS 2.9 GALLONS PER MINUTE "MANDATORY MEASURES ---jm-Rv- FA4ZETS, 2.2 GALLONS PER MINUTE(SINKS AND LAV0!E) CHECKLIST". SHEET 3 12'-2- 2-4"6 10'-6" 40'-0" 5'-6 1 8" 6 7 1 L m cn 1 15 15 =a 12 12 p F 1 FD1 FE' ~ FD1 FD1 U Jz 15 nN u Jz 2 ! w ., �, 5 +'` g 5 FDi \o ~ ` FD1 j 19 OE } 41 FDt FD1 FDt , R n FD1 p r- I P1 i1 woo r-- --- ------,Iiw ---------- --- ------- — ---- J L _Jrr------------ ---------- — ---------------------- ----pt- 101i I 1 I 32 I I I L 1 EJ I e I i Elf 15 15 i I I 41 II I a (n FD1 II II FD1 FD1 - ¶ I 6 I ) -JELL 15 FD1 II II ^^ Dt I II I r lI N 0 FD CQ-412 15 FD1 I D o�FD1 B J9 I iI Q w I 5 I P I in I I H 9 9 N L L_ }, �� FDi I FD1 12 I L-L N r1 i I 6 S2 I' S2 I FD1 I I n I i I I S2 0H0??R 1 I II n I I 4 I� 1 r 15 15 I I —�F------1 i�=� Em r[CD x 15it D112 I 12FD7 I I 5 17 FD1NER FD1 I I I FD1 I I I G (U_ At �'YIN.URA GAOUN FD1 I I I � II FD1 O of--------- Tr j ----- J 0 3z } FD1 l 11 an II "0 unIn Mw- - � -----� I Pl r li 8 ZoN�5- a 1=—===----------- — — — — -- --- — - H- LD 12 J 12 ------------��-- ---- ��--------�r---��----------� LizP2 7 Pz 7 P1 FD1I6 o^.,wFD1FD1 ro?ZL I L _ FD1 is e - oI IILr=—=, 6 w 11'-0" 2'-7" 17--0" V-6" 10'-0' j II II I l isJ_===� -JL--------� JL------4- 19 FDi p ♦ FD1 2 S 1 FD1 _ I 5 12 I I I I I � L+ PI I FOUNDATION NOTES CONCRETE SLAB SCHEDULE I 1. ALL CONTINUOUS EXTERIOR FOOTINGS SHALL HAVE 5/8-DIAMETER X 12-AB.'S WRH St 4-CONCRETE SLAB WITH/3 O 15'O.C.EAC;-.WAY&4'SAND LAYER WITH 6 MIL 32 I I Fr_�J I •� I, .e z 2-X 2'%3/15'WASHERS,MIN.7'EMBEDMENT CNTO CONCRETE,AT 72'O.C.UNLESS BISOUEEN MEMBRANE SET AT TOP OF SAND LAYER. I I i IF I 19 .� Q Q NOTED OTHERWISE ON PLANS.ONE ANCHOR DOLT SHOULD BE LOCATED MAX.12 gp 4-CONCRETE STAB WITH 13 0 le O.C.EACH WAY&4'SAND LAYER WTT11 6 MIL I I I I i. F 9 G J AWAY FROM THE END OF THE SILL PLATES.MIN.(2)AB.'S PER SILL PLATE PER BISOUEFN MEMBRNE SET AT TOP OF SWND LAYER.(QMALnEA SAWN) SHEAR PANEL 2 SLAB. IOT 1204' C. 2J88,NO NOTED OTHERWISE. TO INSTALEDNE ACCORDANCE PAD SCHEDULE FD1 w ? L-- _-- I -________LI_------__------ ----P1 I, c ALL INTERR WALLS SHMM1 HAVE HILTI ON WITH WIN.PENEIRATION OF 1 / 12 II WIT SHALL BE SLAB,AT N'O.C.UNLESS NOTED OTHERWISE.TO BE INSTALLED IN ACCORDANCE L 13 AB MINIMUM 3-1/2' PI 2-V So%12 DEEP PAD W(3)-/4 EACH WAY O BOTTOM -J - 3. ALL HOEDOWNS AND POST ANCHORS SHALL BE 1115T:ALlEB ACCORDING TO SIMPSON .><. 4 y SIROIIG TIE SPECIFICATIONS AND REQUIREMENTS CF ICBO REPORT/1211 AND AA48 O 2'-6'So X 12'DEEP PAD W(4)-04 EACH WAY O BOTTOM t U {= AND SHALL BE TIED IN PLACE PRIOR TO FOUNDAT,ON INSPECTION. Off? N Oda 4. MIN.CONCRETE WIDTH SHALL BE 8'FOR RECEIVING MPA3.AND HPAHD22s.VERIFY PS X-0-SO X 12-DEEP PAD W(5)-04 EACH'.WAY O BOTTOM at LOCATIONS OF HOUDOWNS AND ANCHOR BOLTS Ir H ROUGH FRAMING TO ASSURE 32 12 12 FD1 FD1 PROPER AND ACCURATE INSRUATION. P4 J'-6'SO%12'DEEP PAD W(5)-J4 EACH NAY 0 BOTTOM FD1 F 2 9 9 5. PROVIDE+3X24-BOWEL AT 20 O.C.AND 12-FROM THE CORNER AT ALL CONCRETE STOOP AND PORCHES, <8> 4'-0'SO X le DEEP PAD W(8)-/5 EACH'WAY O BOTTOM 40'-0" 6. PROVIDE MINIMUM(1)REINFORCING BAR AT TOP-0(1)04 AT BOTTOM FOR All .:I I E..-� V I V I J! J 1� L1J � () CONTINUOUS FOOTING IN ADDITION(1)J4 BAR EX-TA FOR ELECTRICAL GROUND. PB 4'-6'So X 18'DEEP PAD W(6)-f5 EACH'WAY O BOTTOM LI LOCATION TO BE VERIFIED WITH ELECTRICAL CON7:9,MR. z Q N 7. VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REWFGNCING STEEL AND ADORIONAL O ��r ��� I�EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND IF ANY MORE 5'-0'SOX 18'DEEP PAD W 7-5 EACH'MAY O BOTTOM ^Y°T'"A'9."-"w� tz �� L} = L.Li Tn Q O/ APPROVED 'Y;,� .-- .. _... RESTRKTI E THE SHALL SUPERSEDE THE ABOVE MINIMUMS. FOR PERMIT IS UANCE✓.. ,4 Yj• ----_ -__- _--_-� 8. O 5'-s'So%IB'DEEP PAD W(7)-/5 EACH MY o BOTTOM SCOTT FAZEKAS 8 ASSOCIATES,INC.�1 � Z CONCRETE STRENGTH SHALL BE MINIMUM 2500 PS: 9. FOUNDATION DRAWING$HULL REFLECT THE SR BY UCTJRAL REQUIREMENT ONLY. DATE r J L�J TEETER TO ARCHITECTURAL PUNS FOR DIMENSIONS NOT SHOWN. _.. ._.._ .-.............__....._..._.. ._-._- J These plane have been re 1-11 for adherence to the F--1 o LLJ DS applicable Codes and ordinance. Authorization le ACCURACY OF THE DIMENSIONS AND FINAL ITT OF THE BUILDING SHALL BE ANCHOR BOLT SCHEDULE SYMBOLS LEGEND hereby granted to issue a building permit pending - " •� ¢ z Z REN ON EWER BY THE ARCHITECT AND THE OONIRACTCR PRIOR TO CONSIRUCTI . approval by all applicable City agencies. o5 N 10. WAITING PERIOD FOR CONCRETE SIAB-ON-GRADE-RIOR TO START OF < LL H J CONSTRUCnON IS AS FOLLOWS: _____ FOOTING The issuance or granting of a permit based on o R.WALK ON SLAB 24 HOURS AFTER CONCRETE HRS BEEN POURED. 3❑ MIN.(3)-5/8'DIAMTETER%12'ANCHOR BOLTS approval of these plane shall not be construed t0 W b.BEGIN WALL FRAMING 1-5 DAYS AFTER CONCRE-E POUR. ---- REBPR permit or approve any violation of the applicabl0 Q U ct w 48 5/8"DW/TETFR X 12'ANCHOR BOLTS 0 48'O.C. codes or ordinance. No permit presumed to give 5 c.BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTE4 CONCRETE POUR. OP d.W NOT LOAD ROOF PRIOR TO 14 DAYS PETER CONCRETE POUR. 32 5/0'BWAIETER%12'ANCHOR BOLTS 0 J2'O.G PPD NUMBER authority to violate or cancel the provisions of such \ a WEATHER-RESISTIVE cnd�s shall be valid. -) $� STUDS ua TME REEarR O ALL HOEDOWNS �oRPMQ,v c.IPp F2 ED TO 11. THE MAXIMUM SOIL BEARING PRESSURE B id10 f3F PER THE SOILS REPORT. I6 3/8'OIAAIETQt%12'ANCHOR DOLTS O IB'O.C. O THE FLANGE 12. ALL DIMENSIONS SHOWN ON THE PLANS HAVE BEEN OETERMINED BY THE ARCHITECT ® 3 1/2'YIN. F G i a ANCHOR BOLTS NUMBER ATTAgMENT SHALL HAVE 2-2X4 POSTS LINO. 13. fAS'RIERS FOR PRESSURE PR6EWATNE TREADED WOW 8 y W r• m ❑ 5/e'DMMTETFA%11'ANCHOR BOLTS o 8'O.C. FLANGE m NR..O6S593 SHALL BE Hat-DIPPED ZINC COATED GALVANIZE[.. LATH AND PLASTER E;M., 14. 3 1/2'GONG.STOOP AT EACH EXTERIOR DOOR UNLESS NOTED OTHERWISE --------------------- NOTE * c A B C 15. FOR ANCHOR BOLT SPACING AT SHEAR WALLS SEE SHEAR WALL SCHED. TO REPLACE MISSING OR MISLOCATED 5/B'OUMETER ANCHOR BOLTS,USE 5/8' WEEP SCREED T� %s SIMPSON TITEN ANCHORS THD62600H 0 2X&THD62612H O 3X OR 5/8' 4-CLEAN TO GRADE COLUMNS AND POSTS LOCATED ON CONCRETE EXPOSED TO THE WEATHER SHALL BE Q 15. STAB SHALL HAVE EXPANSION JOINTS DIAMETER THREADED RODS EMBEDDED MIN.5'INTO CONCRETE WITH SIMPSON GgNG 2'CLEAR PAVED SURFACE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING 1' MIN. ABOVE STRONG TIE'SET'EPDXY.SPECIAL INSPECTION BAY BE REQUIRED DURING INSTALLATION. - FLOORS,UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS NOTE FOLLOW MANUFACTURER'S RECOMMENDATIONS. I' EARTH USED. INDIVIDUAL CONCRETE OR MAONRY PIERS SHLL PROJECT AT LEAST 8" ABOVE FASIENBTS FOR PRESSURE-PRESERVATIVE TREATED WOOD 5H4LL BE OF HOT-DIPPED ZINC EXPOSED GROUND UNLESS THE COLUMNS OR POST WHICH THEY SUPPORT ARE OF APPROVED COATED GALVANIZED,PER UBC SECTION 2304.3 WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. INVESTMENTS WEEPWEEP SCREED DETAIL (TYPICAL) (951)) 273-0922 SHEET NO. �Q F O U N D A T I O N P L A N SCALE:1 4 = 1 -0 S_ 1 � i 5 6 FLOOR SHEATING- TYP, 7 8 9 10 SIN. T&C OSB W/ Q in 0] '"� MIN. SPAN RATING 24/0 15 (n W/ 10d 0 6.6,12 O.C. Z SDI 9C 1A 2B 15 u 10 SD1 --- SD1 6A---SDI ESA SDI 0 0 ESA SD1 SD1 SD1 L=t2' SDI SD1 L�15'e" SDi_ __ ________ OQ'�c O -1/8 z 12 L 2 111 HEADER 2 2XIO HEADER 2 2X10 DR BM FLUSH BM 3-1/8 x 12 LVL DRP BN 11 U LD W Z 8 ESA W SD1 S SA 4 ROOF DECK - TYP. SH ROOF DECK - TYP. to t- 'P• �� 1/2" CDX OR OSB W/ SHEA = 43001LB1 1/2" CDX OR OSB W/ w I U N 4 o r 38 MIN. SPAN RATING 24 0 I ' m ' 2x1 Ot6• .c. 18 T a / I I I MIN. SPAN RATING 24 0 1 Z¢N " o SD1 o SD1 = W/8d 0 6.6.12 O.C. I I W/ 8d 0 6,6,12 O.C. c I I awe a ♦ X o I CL1 xx,I < 11 11 D �D A ° 0 CALIF FILL 4 1/4' R FT, N m D1 ,� N FRAMING I I 1 4 N ' 15 00 n SL E - 13 9C s 41. I ' I 1 05� 501 C W sot SDt s7 sB SHEAR TRUSS W/E I ' ESQ M w S01 r h12 SDI SD1 / �. SHEAR= 3000 LB II I ro QG°p n�o FL M x n 6A I BB Yili o /moo vt RIDGE u \ SOl ---a ------- -tno-------- -jl T7 -- - ---- - -) ------- ---3 1 w W 1/e SDI it ® 3 POINT BRG GIRDER TLISS C L PILL o i a P ggqq ti MING N 11 7/8 TJI 110 N yQ I o: - - - i - AI I r-+•� 11 8 7JI 380 I N N SD O 16'O.C. , r•7- _ 2 3 C i , C-_----L -1 c Iis 10 18'O.C. Bi7i k \ tw o ,x II -1r--i-_- �I W RIDGE x I ° I l 3 N I I I I V c N 1 _ Z Y s01 3 +� I I N Z ¢ P N 13 POINT BEARING USSES 024"O.C. m I 2 3 15 sC 5D sD I sD 6D " SHEAR TRUSS WI II 3C II �i F 1 I i Q$� SD1 W �mSD1 SD1 - SHEAR= 9100 LB I al I �e Z LD¢3r<x 12 LVL FLB W N 3-1 8 x ix LVL HDR 3-1 8 z 12 LVL DR B ___ ------- -- __JL _ __ I - - F 3-1/8 x 14 LVL HDR ----------- -----_ -_ -1=--= 12 e14 LVL HDR -1 B 6 HDR TOP FL;�SH ---- ----- ,A I D-k I c Z Q.c �LL, 3-1L6r 12 LVL FL BM _________ _ 3 o I 3 II I �} I ED f Z TT 2 10 7B w I L-26' I I - I 1A (U SDI Zp(U v0 W SDI SDI o I 1 TO I Q,. Ln W m U *10 10 9G ; 3 POINT BRG GIRDER TRUSS II I 1 - U Ln w SDI SDl I N II II I a l m SECOND FLOOR FRAMING PLANT N -- ______JL==_ _JL-_=-L___ I , - - - - - -- - 15 0 ' SDI SD1 Q° SD1 0 1 o x I . 'LA q 4X4 HEADER 2-2z6 TOP PLAT I= 15-: -------L 2_WO HEADER R 11 1 v 100NPIILS O 6"OC STAGGERED _ 2 7X6 TOP PLATES W. I I 2X70 IINAAIL OR EXTERIOR SHEATHING 2X6 HEADER PLATE w/ tI NyL p prAIL/A B 11�HFMEA'MC I I 7 I y N 4x16d012 7 ROUGH OPENING 1-0 4 1 EA L /4 16d FA Zx 1D I I I J O TYPICAL 2PLY ROUGH IVY. ROUGH ttP. i0 I I f--- J o o I A LL ®HEADER 3ECTIC N OPENING OPENING 2M6 NF�DESTUR RATE -� 1 I f N N I S3 .o J TRIMMER I I I I N 4 15 ♦r1 2-2z6 TOP PLAT ' I ' ) I I SDI •u v EN 3-2XIO HEADER I SHEAR TRUSS W/EN I 1 I I Q o OSB$HIM nP. �' (�7�WH�E PIWIX(CMP F) SHEAR= 2500 LB I I 11 �6�c z 30d"LS 0 6'OC STAGGERED REQUIRED 11 I I •y 2X6 HEADER PLATE 2XT SLL flAIE 2 21�10 HEADER 2 2%10 HEADER 2 2X10 DRIP BM 13 EXTERIOR SHEATHING - - - .- ROUGH OPENING KING SAID CRIPPLE I - I ° ____ ___________ _______1________________________ _ - _ ____- •.c° Q m ®TYPICAL 3PLY 2X8 stubs 0 IB'OC LINO. 7X8 BOTTOM M1E L-16' 28 6D u HEADER SECTION TYPICAL WALL SDI 98 SDI FRAMING SD1 FRAMING PLAN _ ... SCALE:1 4 = 1-O _ FRAMING NOTES FRAMING SCHEDULE FRAMING NOTES LLJ M 1. ALL LUMBER TO BE SPRUCE#2 OR BETTER SHEAR WALL SCHEDULE FRAMING TYPES DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 � H- L cw 2. ALL BUMS TO BE SPRUCE�1 OR BETTER 1�. INDICATES NOTES APPUCABLE TO THIS PLAN ONLY A BALLOON FRAMED WALLS USE 2X4 SCUDS 0 Is-O/C TO 10-0-IN HEIGHT s.w.TYPE WALL SHEATHING SILL PUNT TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF Z ¢IT NOTES APPLY ONLY WHEN REFERENCED BY PAN OVER 14'-0•USE RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN L3J Tn 3. WHERE TRUSSES ARE USED,TRUSSES SHALL NOT BEAR ON (2)2%4 STUDS AT IC 0/C 10 17-B'N HOT.FOR Weilc CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED c¢.) 1. BALLOON FRAMED WALL OVER 17'-6'IN HEIGHT USE(2)ZX4 STUDS AT 12'O/C(U.O.N.) 7/8'STUCCO OVER BACK ZD LATH WITH 16 GAUGE STAPLES AT 6' 6b.C. y(rxj INTERIOR WALL UNLESS INDICATED OTHERWISE 2. BA LOON FRAMED WALL TO BOTTOM CHORD OF TRUSS Z B. TYPICAL BOOR SHEATHING USE S/6'TOG CDX HANK AILS OR C WS, Q O.C.ALONG EDGES MO FIELD SHALL BE APPLIED IN ACCORDANCE TO THE BUILDING INSPECTION DIVISION FOR APPROVAL �" 4. ILL HAAOWARE SNAIL BE OF APPROVEp TYPE. J. 2%8 STUDS 0 16'O.C. WITH 10a NAILS AT 6'-B'-10'0/C USE RING SHANK NAILS OR SCREWS, I WITH ICBO REPORT NUMBER INB,JURY 1996 (� L4.I / / y. ��d�bb�8 J`w 5. ROOT SHEATHING SHALL BE 1 2'CDX PLY OR USE 4. 7X4 STUDS 0 18'O.C. NAIL AND CLUE PLYWOOD TO FRAMING.LAY PERPENDICULAR i0 FRAMING. WITH 11 GAUGE ALLVARIZED WIRE 1 1 2'AEG AND 7/16'CROWN •, P IOR..,TO I ON _) 5. 2X4 DIAGONAL SWAY BRACE-CUT INTO I-li P PLATES(10'-0'MIN.LENGTH) C. TYPICAL ROOF SHEATHING:USE 1/2-CDX PLYWOOD.P.I.24/0 WITH Bd ..'.'...........•.................--.................. -.-(180 PUI ..•.. .,', X a+} 1' I-I o 0 w/m NAILS AT 6/12. ,• FOR PERMIT ISSUANCE -0 6. CONTINUES ROOF DIAPHRAGM UNDER 2X CALIFORNIA FRAMING NAILS AT 6--6'-12-C/C LAY PERPENDICULAR TO FRAMING,USE 1X8 T&G •r � e,a�.r"aav SCOTT FAZEKAS&ASSOCIATES INC. -" u � > ""Z 7. FACM SAL BE D.F.OR SPRUCE JNLESS NOTED OTHERWISE Q 3/8'ARA RATED PLYWOOC WITH 8d COMN`N NAILS 4'O.C. �n ru nAxA ti S. NAIVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE 7. BEAM TO BE FLUSH W/J01515.PROVIDE JOIST HANGERS A BEAM SELECT SPRUCE AT EXPOSED EAVES,(U.O.N.) 2 AT S*O.C.EDGES AND IrO.C.FIELD........_.............(260 PLF) 4OPPON OSI!,e Q Z (/J B BEAM BELOW JOIST W/JOISrS OVERLAPPING AND CONTINUOUS 2X4 D. PROVIDE DOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL DATE 9. ILL ROOF OPENING SHALL HAYS F,ASHINC BLOCKING 0 JOIST OVERLAP. WITH TWINING,USE SOLID BLACKING UNDER INTERIOR WALLS 3/B'APA RATED PLYWOOD WITH 0a CONNGN NAILS 4'O.C. ti p 3 AT 4'0.0 EDGES AND 12'O.C.FIELD .............(WO PL0 """`""ix0 se plans have been reviewed for adherence tO the y v, G ' W •••" n Inance. Authorization Is 10.ALL EXTERIOR WALLS SHALL BE Z%:S STUDS AT 16-O.C. 9. 22X30' ATTIC AOCES. PERPENDICULAR WITH FRAMING. o-"O1 P ep Iby granted Cod w No.C065593^I , U 10. USE OF FAU IN ATTIC.SEE MECH ELEC PLANS.FRAME AS REQUIRED E. SPLICE PLATES OF EXTERIOR WALLS.411D SHEAR WALLS W 12 16d AT Q 15 32'APA RATED PLYWCu7D WITH Bd CCMNCN NAILS 3'O.C. a aruoa he eby granted Ullding permit pending a FIT 9-30-07 UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE / /( ) / I g cle9. (� ti Y 4 AT 3'O.C.EOCES PAID 12'O.C.FIELD(�7....................(490 PL17 fTMl ap roust by ell aPP 3 mm er _ TO ACCOMOGTE LOAD. 4'-0'SAUCE(U.O.N.) N.K a nnaeo,o.rr -"2X6'OR 2X4 STUDS t * Tj ¢ 2X6 STUDS A7 16'O.C. ax•KxN. Th Issuance or�ERO of o t !{�s®F71 by(REOUIR s• Q 11. UNE OF CDUNG BREAK.SEE PLAN FOW HEICHIS. F. MUN JOST,(J)OR MORE SMALL BE FASTENED 1TX:ETHEfl WIIF1 1/2' 15/72'SIRUCNAAL 1 PLYW000 WITH 1Cd COMMON NAILS AT J/B'DAA K 8'LAC IIggo� p ANY WALL ABOVE 10'SHALL RE:X6 STUDS AT 18'O.C. 72. SKYLIGHT SEE FLOOR PLAN FOR MORE INFO. DAIEIFR MOCHINE BOLTS AT 18'O/4 STAGGERED(U.O.N.) Q YO.C.AT EDGES AND 12'O.C.FIELD(r)_......... ..(040 PlF) p,4 O.C.. y�� 'p1 P1'"O ap roust Of these"pfa�ns s ad l0 ALL INTERIOR WALLS SHALL BE DA STUDS AT IB'O.C. 11 UNE OF 2X BLOCKING WITH EDGE NAII AND G ALL HEADERS TO BE 2-ZX10/2 SP(U.O.N.) 15/J2'STRUCTURAL I P_YW000 WITH 1Tq COMMON NNLs 3/B0'L7D5AI Kg fi'LAC pe mit or approve any viola on th applicable a /8' Q AT 2'O.C.AT EDGES IVO.C.FIELD( ) (870 PLF) B (UNUJ D.C. .. co es or ordinance. No permit s IHAILf eeTOGECHER AS PER 11. ALL EXPOSED PLYWOOD SHALL BE COX. WITH CS16 STRAP TO CONNECT ALL BA•.'S. H. WRAP ALL EXPOSED POSTS AND BEWARES IN GARAGE WITH 5 TYPE'%' US 7 '+ qBp �T� "' """"""""" ^•♦ au norlt t0 violate or cancel the povlslodsBTB BfldW. it. BOOR SHEATHING SHALL BE 3/4'T 0 C PLY CLUED AND NAILED 14. UNE OF FULL HEIGHT BLOCKING GYPSUM BOARD.(U.O.NJ J M 41p,g1 cn es shall be valid. „LL -•. too 6/12.MIN OR QUILNANT OSB. 15. HOLDONN STRAP FROM FLOOR ABOVE I. PROVIDE 3-2X STUDS AT ALL HOLD DOWNS(U.O.N.) s.ro, M. DBL JOIST UNDER ALL WALLS OR BLOCK. 16. CONT.PLYWOOD SHGYG UNDER J. ALL FRAMING HARDWARE TO BE SIMPSON STRONG-RE CO'OR PROVIDE 2-2X OR 3'NOMINAL OR WIDER FRAMING AT SHEAR PANEL NAILING I OR I SDS Y4 SCREWS ABC CALIFORNIA FRAMING. APPROVED EQUIVALENT. ADJOINING PANEL EDGES WITH NAILS STAGGERED FOR SHEAR PANEL ^ax F 14. PAID LAYERS OF GRADE D PAPER SHU BE APPLIED OVER ALL 17. UNE OF FLOOR ABOVE TYPES 4,5 AND E.SEE HEAVY FRAMING DETAIL TO RIGHT WOOD BASE SHEATHING. X PROVIDE J-2X STUDS AT EACH ENO CA 4%10 OR LARGER MEMBERS SryTCH-NM 2-2X 0 4'OC LINO.OR USE 4 SOS SCREWS PER 9'STUD �- m 1-4 16d O 4°O.C. OR SDS O 24"O.C. A FRAMING LEGEND USE(2)2X STUDS AT EACH END OF 4XB OR SMALLER MEMBERS(U.N.O.) SEE SEAR WALL CCMNELT0 DUAL 1 OR 1S STEEL TUBE TO BE 42 K51,W SE.�IONS A-3fi PROVIDE MULTIPLE STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS. U.O.N. • $-6 i6d O 2"O.C. SDS 0 18"O.C. (U.O.N.) (aE ) PROVIDE 2-STD OR Y NOMINAL OR WIDER MUO S. PULE ��r zs"Adl 51FEL TO BE PROVIDED BY UCcN5E0 FABRICATOR. L PROVIDE MULTIPLE STUDS UNDER MULTIPLE J05R. WITH NAILS STIDGEIED FOR SHEAR PANELS TYPE 4,5 AND 6 It FASpFRS FOR PRESSURE PRESERVATIVE TREADED WOOD SEE HEAVY FRAMING DETAIL TO RIGHT _ • SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. t MANUAC -ROOF TRUSSES 0 24'O.C. INDICATES SHEAR WAL:.(SEE SHEAR SCHEDULE). � � � RUN PLYLvooO OVER PDsr AND/OR wPLY PLYvrooO BEI'ORE BOX-our bey SHEAR WALL&POST INVESTMENTS TRUSS DEFERRED NOTES \ M. \ 2 11 7/8 TJI 110 FLOOR JOIST 016'OC. N ` 1 CONNECTION DETAILS (951) 273-0922 THE TRUSS PACKAGE SHALL BE SLBMITTED AND APPROVED INDICATES BEAM OR HEADER AND SPANBY THE ENGINEER OF RECORD ANC THE BUILDING DEPARTMENT (// /.\ \ ' BEFORE TRUSSES ARE FABRICATED.. THE MR-URAI \\ v-�> 11 7/e TJI 360 FLOOR JOIST IDLES OC. 0. INDICATES NON-BEARIwG w,W. SHEET NO. CONSULAM SHALL REVIEW THE TRLISS PLANS AND PROVIED Q A METIER OF RENEW STATING TIWL THE BUILDING BEEN ` P. ® INDICATES INITRIOfl BEARRG WI11 RENEW AND ARE CONSISTENT WITH.THE BUILDING DESIGN.N. 4 I 2 X 10 JECK JdST 0 18 O.C. 0• ALL LUMBER TO BE SPRUCE#2 OR 9ETER R. ALL BEAMS TO BE SPRUCE 01 OR SETTER 15 OF SHEETS 15 J DEFERRED TRUSS SUBMITTAL SHALL CONFORM TO CBC 106.3.1.2 TRUSS CALCULATIONS & DRAWINGS WILL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW TO ENSURE CONFORMANCE WITH ALL DESIGN 1 m N 2 CRITERIA. THESE APPROVED TRUSS CALCULATIONS SHALL BE FORWARDED 96 TO THE BUILDING INSPECTION DIVISION FOR APPROVAL 1A� 1A SDi PRIOR TO INSTALLATION. In 15 Sd1 SD1 _ TILE. ROOF W 15 FELT Z 6A L=12'0" SOLID BLKG ZYs / � sEe R7 1 ----- ----- -- Sol - Lr 3 _ ------ - ---- : ---2-- HDR------- - --, - - - - OVER 15/32' COX. PLYWO. SHEATHING RBARRI _____ - NG c 3 2 2%10 CARP M - 2 2%10 L - - l 1 �, DETAIL Q5 ETAIL C O wsuunON 11AFFE A I o ROOF,DECK - TYP. I U SDI I m I = 1/2",COX OR OSB W 1 y 9° ?,s,ixc Y w I W 1 x N. SPAN RA L NG 2 ® ° U 7) a a 8d 0 6.6,12 O.C. m 'I 2EI 1 aow.1 aI ws 2-2"X 4"TOP PLATE 1/2" TRIM LLVD. =Vl F Rv 14A Ps FELT GYP.BD. 2x FASCIA WTH FASOA a4c R U Vl- RIDGE ❑ d SDl SRI,"O R-30 INSULATION H LAosER RUNos 1'-0"TYP. c -- SDI J vRl L� � GANG �R.ENrEo • ZV1 ; F.ALUM.SGFFir iGwc NAA Rar m Z17BSHEAR TRUS x I N 'p"�" R aARnER D sD1 l SDt SHR = 3300 ALBS ��+ n 12B 12A m An II SDl 2-0. SECTION THRU SAVE (1'-O- O.H.) I o m 5/8" OSB SUBFLOOR 2X10 0 PIBM _ RIDG f 1 9 d I-JOIST FLOOR 0 16" D.C. DETAILC. MNH _____-___ _ _ ____ s_-__ ____ ___________ - I_ Q I 1 16 II - - - - - q4 N. M TOP PLATES I(T-It p SD1 II 5/8"TYPE X W 96 j z SIB SFF TION THRALL ABLE END(1'-0"O H) GYP.BD. Q SD1 ; ; o SDl DETAIL D R-13 INSULATION N �TI 1 GARAGE 2B M� I 128 I 2"X 4"PTDF SILL PLATE W/5/8"0%12" 1 t SD1 T A.B. W/2"X 2"X 3/16"STL.WASHER m d CALF II SDi 2"X 4"STUDS o• FRAME O__"O.C.MIN.12"FROM ALL EDGES I / < W 16"O.C. r r7 4 // 1 N 1 W/BLKG. CORNERS,SPLICES,ETC. MIN 7"EMBED. r C H- ..__... ._. ., _ e - / MIN. 2 BOLTS PER PIECE z Q VD 4 W.I SDi/ NEW 3 1 2"CONGSLAB FIN.PLR. g 3(O ? LD ohs o u _I I .. _ •n �LLJ L,� I ; R 0 2X10 HD 2X10 HDR I ❑J ITT -I I I I-, T z Z U I� W - -- �a ---------------� - - - - - - T ,_:r`V i•�I ,R 3 r-<'CU>1 12A HE! `S�_ _------ .. ,L_ _ _______ ,J� o S01 L�'----13' 5 --1A__ 43,' SD1 A SECTION B o w ri: SDt z 98 SDI SD1 T - ,1 � �. a o^v a S01 12A SDt I :i•--...-___ _.. - -- m u�7 w w 12A 14A 14A 5 SDi SDt SD1 ROOF FRAMING PLAN BUNGALOW 1 1/2" 1 1/4" To 2" VENTILLATION NEEDED VENTILLATION NEE4ED� y AT SECOND FLOOR AT FIRST FLOOI-R u `o m (n Ins snaxmn •� p I-x AIco rREAos or xz re:Ao ED X/4"Flwaco 1AWs oA 2X rm:Ao 760 S.F. 184 S.F. FRAMING NOTES FRAMING NOTES 0 x:-e000 susnodn 0 qa R•TMz 300 S.F. 2.53 S.F.OF VENT LLAT ON REQUIRED 300 S.F. 6.13 SF.OF`+ENTILLATION REQUIRED n ® q re-nR.NOsrs IX1 9 eMlrr+areTMHAc it5Fa 3 Imim. z 1. ALL LUMBER TC BE SPRUCE('2 OR BETTER 1'�4.✓/f�4 Q -ROVED HANGER(HW14)MIM WNP3GN I�r lA TM"Cs�QACMoc��' W'� � O O A BALLOON FRAMED VIALS USE 2%4 STUDS 0 IB'0/C TO 10-0'IN HEIGHT 2. ALL BEM15 TO�SPRUCE�1 OR BETfFA © (sI;q1i smiNcros TRp50Ls00Nt VENTILLATION PROVIDED VENTILLATION PROVIDED � $ OVER 14'-0'USE(2)2X4 STUDS AT 16'D/C TO 17-6"IN HOT.FOR WALLS 4X4 POST 3. WHERE TRUSSES ME USED,TRUSSES SHI11.NOT BEM ON O 49'O.C. a 5 OVER 17'-8'IN HEIGHT USE(2)2X4 STUDS AT 12'0/C(U.O.NJ �UNEM FT.(F EAVE_ �LINEAR FL(1F EAVE B. TYPICAL F1DOR SH I HT USE S/8'TaT ODI GRADE PLYWOOD P.I J2/IB INTERIOR WALL JNIESS INDICATED OTHERWISE. N 4 -EAVE BLOCKS 4 -EAVE BLOCKS ; F J WffH Lod NAILS AT 6'-6'-10'O/C USE RING SHANK NAILS OR SCREWS. 4. ALL HARDWARE SMALL BE OF APPROVED TYPE 9 p EACH BLOCK HOLES) a EACH L HOLES) Al Q KILL AND GLUE PLYWOOD TO FRAMING LAY PERPENDICULAR TO FRAMING. 5. ROOF SHEATHING SHILL BE 1 2-COX PLY OR OSB 0 %9.42 EACH BLOCK a 9.42" 23 X 9.42 - EACH BLOCK = 9.42" / 0�SOFT. - 1.5 SQ.FT. LLI LJ C. TYPICAL ROOF SHEATHING:USE 1/2'COX P_YWp00,P.I.24/0 WITH 8d - 144 144 ° HILLS AT 6'-C-12"O/C LAY PERPENDICULAR TO FRAMING.USE 1XB T3G W/Ba NAILS AT 0/12. 4-7 SELECT SPRUCE AT EXPOSED EVES,(U.O.N.) 7. FACLA SHALL BE D.F.OR SPRUCE UNLESS NOTED OTHERWISE ` L� r DORMER ATTIC VENTS 3B"X 26" -DORMER ATTIC VENTS 38"X 26"D. PROVIDE DOUBLE FLOOR JOIST UNDER ALL INTERIOR WALLS PARALLEL 8. EAVES SHALL HAVE SHIP LAP UNLESS NOTED OTHERWISE EACH VENT=.I ASSO.IN. W.PER INDUSVERDE INDUSTRIES EACH VENT=.10 ASSO.IN. W.PER VERDE INDUSTRIES MODEL N0.t00ASD WWW.VEROEINDUSTRIES.COM MODEL N0.100ASD WWW.VERDDNDUSTRIES.COM o m WITH FRAMING,USE SOLID BLOCKING UNDER NIERIOR WALLS 9. ALL ROOF OPENING SHALL HAVE FLASHING VENTS MUST BE PLACED SHT MIN.ABOVE EAVE OR CORNICE VENTS VENTS MUST BE PLACED S-O'MN.ABOVE EAVE OR CORNICE VENTS PERPENDICULAR WITH FRAMING. 10.ALL EXTERIOR WALLS SKILL BE 2X6 STUDS AT 16'O.C. HANDRAIL DETAIL 2 x t oo" 4 x l oo" S z E SPLICE PLACES OF EXTERIOR WALLS AND SHFJR WALLS W/(12)I8d AT UNLESS NOTED OTHERWISE.ALL PLUMBING WALLS SHALL BE • = 1.39 SQ.FT �a 2.77 SQ.FT 4'-0'SPLICE(U.O.N.) 144 144 F. MULTI JOIST,(3)OR MORE SWILL BE FASTENED TOGETHER WITH 1 2' 2%8 STUDS AT-.6'O.C. I/2'M.B / e APART ;' ':'''f 5o E❑ -GABLE END ATTIC VENTS 12"X 18" 2❑ -GABLE END ATTIC VENTS 12"X IS" g O Q DIAMETER MIZ;XINE BOLTS AT iB'0/C SfAG' AED(U.O.N) ANY WALL ABOVE 10'SHALL BE 2X6 SNOB AT 18.O.C. STAIR DETAIL (TOP) STAIR NOTES I .'•"•.. I 0 -GABLE END ATTIC VENTS le X 14" p -CABLE END ATTIC VENTS 12"X 14" " O J G. ALL HEADERS TO DE POSTS A 12 AP(U.IN G, ALL INTERIOR WALLS SHALL BE 2X4 STUDS AT IV O.C. L'_...._,J - 'a£ H. WRAP ALL EXPOSED PN.) AND awls IN GARAGE WITH 5/8'TYPE k' HAxsRAiL-34"or a•ABOVE NoMNG W/SAFsn REnax VENT S0,IN.AS PER AIR VENT INC.(TAINTE D. CO.) VENT S0.IN.AS PER AR VENT INC.(COINTEEDD OM n/ a- II. ALL EXPOSED PLYWOOD SHALL BE CC%. 12" WVIW.CE TAINTEED.COM WWW.CcRTAINTEED.COM GYPSUM BOAAD.(U.O.N.) A� A•V. A.O.R.sPAcixG OF INrmMFJKArE RNu Q%TILL' 2 %TILL 12. RO07 SHEATHING SHILL BE 3/4'T!G PLY GLUED AND NNLEO N[M RaoM-s-C uw 2 SOFT 2 SQ.FT L PROVIDE 7-2%HARDWARE AT ALL MOLD DOWNS%TUG-) 10D 6/12,MIN OR QUILNANT OSB. 144 - 144 J. ALL FRAMING HARDWAAE TO BE'$IMP60N 5'IiONG-nE co'OR STAIR DETAIL (BOTTOM) MIN.WDM 0,se' 0❑X 100" o I X 100" r APPRWED EOUNALEM. 13. DBL JOIST UNDER ALL WAILS OR BLOCK. a OO SQ,FT =I� SQ.FT K. PRDVIDE 3-2X STUDS AT EACH END OF 4XT3 OR LARGER MEMBERS 14. TWO LAYERS OF GRADE 0 PAPER SHALL BE APPLIED OVER ALL 144 144 USE(2)2%STUDS AT EACH END OF 4XS OR SMALLER MEMBERS.(U.N.OJ WOOD RASE SHEATHING. TOTAL VENTILLATION FRONDED- � 6.27 SQ.FT.3,3g S0.FT. TOTAL VENTILLATION PROVIDED= PROVIDE MULTIPLE STUDS AT EACH END OF IXB OR SMALLER MEMBERS.(U.O.NJ 15. STEEL TUBE TO BE 42 M.W SECTIONS A-36 L�j � �� L PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. STEEL TO BE PflOVIfxD BY LICENSED FABRIGiOR. 16. FASTENERS FOR PRESSURE PRESERVATIVE TREADED WOOD tiP�O'BAN SSj Z ¢N INDICATES SHEAR WALL(91 SHEAR SCHEDULE). SHALL BE HOT-DIPPED ZINC COATED GALVANIZED. m G yc ❑ L.L.I ON M. TILE ROOF W/30#-FELT w Na.FD65593 m = 0 N. INDICATES BEAM OR HEADER AND SPAR 12 ICBO#-4660 ` EXP 9-30-07 T LO L) OVER 1 2" COX. PLYWD. SHEATHING * I-- Z SHEAR WALL SCHEDULE FRAMING TYPES 5� STANDARD TRUSSES / 0. INDICATES NON-BEARING WALL C IL,.Pt J 'J W P. �(� INDGTES INTERIOR BEARING WALL S.W.TYPE WALL SHLATHNSILL PLAT G S xe a F� I-1 w LLJ (� Q. ALL LUMBER TO BE SPRUCE#2 OR BENEFE 3 v Q z O R. ALL BEAMS TO BE SPRUCE 01 OR BETTER Q 7/8"STUCCO OVER HACKED LATH WITH 16 GAUGE STAPLES AT 6' 8.O.C. •'IM7 12 TM APPROVED ti,:,,,�,1,,,;. . a .�J Fx..Na LIAN 1 O.C.ALONG EDGES AND FIELD SKILL BE APPLIED IN ACCORDANCE i` WITH ICBO REPORT NUMBER 1318,JULY 19915 q Am _,,, ERMIT IS;:3 WITH 11 GOUGE GALVANIZED WIRE 1 1/2'LES AND 7/16-CROWN ;.�,„ SCOTh have been®&ASSOCIATE8,1 2K BLKG $ W .................................................................(160 PLF) . FRAMING LEGEND Q 3/8'APA ANTED PLYW000 WTU Bd COMMON NW 5 4o.a 1 >; (: , R-30 1NSULPjWN BY 3 V Y F•"p1r°Aws reviewed for here the '--- - - -- 2 AT 6'O.C.EDGES AND 12"O.C.FIELD............................(260 PLF) -' These plane DEL. TOP PLATES Q J plicable codes and Ordinance. thorizetlon «M9' h eby granted to Issue a bulldin ,° ]/6'APA ANTED PLYWOOD WITH FIELD COMMON vMNLS 4'O.C. � , appr I by all applicable Cily agencle AT 4'O.C.EDGES AND 12'O.C.FlEID...........................350 P vna n 1'-0" TYP. 1/2"DRYWALL .. aT �1� MD MANUACNREO GOOF-SES o 24•O.C. ( LPI 1 V 1 The Issuance or grant ng Of hill bes°d o 2x FACIA 15/32•APA RATED PLYWOOD WITH Bd COMMON NAAS 3"O.C. m approval of these plane shall no construed t 2 2K70 HEADER AT 3'O.C.EDGES ANO 12'O.C.FIELD(W)......................(490 PLF) s(v;aa 0. m",um / 15/JY SERE PAL 1 PLYWOOD WITH 10d CCWMON NMLS AT 3/9�CS ME 8*LAG F \\ �,H, permlf a any violation he applicable ' codes�gT�^TpNA i ce. No permit r umed to giveABC 3`O.C.A.EDGES AND IYO.C.nELD(W).......................(840 PLF) u.N,O. - authors �B vi�te r ca r laions of ouch Q 5/6" DRYWALL 15/32' � STRUCTURAL I PLYWOOD WITH 1Dd COMMON NAILS 3/8"DAM R S'LAG hall be valid.AT 2'O.C.AT EDGES 12'O.C.FIELD(R )........................(570 PLF) N.O.Jp '. �M. BEDROOM BEDROOM BEDROOM 2X B EIG 3 2X6 POST o O � MIO HEIGHT PORCH B& PROVIDE 2-2X OR 3'NOMINAL OR WIDER FRAMING AT R-13 INSULATION ADJOINING PANEL EDGES WITH MA➢S STAGGERED FOR SHEAR PANEL "x"" INVESTMENTS SPITES 4,5 AND B SEE OC U F.OR DETAIL TO RIGHT CCO OR SIDIN s SDTCSEARL 2-2X 0 4'OC UNO.OR USE 4 505 SCREWS PER 9'STUD TRUSS DEFERRED NOTES SEE SEAR WALL CONNEcnON GE , arvugNNas o Pi as n,,,,a (951) 273-0922 (NE ) PROVIDE 2-2k OR 3'NOMINAL OR WIDER MUD SILL PLATE THE TRUSS PACKAGE SHALL BE SUBMITTED VINO APPROVED sO 'RH E, 4"THICK CONC. SLAB 2 TAPS FINISH FLOOR BYE ENGINEER OF RECORD AND THE BUILDING DEPARTMENT WRH WALLS STAGGERED FOR SHEAR PANGS TYPE 4,5 AND 6 ,.-- THE ",r✓y,� BEFORE TRUSSES ARE FABRICATED. THE STRUCTURAL SEE HEAVY FRAMING DETAIL TO RIGHT E_a Pm CONSUL ANT SHALL REVIEW THE TRUSS PLANS.AND PROVIED SHEET NO. A LETTER OF REVIEW STATING THAT THE TRUSSES HAVE BEEN RUN PLYWOOD OVER POST AND/OR APPLY'PLYWOOD BEFORE BOX-OUT REVIEW AND ARE CONSISTENT WITH THE BUILDING DESIGN. rio'a r,orz I - P. a�� FINISH GRADE moR+� -- " ` A� ° SEC 1-1 ON ,� �° � WEEP SCREED S3B i 15 OF SHEETS 15 I?lGUrPRENT(r4�/rWFSTMENr'7G0 REVISIONS 6Y GLASS"A"EAGLE ROOFING #56g0 PEWTER BRONZE BLEND TILE ROOFING NV 50# GLASS"A"EAGLE ROOFING IG50#-4660 #56g0 PEWTER BRONZE ELEND W 15/52"GDX PLYWD.SHEA TILE ROOF W/50#-FELT ICBO#-4660 W/15/52"COX PLYWD.5HE:ATHI TRIM WHITE I I' I� m Y TOP PLATES 11 1 it III 4 WINDOW - SASH WINDOW HIT WROUGHT IRON FENCE 6-0"HEIGTH 0 MEDIUM MOSS GREEN -----V4ROJ6H1 IRON FENCE 6 HEIGTH -- ME IUM MOSS GREEN FIN.FLOOR FIN.6R4pE vwvE Y SIDING i COLOR ROCK GREEN STONEWORK SHADES OF GREAM,BROWN-PEWTER COLOR MARSH MAVERICK ENTRY DOOR City Of Lake Elsinot�t Planning Division Approval ApFo By: �70'^v3 (A N GLASS "A"EAGLE ROOFING #56010 PEWTER BRONZE BLEND �Y TILE ROOFING N 50# TRIM WHITE IGBO#-4660 GLASS "A"EAGLE ROOFING �O 15/52'GDX PLYWD.SHEATHIN #56gO PEWTER BRONZE BLEND --� ® TILE ROOF W/50#-FELT in IG30#-4660 W 5/52"GDX PLYWD.SHEATHING 5 TOP PLATES r COLOR MARSH M VERIGK v ENTRY DOOR ° " N W Q I _ N ..,....___......_-_—.. iF- LR Q FIN.F �! Q TRIM WHITE;� roP PLATES —_ ._ ---___ o WROUGHT IRON FENCE 6'HEIGTH MEDIUM M055 GRE N L Q ry _ HORIZONTAL WOOD WROUGHT IRON FENCE 6'HSIGTH SIDING MEDIUM M055 GREEN a� COLOR R OK GREE APPROVED _ -A' aFOR PERMIT ISSUANCE .r SCOTT FAZEKAS&ASSOCIATES,INC. p BY DATE These plans have been reviewed for adherence to the_ - _ - - aplicable Codes and ordinance. Authorization Is FI -- - - - - -- - - -- hepreby granted to issue a building permit pending approval by all applicable City agencies. FIN.GRADE C STONEWORK SHADES OF CREAM,BROWN-PEWTER DRIVEWAY The issuance or granting of a permit based an i OLOR MARSH MAVERICK _-_-- — approval of these plans shall not be construed to O ENTRY DOOR ;mit or approve any violation o1 the applicable < > N I d es or ordinance. No permit presumed to give V SASH WINDOW to"rity to violate or cancel the provisions of such //�( WHITE on:-nan be vard. RAM RZ7 , BERT ROENTO 0. CHECKED SCALE I/4"=1'-O" AL AGUIRREWE 11-20-M SME 1fo. SHEET �� 4 p IGZ,1RENT7A�/NI/ESTMENTIGo REVISIONS ITY GLASS "A"EAGLE ROOFING #56-10 PEWTER BRONZE BLEND TILE R00FIN6 W/50k ICBO#-4660 W 15/52"GDX PLYWD.5HEATHIN ...._ ...._ . .. _. _ _...__ DECORATED GABLE D TREATMENT - 1 CLASS"A"EAGLE ROOFING #5(690 PEWTER BRONZE BLEND TILE ROOF W/30#-FELT IGBO#-4660 GLA55"A"EAGLE ROOFING ------ W 15/52"GDX PLYWD.SI=EATHING TOP PLATES - i� #5690 PEWTER BRONZE BLEND TILE ROOF W/30#-FELT F[J TRIM WHITEBO#-4660 W I5/32"COX PLYWD.SHEATHING O LISHTWEIGHT AILING TRIM WHITE _ FIN,FLR. TOP PLATES A FIN.FLR. m FIN.GRADE Z HORIZONTAL WOOD STONEWORK I GARAGE DOOR WHITE SIDING SHADES OF GREAM,BROWN-PEWTER c WOOD FENCE 6'HEIGTH COLOR ROCK GREEN 5TONEWORK GARAGE DOOR WHITE HORIZONTAL WOOD AROUND PROPERTY SHADES OF GREAM,BROWN-PEWTER SIDING LEFT COLOR ROCK GREEN / E {{{__= / City Of Lake Elsinore Planning Dtvr��Approval prorel SG AL- /4._I_C .lfL Appr— It: 7--xJ-�� late: Cq (14 .[1 GLASS"A"EAGLE ROOFING V Ii #5(O40 PEWTER BRONZE BLEND tu TILE ROOFING W/50k ! ;i .____.. .___....-...___—__ ICBO#-4660 GLASS "A"EAGLE ROOFING --- y #56-10 PEWTER BRONZE BLEND TILE ROOF W/30#-FELT v IGBO#-4660 W 15/52"GDX PLYWD,SHEATHING ,On 0 TRIM WHITE 11 11 11 11 11 11 11 11 11 11 11 IT 11 11 IT 11 11 IT 11 11 DECORATED GABLE END TREATMENT _....-- - -- - ----------.___ U) WOOD FENCE 6'HEIGTH _ — 111 �Li T AROUND PROPERTY — G WEIGHT LING }7 Lu APPRnvFn z Q TOP PLATES - N _. —.----- __. _._._--Thesaplarts�hewe-bae+�oeuic+•!eU-locaoharanca lathe _ _ — _ aee.-Auttwritatlow-Ps cQ N V �tvy�anlnrr7o-I•*resgn,Tm peadtta - — TRIM HITS — — — _- - ........................... The Issuance here fansng a0, a P 1t-based"err m no a co f9'tPQStfZtc p� any y'nlatbn of me A pplicable — _._.. FIN.FLOOR FIN.GRADE z HORIZONTAL WOOD HORIZONTAL WOOD N f STONEWORK SIDING SIDING SHES OFY4ORGREAM,BRO.NN-PEWTER SHADES OF GREAMBROWN-PEWTER COLOR ROCK GREEN COLOR ROCK GREEN AD aueN / AoeExro o. CMECIeD AL !G@ifiE SCALE : 1/4"=1'-O" d,TE 11-xn-oe sME 1/4 - JOB NO. Shm �e 5 P IG(R,eEivrlA�/NVFSTMENTIco REVISIONS H1' ' I 4----ON SELF GLOSIN Sri GFI GFI "- 50LID GORE Y+P,SFI FIRE 9 DOOR. IH I I'_' \ aurE.ue gratis eerrte-e ro seen ` �) }MMIOLOKATm GR'NI•AYICIn/ _ TIGHT FITTING &YP.BD.TYPE"x- I APROX y of THE _ \ RD TO ROOF SHEATHING FIxT,RE5r0 \ \\ GFI 0A 5/T GYP.BD.SHEATHING " (I HOUR) p 1 NIBN EFPICAGY _ __ (1� 5/�GYP`Do TYPE"X' BOARD TO ROOF SHEATHING BETWEEN GAR. \ : 9 APT ROOF SHEATHING (I HOUR) 9LIVINb AREA � ALL ezrrrnvaww.acn>ID.vo /—� / \ \ (I HOUR) GFI BETWEEN GAR. ( 1; ALL WALLS a CEILING I _ -.- a LIVING AREA ltMSm aYAV ArPfeOH9)ilmM Y. / GFI / T1�1EGNAREA ALL WALLS a CEILING 6F1 6FI A/ ALL li1ALL5 P CEILING � I 6A E LIGHTS TO BE BARABE LIGHTS TO 8E / I a / �D���� ' LOe! Y-ON 9ENSOR CONTROLLED BY 0 y ❑ MAWALLY-0N SENSOR GARAGE LIGHTS TO BE I n � \- / OONrROLL[D f3Y L QCMrR0.ID pY R ( / I MAWALLY-0N SEHBOR !yk /�rirtN�ro // \ 1 GFI �_� I �_� / ( C�=� /' at4t LG1,'7P L7�iS11 � Gf4L LirGKLi°DK �`.- acir�M,rNr cLls�ola rAiK 464Q Rxx CP-DV GFI 6P GFI I GFI < • {� LAHDRY LIGHTS O HA GFI m ocaFAHr cEN R I �' rtfN.2oUFO .'Wgo ! Q—RAr,- oo w/gflNvTol 4 Aa A;2,j7�,....�R / -- ❑ j ❑❑ _.. ❑ --- ❑ \ e�eo•.yr;rwuNr ro ccw,rdm er / — - _ ~ 6ATH ROOM LIdrt5 T NA S� I I t(yt OGdJPANT CENSOR Np / 6 / \\1 11 1 tJ 1M✓1C npl BOX hV GY.LWELT�'R \ ROOM L*HT TO AK T}�(, i4J AC cnror A��,YK MNLlI�� B A cENSOR N �. . lLeArE nN9I"rV.`l NILCrYNN 33' / tL lO Q'IIE A.G LClPRfS'JCR LGCAIKN' �(� .x•xx•ccrr.c,R ri .. ® /� S.D. ® V 1 '� FIRST FLOOR ELEGTRIGAL PLAN UNIT "BI' "�"� //- '''g° p a gD 111 El ,' ® �M.^MLMNr rp aC LOMRam GY i'CALL F/XTURE n as,,.;�.a oeca.ecr rosccwn.�mer �.D. pn'�A"� 11 ■n to GON✓EN/EALE� ra xe.zi�`z ®iu arorrlT a/NR.E o;•»wn� :�.e I v +� gJ7YET •re eo..Lm rrO n z -HIGH EFFICANGY LUMINARIES MUST BE PIN BASED - coMEou rc rNraRrrae McLgtl S4AlL alnmrec GYAMM. ` ■t 1 �1'/TGH—JQ 1 41 w°Li,«„aw �.v uuun nursTsr/a✓ccr. T l ■ ■Hs 1 cvrtr,sror lA,s�•Na'./Ns uo.a 4-/ v •GENERAL LI6HTIN6 FIXTURES IN BATHROOM AND KITCHEW SHALL HAVE - t¢xee.e BNw.e-mm�erm er.w na 1 Au ew+r+l curs nurau4Lrm Aar Q �\ � GON✓EN/ENGE 0, h LAMPS WITH A EFFIGANGY OF AT LEAST 40 LUMEN PER rYATT. ��.�,a/___� xc�lws ra rnurcnwrnnrsrrna a*v�'N^aC/s+•�-.���r.+cLE h rvoe Fs�NE N �V " T4 0 tl •DOORS AND PANELS OF SHOVER AND BATHTUB ENCLOSJRES O ;» s�.rs ® Q Q SHOULD BE FULLY TEMPERED,LAMINATED SAFETY 6LAS 6„ T .avrwNr rn ercamrotm er sNAu.arRonzrmer.vi.w- swrcN r.Narcn¢wr areanae m P Ciy6/NET !� OR APPROVED PLASTIC. 4 130'I �•;p°R Q •SUITABLE FOR WET LOCATIONS —_I "ten^`Y m IAL_SAGE VAPOR PROOF ---- ❑ 20'MAX I TYP/G�4L /NSTALL.4T/ONHE/Gf,TS b�A �� �w ELEGTRIGAL PLAN UNIT A r1l�CQ'LY�RM -ro SMOKE DETECTORS ARE REQUIRED »r -ON THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR 106U IN ATTIC D@TAIL OR AREA GIVING ACCESS TO ROOMS USED FOR SLL=PING PURPOSES. ATTIC,Acces OPFENINB SHALL ae Si=p roR r C REMOVAL OP THE LARBesT PIECE or CduIPMENT. _r� ry -IN ROOM IF ROOM HEI6HT IS 24'OR HIGHER THAN TEAT OF CORRIDOR. v) -ON THE CEILING DIRECTLY ABOVE THE 5TAIRWAY WHERE SLLEPING ROOMS ARE '1 •� ON AN UPPER LEVEL. l-A t -IN THE BASEMENT AND ON EACH STORY. -IN EACH SLEEPING ROOM. ST/%�/G/LSLEGGNO AN NEW GONSTRUGTION,SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACK-UP.SMOKE �/� A ---- "-"-• '� DETECTORS FOR EXISTING MAY BE BATTERY OPERATED. L/GHT/NGGG�XH�Y.7TFi'7NS a OUTLcTS `n ALL vznreun�c fLrnvE ,.� _ /s�vGatvaserannrrr-n o \{a.J �' 111 a 4+ 1110W fAKL.f�57RY7 ,�l.C7vGE�f.'Ae,9.�To<aL $ /AGVGAfvaREX�ILET 0) w ELEGTRIGAL NO-ES APPROVED ; I_- r' O •1�' ' L ` >$+ /aG l✓CGHYR13EI'a7lLT-K4LF,�lwPRk' FOR PERMIT ISSUANCE 1 1. ALL WORK SHAL COMPLY BY THE CURRENT N.E.G. 0 FI I E SC.Orr FAZEKAS&ASSOCIATES,INCIn Q Q I /L4;Yfi'MfCER'bWfLLS.YT 7.r7IRFGL'CLPA4TGdP � �3'YGGILET 2. MAIN SERVICE SHALL 6E 200 AMP.PANEL to LAMS ,,ee,,PP1 `o I A2ypo• I .leE/rG7vVTC1�1' LlFS%RYIl�9��CJ.DY!> P ax gY GATE 3. INSTALL UFER BAR } w W TH ROOM uBHTs o HAK $ cc as and �—�4. ALL WIRING SHALL BE ROMEX TYPE aft � f�j{i T• ygp� y These plans have been reviewed for adherence to th ALL RECEPTACLES IN KITCHEN,BATH,AND GARAGE 11 1 Z -� ANT cEHBOR AN r .fYC. 4`DLLSS?Rf74E` he�eby gr%Snted to Issue a IbuildingAperlmit=pe'nding SHALL BE 6FI.OJTSIDE RECEPTACLES SHALL BE Ll-1 =� 1 il'�41/E `bB2dOF.V[TA?t7@. P)tD approval by all applicable City agencies. WEATHER PROOF t,n A stiALL x I swy • IJ .H£YE.£SDRa+@ 6-.?LASYTF/X7l+B` Eby L29Fr"GG7LETATf f?MO.@%PR 6 LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING_C;E W Q 1 c^ *• The Issu.3nce or granting of a permit based on IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY Q Z -L} ,gyggR ,rL,(557 ItY� ,{� TG(,QQyRrgyTE•�Qgq, approval pf these plena shall not ben,onstrued t0 OF NOT LESS THAN 40 LUMENS PER WATT. W \ I F I -r �l� permit or epp ova any violation r te tip to Give il Z Q codes or ordinance. No permit presumed to plveT. ATTIC FAV SHALL HAVE LIGHT AND SWITCH \ // O s �� RGY dYlL�r57RY%7PE(YW FiASL) GL/M�TfGONTROL authority .o violate or cancel the provisions of such (IF LOCATION 15 CHANGED) / NOIdAtL KRrInrONtlll lDeQM 2\ Q_ codes shelf.be valid. g. ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS \ APRox Y.OF-He 6 )_I L!M/rY CL�/rflS, �.2`TAL'/LLM. SHALL HAVE SMOKE DETECTORS,HARD WIRE W/BATTERY FI�TVREsro EE S.D. .= VG/RCl//IBPEAf�FGdPAG GCLS�P _ O \ _ BACK UP AND IN'ERGONNEGTED �V wBH EPPICAc•- _ _�� w �u "� f3!l7)E742Zd -1. PROVIDE 50"x='ATTIC ACCESS m N 10. FANS SHALL 5 A R.CHANGES PER HOUR 1c rs 'rr r, Q {vA27P, [,{gjJ -L((,Aq�OVFD II. ALL CEILING FAAS SHALL BE INSTALLED TO METAL BOXES OR EQUAL nm eEs aysrAum a+svc Ar,s 12. AIR CONDITIONER CONDENSER UNIT SHALL HAVE P15GONNECT 6• rArar are r r®� O gy yL�G,.{P •Ep 8�l/�S5n7,4Xp GENE'?.4L ELEGTR/Gr4L I5. MAKE ARRANGE"GENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., / ® \ TELEPHONE,ALARM,INTERCOM,CENTRAL VAC,,ETC. \/ g,p• 6f 1/EOT/YvRCCRL•YNTFAN-,S9GfiYMiY- ® S�('EA7K/APM6P0/b fi°D�B4l7EPYBY.!'{P I4. BATHROOM RECEPTACLES OUTLETS SHALL BE SUPPLIED BY AT LEAS- �a�•. �ar {gNtDfiJq�73'iyg�'f' ,{. ,/;/gEq[A¢y/iyA[[yBP/rIyAPEASldY7GjtD ONE 20-AMP BRANCH CIRCUIT.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (D 15. MIN 20'UFER GROUND WITH BOND TO GAS 6 WATER PIPING. 16. PROVIDE TWO CR MORE 20-AMP SMALL APPLIANCE BRANCH CIRCUITS arorcN rv1.eRA•cN UKcrn rNnrxrPLr r Lawrra+aawnmte .@YE�SJ�L.fSN/ —� v' B/BlGAeIKP6�YARF B%t'RGJW IN KITGHEN/DININu AREAS. DRAWN mrcer+rlrcrm er s/Nne PN�X/sr>o-wtst crone 9•'1CM 7�tXA`12'EAT.PEAR.4�f.@a{? 17. PROVIDE A MINIIvJM OF TWO SEPARATE 20-AMP APPLIANCE CIRCUIT:FOR ecia�e.zui mrwaiae�rm ei .�I KITGHEWDINING AREAS. aoBEino o' r w.reneccrrmraR.nne 5!4'/TGHES �+ �TM A EFFIGANGY L LEAST 40 LUPffN PER WATT. SUITABLE FOR YET LOCATIONS 18. PROVIDE A SEP.=.RATE 20-AMP CIRCUIT TO SUPPLY REQUIRED LAUNDRY LACKED RECEPTACLE OU'LET IN EACH DWELLING UNIT, K HUIItIS -0-- SrGllrY A. RECESSED INCANDESCENT FIXTURES SHALL HAVE THERMAL PROTECTION DATE -- --_--- 20. ALL BEDROOM ERANCH CIRCUITS SHALL BE ARC FAU T —­GTED. 11-30-M -as^- 3dY9Y.`JUTGY 21. ALL KITCHEN Ll6-4T5 TO BE FLOURE5GENT CAN LIGH 5 W/PIN BASE /.I SCAE !11 1/4'_V-a' -�- A-iLOYSrffilCN Nb. SECOND FLOOR ELEGTR I GAL PLAN UNIT 111311 �'° �'" '� ��� SHEET 1/Y FI�OrJD 2(P.TD.F.SLL RATE t/r Ft Reins P.T.D.F.O WlEfE�R� A � O oc U.N.O.MATERIAL A2.1. >r O.C.ux°. N O SEE PLANS r Du IT=NON co O ( B MIN. 10" PIPEwLUNN © EXTERIOR:INTERIOR: 1W 1) & Q2-STORY MIN WNCRErE a ` 3 T GRADIE OR • - ENGPEFIdD OD '7f' (1) & (2)-STORY iu O4"ACTUAL CONCRETE SLAB W/�j3®18" 0-C. EA.WAY 0 SI_1,B MIDHEIGHT. i. r® OO VAPOR BARR4" SAND E R 6 MIL. ?OLYETHLENE 3 lOL S 1lDOFR AT * •r uT. 10L rEIL SEE ARCH © (2)-#4 BAR AT TOP AND BOTTOM. W Z / g O coNcxElE F,7,O11N0 1� O W.W.M. 0 SLAB MIDHEIGHT (QUATER-'SAWN) 99 "ee TT 4"ACTUAL CONCRETE SLAB W 6"•6"- 6 U_a H O 6" (1) & (2)-STORY V) .017 -ODWY All IFIXOMTIO" F°°y -VERFY ALL INFORIM110N O PER SOILS REPORT. PER SOILS REPORT. O • ^H Q PIPE COLUMN 1 °tee 1 �D7T INTERIOR BEARING GARAGE CURB 9 DRY^ EXTERIOR BEARING GARAGE CURB rJ �T FOOTING DETAILS LLJ SCALE:NTS --- SCALE:N.T.S. SCALE 3/4--1'-0' SCALE:NTS Q SCALE N/A HOOKS AND BENDS 1° \° U X R COLD JOIM 2X P.7D.F.SILL PLATE 12� 'Dt AlID9 O 1a"0. COLD JOIN WITH 3/a•oLANETER •y .¢AD M PT.DI.PLATE COMPACIID AB.'•O T]'O.C.U.N.O.T DN%3 2 FlLL A4'iE0'0 coMPACIEOON PLANS1B0 HOOK E%PANSIONJOINT FILLME0' w �cyPIJLm K NO 10' NATERMLFROd PLATE ENDS. g� � QSPICES °RACE OR t z (1'ZleFlLLINEERED - Q Q In Lli �Z�-- L° un /4 OOREIS m P4'O.O °iT O APPRPIFD SHOIPIrR' B MR.S'LEIN:ER AT W 'or NHF.+4a%1.1ES PDERNIION INTO COxC TW .D so/1JPD) VENEER,SEE ARCH RANeEI'+SOP SEREs:.1/0%1'PD+ETRAIDN NTO CONC.Doe)/It 7) r0 d1e A 010 ?o fDUNDATDN -VERIFY ALLORMAnON FD We _WFSFY ALL"MR-0."MR-0. 1p COR PER SOILS REPO". PER SOIL4 RF1R)Rf. Y-� TYP. REINFORCING BAR DETAIL NON—BEARING INTAYALL HOUSE TO PORCH EXTERIOR BEARING FOOTING ON mT_ed2 t SCALE NTS SCALE:NTS 1 4 SCALE:3/4'.l'-Or 1 O SCALE:NTS SCALE:NO SCALE yr TTBERSOARD ]'O J_ EJI`_v JOINT r SIDE CQ4R a � � Q AND PAID 10 E9j]� r�Si£Cat4FL e d• SI.+B COL]JaaT CONC.DRNEVYAY Op 2%P.T.D.F-SLL PLATE21 °� TOP WIN P89!lID t>Ag F E69/ COLD JOINT Q PIERSI 0+No CON- �Q' P 00 9c AB:•A 72'O.C.U.N.O. C O LDL r AT INDIVIDUAL y,- N 0.P A/F WIIN a/s' O.C.R n1JOR pt 021T PRFSfl/h. __- $aP.COL 615E = ANCHOR TYPE q N m REG OCOM IEU ON BANS. £y P[a9 L ICB BASE IT AND PI. PER RAN. SSTR24 BOLT m RD 65593 fx - - a a � SLAB a v -- J• FbORNO'• C CC.,UFCP� GLADE OR In r. ENGINEERED O[ F f FlLL N BMW 4 iO3 PRONOE 1" 4 rYR e'- C AT COL Si THE FWrvunO�.cEN1EREo•ANC• REa�iR°MATL-ppnEPA°F ALIa'RrtM 6 ° �p y yr �9.EH� SEE 8EE MAN -DEEPEN GJORNG AS REOUWm TO ACHIEVE I•♦d a 3 COR MN -REFER TO aFi .aPECa.i0R NatAWnON N WOOD NENBEA ADIACE T FDOIINc /� O RAN -'' -r•_zsco wl 1TZJ��i �I I I L I- HRII S4 129)I n C01NOx S/b"ON Aft31 BO +7/1- S' � L W 19E MIMd1N1 RAN (2a)t5a me11f -YERxY ALL NFORINRON _ REFFA TO MFR SPECS.TOR INSTALIATD 0 II N TO W00ENBER f0 OW PER SOUS f:FPOm. r0 0a1 PER SOILS REPORT. O L�I'�'' a ON J _ 55 L7 U APP I�y^ Z \FOR PERK TOSSUANCE . . I': )..., ' J 0o J LJ SCOTT FAZEKAS k ASSOCIATES INC. I--I ILJ °Rpp ISOLATED POST FOOTING 19 Fo-axe TYP. HOLDOWN INSTALLATION D„7 DR-DID GARAGE T bee. r ieFit*d°98r e c t t BEARING FOOTING Q z SCALE:NTS SCALE:3/4'-/'-0' appl Ca a c0 a j rdinan Ce. 3 I..L 'H"-'r J SCALE:3/4'.1'-0' SCALE:NTS -.. hereby granted -u aSOIUEIrLj/4pertid0"pending o W approve y a app m. .+ The Issuance or gr_.nti g of a permit based on ----" - �1 1 m i(� y approval of These pl_ns shall net be construed l0 Y - ✓fr yt.f Vt 6-.s O Q permit or approve any lolation of the applicable ��• e f-- J aK P.T.D.F.31 RATE cotles or ordinance. N permit presumed to glue -o 1/Post.PER PLW 2-T�+mvlm ,�5/r ONWm authority to violate Or cancel the provisions of such A8'•a Tr G.C.Vxa cotles shall be valid. a` WTET3IL ON PLANS 2%P.T.D.F.SU.PLATE vPOFESS/D,y GOLD J01 Teri 5/9"DLANVERW.a 7'D.C.".0, .......:" SCRAP PER 14 Dorms a 24'O.O WPR. 1N C,p04IFy [FlpONFAC EaD ON PLANS' ABC t �l A B PORCH u'1° I NO.C065593^' RameawD E%PAllsom mi. fzP.9.30-07 IMIERPL O PT911FKm `. � r •�'•..``'� 'fJ OfI AI\40Q� .1 � INVESTMENTS a _ e (951) �73-0922 fa.PM PS N(T2lo.) HOUXMT POST NAILS 1' NOtDOFNS Y NPND24 <tm}1ec•cY.NmRDrF SHEET 'hO.- Q WAiDa-v rjC(23)-lac•CO NeDN -vETaY ALL aFV3lATDN PER SDu REPORT -'•2SAILSRIFY ALL PORIA PER S3 REEPORT.. T T FRT-OOI HOLDOWN STRAP INSTALLATION 1 GARAGE TO PORCH 8 SCALE: N75 HOUSE TO GARAGE 4 15 OF S;HEETS 15 SCALE.3/4'-1'-0' pR_pp SCALE:NO SCALE SCALE 3/4'.1'-0" SCALE:N75 CaN-O+I P.S3 MT LOON OAS: Roo SHIPS NUMBER OF NPILS srlMv LFNGM lb MATCH SMFM WI11 SUP.XI a 24'QC SEE TABLE 7X.C 24'O.C.OR 2O O (2I_IN a SPECIFIED BEr'W IN SNKER NNLS AT ON PLANS 7ND OlAUa4 EM1%,la'0 E1.ENO Oi IOKOUf 0 4�O.C.W/ ME PLANING � ER _1PIAIS AND PER TABLE I TDTK OVFANARa)• TABLE BELOW BELOW BELOW FOR DIFF I XI SPACING PEOVIRED PM PUN SIMP.NS O 24'O.C.SEE }wpp TABLE BFIAW mP DIFFERENT E.N. MYN000 SITG HDR 2%SLK'G 91T'0 D A35 SPMHG REQUIRED PER PVN OONr.I('1MBm SBNO,LN WGTE SEUO— /N2.5 O 16'O.C, SS MANUF.TO W/A75 AT M'O.C.SEE TARE TRUSS BpAN S) C.N. /CCOIINT FOR rOR ADmIOgAL NS OYFq SHEAR UNDER SPLICE CHORDNOMM I TOP E.N. EN E.M. CHORD IN DESIGN NNL \ TRUSS I-XCTIS REARING WI MIN.I-3/4' SMPSON STRM PER CONE.SMP.CS1e EOVAL EQUAL W/ee NNLS. 51E0.SmM SiLICE��� gf10W AD THE TIRE 2M M, LATCH SPACING WALL SMEAR PANEL ON 3 STUD MAIL SPACING .N AT le•O.C.,SEE MAN (H�2.3 O 4a'yON.1C. FOR TYPE AND LOGIION AT le'O.C. STRAP AT WWER IffiOS9I E-) 0 z%LEIXTFR w nlxrx sTuos (oa,SILL LBO O 1'0.� SHEAR NOTE: PIECE) RL.AMTOPS TES TO TOP PANEL N]'w ALLY TAIL STRAP ORR MlE4 SIIPSON NSi I%DECK J015T W/IICq. SEE PIIN a 4e'OC• TYPE SPACINO L�GTE$IUD- IN letl SINKER OR I E. IOtl COMMON N E I STUD WALL ALL W Z [ d.- LNOER SPLICE -ALES SHALL A I Q A]SF SPACNG AT LEAST 2'ARARr ED=IaH Y ONE CONDmON REO'D Fall WALL w Fz A r O.C. KT.ASS B iN 2.PROVIOE SIMP.H2.5 WHERE HAFT.IS I/)a9 le'O.C. LOCATION NEAR TO WALL OR WHERE N1 CAI NmN5'S Mt SC tY O.C. e 12 le 21 Nt x {2 BE INSTALLED0 e 0.. �' MIN MTE W 4 fi. {R. {FI. 6 FT A R. a iT. a FT. SHEAR MA1ERK D.PROWOE TX BUI'G.WD MT WHEREUM2e ETO MATCH SHEAR EAVE VLMS OCCUR. C e'O.C. A V)ALTSTPM W/ TTPE E5 1etl SINNER RF'RDO 2 SHEAR WALL OPENING r` 0 �Q RIB TRUSS TO GABLEEND TRUSS 1 suss SHEAR TRANSFER @ DECK TO F 00 1 TYPICAL SPLICE AT TOP PLATE (79-,) X% SHEAR WALL OPENING 5 IRT_DD1 TRUSS TO WALL AT EAVE 1 SCALE:NTS SCALE:N.T.S. SCALE:J/4'.1'-0' W SCALE NS SCALE:N/A Q Ems SHEAR PANEL PER PLAN SHEM PANEL PER 0 CONr.1('TIMBER SIRWD. n 2%S1UD OR POST SEE P LW.W/ATS AT 4e'Qe SEE TRUSS MANUF.TO EN. SIMP.H2.5 a 40'O.C. g�z TABE i'OR ADDITIONAL NS EQUAL EQUIL ACCOUNT FOR H USILL r ASK SHEAR eYl SIMP.ST622{ D.F.W2 MT LOOKOUTS: NOIHCED TOP /r� 2%BLOCN'O �i L2)10a AT (MST2T) 2%4 3 24.O.C.OR 2%e O CHORD N(LESION 2 N BERG W/[.N, y�, `/ x FLOOR SHEAT' ON ]2.O.C.,TAN BACK TO « } d � lOP.PI.ATFS 2ND TRUSS(MAK.is' ROOF SHTG all a TARE BIBw LOCATION OF AT5 70TK UYFAH.IYIO. Nl-I6e Z Q 4. W PLYWOOD SIB'O mR smw xo.GF AND MYXOOD ) Z EN. CONI.11'TM"SIRNIO.LN. SHEAR IRV59 PER W A]5 AE H'O.C.SEE TABLE EN. E.N. O'b //��// C7 0 / I%BLN'C BEYOND ENO LOe'lll AT EA.N MIND LL �Ih Rk ADDmaLA Ats DRn sxEM h101W.sEE - ___ BQ _� w PW-T cu I (7 N I-JOISTS W/MN.1-]/1' AT O BE INSTALLED TRUSS MANUF.TO BFMWC AAlto arm T S[w:OF LOP PULES pESI(N CABLE ENO 2)-Lae O e W AFTER A�6 LOMEO E. ' SHEAR PAD.ON RX SNO EN. PEA PUN A ST32]6 M5IIJB SHEAR WAD ff c C C� ¢N CU> TRUSS To RESIST G END of LOKDIA .Z-I U I`M')W AT 1e'O.C.,SEE PUN DBL TOP FJOISFT, I BO'D YIx.IY W- J INOIGTFO ON PUNS ¢ (9J FOR TYPE AHD LOGIMTH LONG,O M•O.G AT 8 MSae MSTb (MIN.1500 LBSJ :E Z M Z I LD SOLO BLOCK'G--- EITERU WALS ONLY TRIMMER C M^'90 MSIIBO $IMP5011 AT5F I , ¢¢��(•'J SMUq W/aN.. D MS'T MSr1T2 ammi SI 4a•OC' N9 2 X BRACG AR PUN W H"'^M PANEL ASS• BM.OR NOR SEEP IF IE4 TIeWN 12'.USE P�P MSTNe ro TOP mrR.srear�cAnoN. Z n1 p�0 W TYPE SPACING ��_ Two eAn E Ms:Ne w/I0a% TOTO (� (U p,." 24' d SHE'S PANEL SEE SEE PUN L u //D_� W IT d ® le• SIMPEN u('J' LOCATIONMR S E. EOYL. SIMP.srez2f O•iT MUM IJ� � U 12' A 1 IB 2%4 (19]8J'P 1B' (�i5•) NSF SPACING KLOGa1N0eN a u M A 32'O.C.B(2ySSl6(2)U4(MW IY _ _ "A ( xpR. le ryyp gp of PANE m ® ® ® ® \ 4XA (2QAN'4 ED. pp 1MA�^E�OELLEOpASN1TIE TYPEA 1NMMER `TOP PULES D BB O.CC E [. O 60 W �OS W/SIRAPs 0 S P EL NAC:NO O.G IY O.C. O.G 0.0 O.0 PER PLVI RF10B0 a r_ C2 n477 SHEAR TRANSFER @ FLOOR 1 8 SCALE NTB HOLDOWN DETAIL 14 3/SHEAR TRANSFER © EXTERIOR WAL -% DRAG DROP BEAM 'FLUSH BEAM FRT- TRUSS TO WALL GABLE END SCALE:NTS 1 6 - SCALE:NS SCALE:NO SCALE ` V//nn c U) TRI65 MANNUF.TO CONE.1 E marm LOST.t('TIMBEW SIRN D OR I.M. axe SaAO OR-N/ vow W HOOF E.N.ENTIRE �M M Q 061ST TRUSS TO / A RESIST SMEAR EN. BM.PER PLAN BM.OR ION.PFR PLAN WI Ai5 A 49.1G ASS AT 4e'O.C.SEE WIl,T11,TPUSS MANUF.10 TRUSS MANUF.To LGO IKNS, COST.SHT'G UNDER SEE DAE FOR TABLE FOR AWRIOUL OESIGN TRUSS TO RESIST ON ARMS. CALF.FARING ADOIILXLAL Aie ARA Al•S O1FR SNFIA W/LL SMEAR LOAD MDIGTEp DESNOI TRUSS TO P, uANN.ISOO(BAT. SN/➢EO 2%BLK'C W/ MIAR WALL E2T 1.AT ON PLANS(MIN.IB00 RESiSF BMW a W SE'FILL•IRU N LOAD ININCATED ON AT FIRE HALL 18 PO.C.�AT O O IAG1IOq SIMPSON PLAN$(let 1e00 TDB). OL` CONDITION. 0 O RYWDOD PPWOD W/NS PER STB221 MOLL NMAU lAHsc EN SIEAT G .N. RP ESSIOryt SYP.Ave 4e'D.C.- re c SYP.J e 4 D.C.• yixw-Z MEIN ROOT IS UOAD D P� U55 O ECCLL SIMP.ECC TYP.-.IOISf Q'40,. N C.pp F.J. ANTLER ROOF O W u AFTER AROOF•e!LOADD E. O 5T PER PUN =1 OG 9 PROJInE DBL.2%TOP q cy N,�m. PLATES AT SHEAR sALL O.W F TOP PLATES OR BEAM PER PLANAR r.ONnmOI PER RA U m Be COM59J D'. LOCATION ONLY. ODL —STUD wAl FNn mxnm a :Ex.9.50+01 GO« SEE VW24(U.N.O.) E. E.N. EN ALL PI/F4 2X BLK*G L-r-e'• EAT. /E2•-ROWS OF IN T. TOP PU W1LS Y e'O.C. ELL SHAPED 2%BUI'G W/ D 1Fw's Ns's 0 o VM sHEA (OR (STAGG) as Bxa r/ SMP.NS AT A e'oc. 21'D.c. LOC.SM LOGnOH l WlT9•B'O.G• b'O.C.• CAM OR BEE I%Bll('0 o 0 AN FOR TPE LOCATIONS �n euc'o WBM.PEN PLAN \(EWW�2 STriAP2X BKG W/EN. BNEAA MAIERK MAY BE PARE= ® ® m ® ® B MTM Y +NOTE: SHUN? A SroJA ]-0 O.G BbTNLED ON oPPCSRE SIMP.C.C, TYPEAFFM SIDE OF SNO WALL C MSTOO S'-0' OC. 1 O.C. RFi00i ' 0.G O.G0.C. G O.G 0.G ALMOM SEC➢ON OOZE:BLKCOWTTmAT MULTIPLE B , O C a 24 1A' 12' IO C e' W POST PER PLAN TRUSSES 1 � U f— Z N J 0- _j \ �O O Ri!-� TRUSS TO WALL 1 g XX__X% BEAM T POST CON�JECTION 15 - SHEAR TRANSFER Q INTERIOR WALLS 1 1 TRUSS TO WALLDRAG "" O7T A EIfA&QAYT I T �1C. RUSS TO INTERIORWALL a QLL_ /Z (� .SCALE:NTS %X SCALE:J/4•.1'-0' SCALE:NTS SCALE: NTS DATE � I� o � These plans have Den reviewed for adherence to B o U (U W applicable codes and ordinance. Authorization IB hereby granted t Issue a building permit pending '-• "'•' � - � 3 .�Q approval by all appl able CRY agencies. f .'- ''•� I Q PII 0 2%MEMBER STUD OR WSEs-'E. y f J zR MEMBTIs W/ EN THE TOP CHORD �.. •• r E`•`•✓ �•'r+✓ AND BOTTOM cxoRD The Issuance or granting of a permit based on .K PLYWOOD sxrGS W f'o.G OaBLL M 8 owzapproval of ihes plans shall not be construed l0 MST LINE�K PRIME SRAR EI 2X MEMBER FLOOR,SNFAT '� permit or appro any violation of the applicable O MINUE FILM. a wTDNL m wTa TX TOP clNoao codes or ardlna ce. No permit presumed to give sHTD ugDER CALIF. SHEAR WAL BELOW FRAIfNO B7OECE LID BOTTOM CHORD PNMOINC PPLTXOONDL SNHOT�N =S1ES 1authorlly to violate or canoe)The provl SionjX0jHb8ll EN,0 FA - TIIS LINE PLWOOD EEBOWMAIL ndp%shall be v.li W/EN.O tee!e{'-0'OF STRAP ON WALL Fqqft SIRM N0OijM• M�' 6OC TO ORDEq PLYWD.SITYC AD CITEND STNP E.N. TRUSSUWM ALL BAYS W/PLYWD2X DOD( 4• %I(z eE AT 1'O.C.+/- /(41-J/e %3'1A05.LOP PLATE (MIN 20 NAgPpNkAx.1 o LN C. ,. CONTINUOUS 2%DBL TOP PIAiG RIu. �RY'2�pM OOG yC VALLEY PAD W/LYTi a—SEA PLAN O m IN AT EACH T11US5SNPBON m NO.EAS "" TS ate STRAr STIO OR POSLSeE a (Kp.9-3-07 x ' 9 * * (951) 273-0922 aZ.D EACH A II 2xa sat.�„y.or wAu (le)"" [ MAX.24'So.aOf: (2) (W)W11 1C SMHUND0. ✓ TRUSS MANUF.TO OPENING N SHTG U AT 4'O.C.+ DESIGN GIRDER FOR VFNBUTION.(MIN 20 IIALS / BEW OR CBL C(5)C91 1%e (S1)eER 1Y SHEAR LOAD BLOCK AD EN. SI'iEE NQ. S�P ELiYpE PL.W D MST e0 4%4 (2e)M". M Q yT� INDICATED ON PLANS KL EDGES. FOR E OF $ YI `- (AIIN.I.S00 LBSJ. XAl PER DNID SAYS REO'0. 4 IN HGM PER RAN "Mal CON-254 13 1 SD- R^ SHEAR TRANS. @TRUSS PERP to WA L DR DRAG DETAIL 1 6 � D HO D&ANN DETAIL 1 �^«� GUARDRAIL HANDRAIL TO DECK CON 8 TRUSS TO GIRDER 4 15 OF SHEETS 15 SCALE:NTA SCALE:NO SCALE SCALE 3/4'.1'-0 SCALE:NTS mlao4 SCALE: NTS .. Co..—D. SHIM UNDER CALIF FRAYING PLYWO.SNYC H. E.N. SHAPED 7X BL%'0 W/E.N.a tea'S CDNT.GX VALLEY e e•o.C.TO E.N. MNW/()S. a'B 1° AT GIRDER TRUSS— WAX.WAX.24•SO.OPN'0 IN SNT'0 FOR VEN1EATION EX BLR'0 OR BLOCK AND E.N.ALL EDGES LET-RI RAILER PER TRUSS MANVf.W/ muss tees a a'O.C. Snip wAu RUSS W/ EN M TO MR.pE P DESIGN GAIRRLAN E.N. DESIGN GIRD"TO RESIST NEAR LOAD INOIUT W O Z ON PLANS.CHIN.15W00 L85). E.N Q N(1 f-0� ALTERNATE CONDITION (n U (Y V) W W O RFr009 O r� �a �o R W° 1 1 A-XX g XX--XX 5 FRT-DD, STUBBED TRUSS TO GIRDER TRUSS '� w SCALE:NTS SCALE:N.T.S. Q(Y SCALE J/4'-1'-0• SCALE:N 3 SCALE:N/A PRppyyIIDE 2%Y[MBER X BETWEEN THE TGP CHORD _ W PLTW00D SNfb WITH r ING BETWEEN AND DOrOY EDGE CNDRO °o N 3 M Z IRLw L1 Z 0°D Y-0.Of STRAP ON THIS UNE FL" ES To RECD NE AND EXTEND STRAW UNDER ALL BAYS W/PLriVD - W W W Q M N ea AT 3'O.C.+/- E r Z l.J¢ (YIN 20 NAILS)) AZ-I U(-u„)W z X Z n 0, w x¢NQLD s WPsoN L7 Cste STRAP Z N W Z II N O d DR / U InWo v 0'/ B }�C AT 4.O.C. = BEAN OR DBL (YIN ED rWLS) TOP FL SEE PLAN JACK MLSS IN - pR0E1 90� nDn 18 -.� 14 `�� 1 X 6 AT_DDE 2 at RAG DETAIL SCALE:NTS SCALE:NTS o 3 SCALE:J/4'.1'-0• SCALE:N-S SCALE:NO SCALE z _J � Q _ o � o t%al°1PED BLN' - W/10a'e O 4'O.C. MUSS MEG.TD DESIGN TRUSS TO RESIST E.N HFAR LOAD INDICATED ON PLANS YIN.Iwo LBS). 9 W PROND LET-IN FOR c « SAC AIM FOR BUrG v UACK TR °R W1t'G 0 ALTERIaTNG LJ RX1G5-R-W/(e)—lea5 � M TD GIROER TRU55 OM CHORD.PRDADE W. tea F-- U7 END NNLS PER EACN TRUSS Z ¢N . ,ucX TD aXc O cW �O� RFTOOB G 0 U -(-A/ 1/7-' ^1 n 1I n'�1� F- Z _gW cJ RR-005 19 --X% t..J .i V f V U ,1 v L > Z 15 XXXX 11 XX 7 '�T°°' DUTCH GABLE CONNECTION 3 Q z �' SCALE:NTS _ SCALE:3/4'-t'-0' SCALE 3/4--1'-0- SCALE: N'S SCALE:J/4•.1'-0' •'�AL r�I r-I-f I1J y+"k APPROVED ,a. +": 1 i"" \ ¢ Q `' FORPERMITISSUANCE .o SCQTT FAZEKAS&ASSOCIATES,INC, .: Qp0PE93/pN BY DATE ti�P�PM oo/F-c� /A� These plans have been reviewed for adherance to the W G m Ly 8 ' Bppllcable codes and Ord lnance. Authorization le c Ra No.C065593 R m hereby granted to Issue a building Permit pending ERs.9.30-07 a FEsst approval by all applicable City agencies. The Issuance or granting of a permit based on rq IVI FDPa �� �G m approval or these plans shall not be construed to F No.C065593 m permit or approve any 1101,110"of the applloable _ s EXP.9.30.07 a Codes or ordinance. No permit presum-ed to give # # aulhOrity to violate or Cancel the provlalons of such ,. ,� INVESTMENTS codes°hall be valid. .-' 'OFI fWF�N� (951) 273-0922 1 ) I Ir SHEET NO. Q SD-2 1 8 ,( 15 OF SHEETS 15 /`�f SCALE:3/4 1'-0• SCALE:NO SCALE SCALE 3/4•-V-0• SCALE:NT$ iR1o04 SCALE: NTS ,J P:\CURRENT\ABC INVESTMENTS 10—SITE UNIT A REVISIONS BY LIVING AREA 1600 SQ. FT. BUILDING CODE BUILDING ZONE HIGH DENSITY PORCH 240 SQ. FT. LOT 14 CONSTRUCTION TYPE Al " BUILDING V-NR 1997 UNIFORM BUILDING CODE UNIT B BLOCK GARAGE V-NR 2000 UNIFORM MECHANICAL CODE LIVING AREA 750 SQ. FT. TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE GARAGES 934 SQ. FT. BUILDING R-3 2001 CALIFORNIA BUILDING CODE PAVEMENT AREA 2696 SQ. FT. MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE CITY LAKE ELSINORE 2001 CALIFORNIA PLUMBING CODE ` ISIT 1i 2002 NATIONAL ELECTRICAL CODE "; EFam, COUNTY RIVERSIDE NUMBER OF STORIES 2004 CALIFORNIA ELECTRICAL CODE " NET. SQ. FOOTAGE 9000 SQ. FT. BUILDING 2 2005 T-24 ENERGY RIG. STATE CA. GARAGE 1 GROSS SQ. FOOTAGE 9000 SQ. FT. A.P.N, 374-061-004 �U e oam 32 % LOT COVERAGE VICINITY MAP BUILDING SUMMARY LEGAL DESCRIPTION BUILDING ANALY515 z �N O z� F 4111WU.� U �Y Ha SHEET INDEX �4 VACANT LOT WR UGHT IRON FENCE 6'HEIGHT DECORATIVE RETURN WALL WOOD FENCE 6 HEIGTH PLACED INSIDE PROP.LINE TYP. 150.00 NEW DRIVEWAY pr d N PARKING I— 2QA5COVERED BY PAVEMENT OV PROPOSED RE57NGE TYPE GRAF57MAN c COST r y A PARKING 2 A y a I TITLE SHEET $ 517E PLAN 2 FLOOR PLAN UNIT A UNIT A Q - _ 5 FLOOR PLAN UNIT B z -A PROJEG WILL BE VACANT LOT 5-I FOUNDATION UNIT A B EZ s , N GONNEGTEDT tLi L-'N /r-HEIs N 1�Ig A 52B FRAMING UNIT 8 N Q{U Bu:1 W IU {� PACE " .D V 1 (V Ig q �� Kq 4 W 558 ROOF SEGGTION UNIT A,E, ADE O� LL Q / w v 0] � {U l0 1, � pN 4 ELEVATI ON5 UN 1 T A,8 cz y 5 ELEVATIONS UNIT A,B v u, H 1RANT „ A PAD a O W OUGHT IRON FENCE 6'HEIGHT 150.00 WOOD FENCE 6'HEIGTH & ELEGTR I GAL UN 1 T A,8 o DECORATIVE RETURN WALL PLACED IN51DE PROP.LINE TYP. - FD-I FOUNDATION DETAILS VACANT LOT v- r SD-I FRAMING DETAILS n 43 NOTES: SD-2 FRAMING DETAILS CONSTRUCTION COVERAGE 32% L-I LANDSCAPE FLAKY Gi ul z Q AREA COVERED $ EUR CLING D visic 4 � w � v z w 26% _ BY c�ngDivisi EAp�� COVERED BY LANDSCAPE 42% W I,- TRlb5 FABRICATION NOTES PIRen{ DIW{oB PAVEMENTe .. G. UL _-. ... A, SHOP DRAWING5 AND STRVCTURALCALCVLATIONS SHALL BE PREPARED BY THE FABRICATOR,SUBMITTED PROJECT WILL BE FOR APPROVAL TO THE ARCHITECTOR ENGINEER OF RECORD PRIOR TO BEING SUBMITTED FOR REVIEW ppp,pved By. Ll TO THE BUILDING OFFICIAL. CONNECTED TO SEWER T b B. THE STRUCTURAL DESIGN OF THETRVSSES SHALL INCLUDE ALL DEAD AND LIVE LOADS REQUIRED BY THE S I E I— L CAVFORNIA BUILDING CODE,INCLUDING FIRE SPRINKLER LOADS,HVAC EQUIPMENT LOADS ANDALL CHORD AXIAL IAAOSDVETO SEISMIC FORCES. L NO CURB,GUTTER,STREET LIGTHS. C, OROOF5I,EATF.Ih[00.FR AD.[IN fn N M B PF�_R EDUNDLTH APP� 3I�_I //C 1y WA u�� ' SCALE: 10'-O" �ja o Fn/ i� L01.�oltora5 vA—Plow( WATER/.SEWER .. _.-...-......_._ I. CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF WORK,FIELD VERIFY ALL REQUIRED CITY AND!AUNTY LICENSES SHALL BE ACQUIRED AND q. INTERIOR WALL AND 6E1.I116 FINISHES SHALL NOT EXCEED FLAME SPREAD THE CONT"CTOIR SHALL DE RESPONSIBLE FOR LOCATION OF SYSTEM 21 J A PROJECT CONDITIONS,INCLUDING THC DIMENSIONS AND UTILITY PAID FOR BY INDIVIDUAL TRADES. CLASSIFICATIONS DICTATED DY ALL APPLICABLE BUILDING LODES. HEAD$PL.UMDIN6 LINES,AND VALVES SO AS NOT TO BE IN CONFLICT DIDIB CHARY STREET LL EXISTING LOCATIONS AND UTILITY S sTa-Slas AL AGUIRRE & ASSOCIATES INC. lzcs. nsU WITH OTHER SYSTEM$OR THE INTERIOR DECOR,AND STILL DE LOCATED FIELD INFORMATION OF DISCREPANCIES SHALL BE RECORDED ON A ALL CONTRACTORS SMALL HAVE VALID CERTIFICATES OF WORKMANS 10.GYPSLM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT COMPENSATION ON FILE WITH THC APPROPIATC AGENCIES. ALL LOCAL 60VLRNINS BUILDING CODES AND ORDINANCES, AS GOVERNED BY FIRE SPRINKLER CODES AND SYSTEM EN6INEERIN6, ELSINORE WATER DISTRICT 166FF LAKESHORE DRIVE 2222 KANSAS AVE. SUITE D FOR PROJECT RECORD,COORDINATION,AND NEGE55ARY RESOLUTION II.ALL GLA55 AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW OF THE LAKE L WORE,CA.N26S0 PRIOR TO CONTINUING WITH WORK. S.CONTRACTOR SMALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF 00DE5 AS WELL AS THE U.S.CONSLN¢R FRODJCT SAFETY COMMISION, CONTRACTORS COORDINATION OF SYSTEM WITH THE VISION INTENT OF (451)614-2106 RIVERSIDE, CA 92507 CONTRACTOR SHALL VERIFY,AND DC E9PONSIBLE FOR,ALL WORK AND LOCAL WEALTH DEPARTMENT AND THE TEMPORARY AND FINAL SAPETY STANDARDS FOR AROHITCCTURAL GLAZING MATERIALS(41 PR THE PROJECT PRIOR To INSTALLATION. TEL. (951) 664-4222 O CERTIFICATES OF OOCUFANGY. 15516 TITLE NO.16,CHAPTER II,PART 1201). I5,FIRE SPRINKLERS SMALL BE AUTOMATIC TO PROVIDE 100%CAVER46I ( ) MATERIALS-INCLUDING THOSE FURNISHED DY SUBCONTR40TOR5. UTILITY GOMPANIl9 FAX: 951 684-4333 WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT 6. CONTRACTOR SHALL PROVIDE BODKINS FOR SUPPORT OF 12.PIPES,CONDUITS,OR DUCTS E%ORDINO ONE THIRD OP THE SLAB OR AND SHALL COMPLY WITH THE RECOMINDATIONS OF THE NATIONAL VCRIZON SCALE DRAWIN6S TO VETERANS ANY LOCATIONS.THE ARCHITECT ALL WALL,CEILING,AND PARTITION MOUNTED ITEMS SUCH AS MEMBER THICKNESS SMALL NOT BE PL.PGDD IN STRUCTURAL CONCRETE (600)468-4000 LIGHT FIXTURES,SHELVING,EOUIPMINT,AND TELEVISIONS. UNLESS SPECIFICALLY DETAILED. REFER TO MECHANICAL,ELECTRICAL, FIRM PROTECTION ASSOCIATION MPPAJ STANDARDS PAMPHLET NO.19 SHALL B!NOTIFIED OF ANY DISCREPANCIES,PRIOR TO CONTNUINS COORDINATE LOCATIONS AND RBOUIRCMENTS WITH THE M.UMBIN6,AND STRUCTURAL ORAWIN6S FOR LOCATION OF SLEEVED AND (LATEST EDITION)AND THE OWNER'S INSURANCE UNDCRWIRITER(S). WITH WORK PLUMBING,MGNANITION SAID 0 CAL DRAWINGS. THE 6A5 COMPANY THIS PLAN AND ANY ACCOMPANYING DOWMENT ARC THE WORK PRODUCT AND THE PROPERTY OF AGUIRRE 10— ORAYG7 OTHER ACLCSORIES. 16.EXTERIOR OFBNIN65 SHALL COMPLY WITH ALL SECURITY REQUIREMENTS (600)421-2200 s ASSOC.(HERB IN AFTER GALLED"THE COMPANY")AND MAY NOT BE USED,COPIED,OR REPRODUCED ROEERTO O ALL DIMENSIONS ON PLANS ARS TO CENTER LINO OF WALLS/COLUMNS, T. IT SHALL BE THE RESFONSABILITY OF THE CONTRACTOR TO LOCATE ALL 15,CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDINGS LL AND AS OUTLINED IN A LOCAL WILDING CODES AND ORDINANCES. WE WITHOUT THE WRITTEN PERMISSION OF THE COMPANY.THESE PLANS AND ANY ACCOMFANYIN6 AND PACE OF STUD fP.0.&)OR PACE OF MASONRY(10.M),UNLESS CASTING UTILITIES,PETER SHOWN HEROIN OR NOT,AND TO PROTECT RGCOMENDATIONS SET FORTH IN THE SOILS REPORT.THE ARZHITECT IT.ACCURATE AS-WILT DRAWIN65 SHALL 0e GENERATED BY CONTRACTOR (600)685-4555 DOCUMENTS OR PROPOSALS SHALL BE PAID FOR AS A WORK PRODUCT FOR A PRICE AGREED UPON. CHECKED NOTED OTHBRW159. THEM FROM DAMA6C.THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR ACCEPTS NO RESPONSABILITY FOR TH BACOURAOY OF THE FINDINGS IN DELIVERY OF THIS P LAN AND ANY ACCOMPANYING DOCUMENTSAl.TO THE OWNER OR HIS CONTRACTOR IS AGUIRRE THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY THE SOILS REPORT,NOR FOR THE FINAL RECOMMENDATIONS. DURING C-0N57RULTION AND WBMITTED TO OWNER WON COMPLETION CONDITIONED UPON THE ABOVE UNDERSTANDING AND ANY VIOLATION OP THIS CONDITION MAY Be 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL DAMAGED BY OPERATIONS IN CONJUNCTION WITH C'ROUfION OF WORK. OF FINAL FINCH LIST,BUT PRIOR TO REQUEST FOR FINAL PAYMENT. TELEVISION CABLE ENJOINED OWOR REDRESSED IN DAMAGES IN ANY COURT HAVING JURISDICTION OF THE SUBJECT MATTER. a'IE APPLICAILC WILDING CODES,THE AMERICANS WITH DISABILITIES ACT, AS WELL AS ALL OTHER LOCAL GOVERNING LODES AND ORDINANCES. 6.CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE NOTIFY THE SOILS BOINISM FOR INSTRUCTIONS PRIOR TO CONTINUING 10,ROOF OBSTRUCTIONS$UCH AS T15XVISIONS ANTENNA,50LAR PANEL$ COMCAST GABLE DIMENSIONS,MEASUREMENTS,AND LOCATION OF PRESENT OR PURPOSE FLIMBIN6,ELECTRICAL,AND II-�O-06 WITH ALL APPLICABLE WILDING CODE5. WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING AND GUY WIRES SHALL NOT BE LOCATED OR INSTALLED IN SUCH A Feb BIRCH STREET OTHER FACILITIES ARE ALL REPRESENTED ON THE DA51S OF THE BEST INFORMATION AVAILABLE AND SCALE 3. ALL ELECTRICAL,MECHANICAL,AND PLIMBIN6 WORK SMALL CONFORM GRADING OR FOUNDATION CONSTRUCTION, WAY AS TO PREVENT FIRE DEPARTMENT AC"-.OR EGRESS IN THE LAKE ELSINORE,CA.A2530 ARE SUSI TO VERIFICATION,PROPOSED OUTLETS AND PA41LITIES MAY BE S III TO CHANGES IN V•1010, TO THE REQUIREMENTS OF ALL LEGALLY OONTITUTED AUTHORITIES CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INGLUDIN6 SUIT NOT EVENT OF A FIRE. (SEE)255-515P PLANS,OR WORK TO 5E DONE,BEYOND COMPANY CONTROL.THE COMPANY MAKE NO REPRESENTATION HAVING JURISDICTION. LIMITED TO,SNORING,BRACCING,AND ALL OTHER SUPPORTS(INCLUDING 14.AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION N IS OMB JOB NO. COMPLETE'DESIGN-/VIED"RESPONSABILIN OF LONiRAGTOR.PRIOR A5 TO TIE AOIOUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH AFPLIGADLE CODES AND 4, THIS GENERAL WILDING PERMITS SHALL Be PAID FOR BY THE OWNER INTEGRITY OF THE WILDING. TO INSTALLATION,SUBMIT TO THE ARCHITECT FOR REVIEW,COMPLETE ORDINANCES. AND SECURED BY THE 6ENERAL CONTRACTOR, ALL OTHER REQUIRED FIRE SPRINKLER SYSTEM DRAMIN6S WITH APPROVAL$BY ALL ANNCIES SHEEP PERMITS SMALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR INGINBERING OF SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRUCTURAL SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL DEMOLITION AND CUTTING SHALL BE PERPORMED IN A MANNER AND BY METHODS WHICH ENSAIE ADAINST DAMAGE TO EXISTING WORK. shall mitigate any flooding and/or erosion downstream caused by development REVISIONS BY ENGINEERING DIVISION of the site and/or diversion of drainage. CITY OF LAKE ELSINORE 22.The applicant shall be required to remove and replace any fencing that is in CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERAL FLOODING effected neighboring property owners. If the existing fencing is in good PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community 42.All Public Works requirements shall be complied with as a condition of 64.Part of this lot is within the 100 year flood plane,the minimum finished grade Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. FAMILY RESIDENCE LOCATED AT 412 building permit. LANGSTAFF STREET(APN:374-061-005) 23.The applicant shall provide a flat concrete pad a minimum of Y-0"by T.0" FEES GENERAL CONDITIONS adjacent to the dwelling unit.The storage pad for trash barrels shall be 43.The applicant shall submit a"Will Serve" letter to the City Engineering concealed from public view. Division from the applicable water agency stating that water and sewer 65.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC arrangements have been made for this project and specify the technical data£or 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee 1.The applicant shall defend(with counsel acceptable to the City),indemnify,and 24.The applicant shall submit a check in the amount of$64.00 made payable to the the water service at the location.such es water oressure and volume etc is$359.00(Nichols Street SE. Dist.) and the current TUMF amount is hold harmless the City,its Official,Officers,Employees,and Agents from any County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. $9,693.00.The amount of fees shall be adjusted according to the fee schedule claim,action,or proceeding against the City,its Official,Officers,Employees, the Planning Division for processing within 48 hours of the projects approval. current at the time of payment. a or Agents to attach,set aside,void,or annul an approval co the City,its 44.Arrangements for relocation of utility company facilities(power poles,vaults, advisory agencies, appeal boards,bought legislative body ionpeming the 25.The a licant shall lace a weathe roof 3'x 3'si at the entrance to the etc. out of the roadwa or all shall be the res onsibilit of theproperty66.The applicant is to provide in-lieu payments for future off-site public commercial r overwhich action isdo within the time 99.3 and Public for pp P ) y responsibility p � P p project site identifying the approved days and hours of construction activity and owner or his agent. improvements prior m building permit.(Res.86-35)In-lieu payment shall be in California Government Code Sections ill promptly and/or obit the and Public a statement that complaints regarding the operation can be lodged with the City calculated by developers'engineer or architect and submitted for city engineers Resources Code Section 21167.ocThe City will promptly notify the Applicant of of Lake Elsinore Cote Enforcement Division(951)674-3124. 45.The applicant shall provide fire protection access and facilities as required in approval.The estimate shall be based on current cost of street improvements any such claim,action,or proceeding against the City end will cooperate fully from property line to centerline of the street within the property limits,plus a with the defense. If the he fails a promptly notify,tthe a Applicant of si such writing by Riverside County Fire. City p` P y PP y 26.The proposed second unit shall comply with all requirements and provisions of I S%added cost for engineering and construction administration. claim,or proceeding,the Applicant shad not,thereafter,be responsible to Chapter I7.17(Second Units)of the Lake Elsinore Municipal Code. 46.In accordance with the City's Franchise Agreement for waste disposal& defend,indemnify,or hold harmless the City. recycling,the applicant shall be required to contract with CR&R Inc. for STORMWATER/CLEANWATER PROTECTION PROGRAM 2. e PRIOR TO THE ISSUANCE OF BUILDING PERMITS removal and disposal of all waste material,debris,vegetation and other rubbish 67.The City of Lake Elsinore has adopted ordinances for storm water management date of the decision,unless appeal has been filed with the City Clerk's Office decision of the Planning Commission shall be final ten(10)days from the generated during cleaning,demolition,clear and grubbing or all other phases of pursuant to the provisions o accordance cordance with state and federal law,these local f Chapter 17.80 of the Lake Elsinore Municipal indicated on the construction plans.If the Applicant proposes to place any walls 27,All walls and/or fencing need to be located off the property line and so construction. and discharge control. [n storm water ordinances roo ac it the discharge of waste into storm drain system Code. and/or fencing on the property line he/she must submit a notarized agreement 47.All grading and street improvement plans submitted to engineering shall be or local surface waters. This includes non-storm water discharges containing between the subject property owner and the adjacent property owner to the drawn on 24"x 36"M lar and be set into City's specific border and title block oil,grease,detergents,trash,or other waste remains.Brochures of"Storm water I!III�II 'u 3. If the projectproposes an outdoor storage tank,the applicant shall locate the 1 P pertY 1 p y y I'4�III P 3 8 pp PlanningDepartment prior to issuance ofa building permit. and include city specific metal notes for radio or street improvements Pollution, What You Should Know" describing preventing measures are "`yyylll unit within the side or rear yards.If location must be within the front aid,the P g ty g grading p y respectively. Digital files the border and the notes are available b request available at City Hall. applicant shall provide a method of screening subject to the review and P re g y 28.Uni applicant shall provide assurance that all required fees to the Lake Elsinore to"agutiertez®lakeslsinore.org". PLEASE NOTE:The discharge of pollutants into street,gutters,storm drain approval of the Director of Community Development or his designee, Unified School District have been paid prior to issuance of building permits. 4.Minor Design Review approval of a STREET IMPROVEMENTS system,or waterways-without Regional Water Quality Control Board permit or attached o tasingle-familydwelling unit with a second unit located directly above the aa garages ages located at 412 Langstaff Street 29.The applicant shall pay perk-in-lieu fees in effect at the time prior to issuance of waver-is strictly prohibited by local ordinances and state and federal law. (APN:374-061-005)will lapse and become void one(I)year of the approval building permits. 48.The applicant shall construct all public works improvements from property line to one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT date unless building permit issued and construction commenced and the 30.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee section shall be 3"Asphalt Concrete over 5"Aggregate Base)and pavement project is diligently being pursued toward completion. 68.Water and sewer is available to the project.The applicant shall request a'will(MSHCP)Local Development Mitigation Fee(fee for density less than 8 dWac) transitions(2.5"AC over compacted native base)per approved street plans P .I PP� 9 ` 5.All Conditions of poor to obtaining building permits. (LEMC Titre 12).All plans shall be approved and signed by the City Engineer serve'letter for the service of water and sewer. to plans submitted to the Building and Safety Division for Plan Check.Approval shall be reproduced upon page one of building \\'IIIry41 prior to issuance ofbuilding permit(LEMC 16.34). 3I.Prior to the issuance of any building permit for the Project,the Developer shall COMMUNITY SERVICES DEPARTMENT enter into an agreement with the City and the Redevelopment Agency of the 49.A California Registered Civil Engineer shall prepare street and alley 6. Prior to issuance of any grading or building permits,the applicant shall sign and City of Lake Elsinore to provide(a)15%of the units constructed in the Project improvement plans and specifications.All improvements shall be designed and 69.The applicant/developer is to pay park fees$1,600 per unit(1 unit @$1,600 ki complete an"Acknowledgement of Conditions,"and shall return the executed as affordable housing units in accordance with the requirements of Section constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). original to the Community Development Department for inclusion in the case 33413(b)(2)of the Califomia Community Redevelopment Law(Health& City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show records. Safety Code Sectons 33000 et seq.),or(b)an alternative equivalent action as existing and future profiles at centerline of street, at top of curb and at 7,O.The applicant/developer is to comply with all NPDES storm water I 'ryryry'��' determined by the City which may include(without limitation)dedication of centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. "yl 1� 7.All materials and colors depicted on the plans and materials board shall be used vacant land,construction of affordable units on another site,or payment of an property limits on Langstaff Street centerline. \\\"'94 unless modified by the Applicant and approved by the Community in-lieu fee at the rate of$2.00 per square-foot of assessable space for each 71.The applicant/developer is to participate in the City-wide LLMD. Development Director or designee. dwelling unit in the Project.For purposes of this condition,"assessable space" 50.If the existing street improvements are to be modified,the existing street plans means all of the square-footage within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding 8. All site improvements shall be constructed as indicated on the approved site including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit.An encroachment permit will be required to do construction debris removal and recycling as per Section 8.32 of the Lake plan and elevations,with revisions as noted herein.The applicant shall meet all detached accessory structure,or similar area.The amount of the square-f xitage the work. Elsinore Municipal Code.required setbacks,and development standards pursuant to the High Density within the perimeter of a residential structure shall be calculated by the building \I (HD)zoning district of the Historic Elsinore Overlay District and Historic department of the City in accordance with the standard practice of the City in 51.All work done under an encroachment permit for off-site improvements of 73.The developer/applicant is to meet City, curb, gutter, and sidewalk Elsinore Architectural Design Standards.Any revisions to the Minor Design calculating structural perimeters. utility lines shall be delineated on the street improvement plans an rerared approved requirements. Review attached hereto shall be processed in a similar manner as the original Minor Design Review.All plans submitted for Building Division plan check and signed by the City Engineer prior to issuance of building permits. 32.The applicant shall pay all applicable Library Capital Improvement Fund fee, 74.The City's Landscape Architect is to review all landscape and/or irrigation shall conform to the submitted plans as modified by the Conditions of prior to the issuance ofa building permit. 52.The applicant shall pay all fees and meet requirements of an encroachment plans. Approval. permit issued by the Engineering Division for construction of oft-site public 33.Prior to the issuance of a building permit,the applicant shell revise the works improvements(LEMC12.08,Res.83.78).All fees and requirements for 9. All windows shall use foam surrounds and/or other architectural-type features construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. approved by the Community Development Director or designee. square-feet. IO.AII necessary exterior/ancillary equipment shall be effectively screened from 34.The applicantGRADING shall revise the revised landscape plan to indicate that all V public view.All proposed screening methods shall be reviewed and approved proposed trees will be a minimum of twenty-four inch(24")box in size,prior to 53.The developer shall obtain all necessary off-site easements for off-site grading the Community Developer Director or designee. the issuance ofa building permit. from the adjacent property owners prior to issuance of grading permit approval. 1 LAII roofing materials shall have a minimum Class"A"Fire rating,and so noted PRIOR TO THE ISSUANCE OF CERTIFI ATE OF OCCUPAN Y 54.The applicant shall apply and obtain a grading permit with appropriate security on the construction plans,prior to the issuance ofa building permit. (`1 prior to any grading activity. (,1� 12.The Applicant is to meet all applicable City Codes and Ordinances. 35.The Applicant shall plant twenty-four inch(24")box street trees along all street U1 �i frontages selected from the City Street Tree List,a maximum of thirty feet(30') 55.A grading plan stamped/signed by a California Registered Civil Engineer is 13.A cash bond of$1,000.00 shall be required for an construction trailers laced apart.Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the existing drainage flow pattern is substantially modified as determined by the Planning Commission Approved X 1Z Y P �l on the site and used during construction. Bonds will be released after removal Director or designee prior to issuance ofa Certificate of Occupancy. City Engineer.The grading plan shall show volumes of out and fill,adequate February 6,2007 contours and/or spot elevations of the existing ground as surveyed by a of trailers and restoration of the site to an acceptable state,subject to the 36.7be applicant shall provide an irrigation system for landscaped areas onsite as licensed surveyor or civil engineer.All contours shall extend to minimum of 15 O approval of the Community Development Director or designee. shown on the landscape plans.The irrigation system shall be fully installed and feet beyond property lines to indicate existing drainage pattern.The applicant operational prior to the issuance of a Certificate of Occupancy. shall apply and obtain a grading permit with appropriate security prior to Q 14.The Applicant shall comply with the City's Noise Ordinance.Construction grading permit issuance. .n activity shall be limited to the hours of 7:00 AM to 5:00 PM,Monday through 37.The Applicant shall provide a rain censor.The rain censor shall be installed r Friday,and no construction activity shall occur on Saturdays,Sundays or legal prior to the issuance ofa Certificate of Occupancy. 56.This property is within the Lake Elsinore specific boundary and therefore no O holidays. import of soil is allowed at elevations below 1264.00. 38.A11 exposed slopes in excess of three feet(3')in height shall have permanent lIl N ko IS.The Applicant shall comply with all requirements of the City's Grading irrigation system and erosion control vegetation installed,as approved by the 57.The applicant shall provide soils;geology and seismic report,as part of this III j Construction6" Ordinance. Construction generated dust and.erosion shall be mitigated in - City's Landscape Architect.A Planting and Irrigation Plan shall be submitted, report address the requirement of the Alquist-Priolo Earthquake Fault Zoning accordance with the provisions of Municipal Code,Chapter 15.72 and using approved and planted prior to the issuance of a Certificate of Occupancy.Fees Act.The applicant shall provide final soils report showing compliance with accepted control techniques.Interim erosion control measures shall be provided are required for review ofplans and inspections. recommendations. Q thirty(30)days after the sites rough grading,as approved by the City Engineer. 39.The building address shall be a minimum of four inches(4")high and shall be 59.The applicant shall provide erosion control measures as pan of their grading 16.Any exterior air conditioning or other mechanical equipment shall be ground easily visible from the public right-of--way.Care shall be taken to select colors mounted and screened so that they plan.The applicant shall contribute to protection of storm water quality and are not visible from neighboring propert y or and materials that contrast with building walls or trim.Installation of building meet the goals of the BMP in Supplement"A"in the Riverside County NPDES Y public streets.Air conditioning units and related equipment may not encroach address shall be done prior to the issuance ofa certificate of occupancy. more . Q then two-feet IT)into the required minimum side yard setback. Drainage Area Management Plan Z a11J 40.The applicant shall meet all Conditions of Approval prior to the issuance of a 59.All grading shall be done under the supervision of a geotechnical engineer and J N 17.Gamges shall be constructed to provide a minimum interior clear space of Certificate of Occupancy and release of utilities. he shall certify all slopes steeper than 2 to 1 for stability and proper erosion < y twenty feet(20')x twenty feet(20')for two(2)cars and so noted on the plans. control. 41.The applicant shall submit a written covenant to the Community Developer 18.The Applicant shall provide shrubs and plant materials as shown on the Department and signed by the record owner,which is to be recorded against the DRAINAGE landscape plan.Any changes to this plan shall be subject to the approval of the property,The written covenant shall require that at all times either the single- 60.A11 on-site drainage shall be conveyed to a public facility,accepted by adjacent Community Development Director or designee. The landscape plan family unit or the second unit be owner occupied and shall prohibit the rental of improvements and plantings shell be fully installed prior to issuance ofa both units at the same time.It shall further provide that the second unit shall not property owners by a notarized letter of drainage acceptance,or conveyed to a ---- Certificate of Occupancy. be sold,or titled thereto transferred,separate an apart from the entire parcel. drainage easement. The written restrictive covenant shall further require that the City be notified of ;t 19.Planting within fifteen feet(15')of ingress/egress points shall be no higher than sale or transfer of the property upon the close of escrow or prior to the effective 61.All natural drainage traversing the site shall be conveyed through the site,or a 36 inches. date of transfer if no escrow is used. shall be collected and conveyed by a method approved by the City Engineer. 0..Dnveways shall be constructed of concrete per Building and Safety Division 62.AI1 roof drains shall not be allowed to outlet directly through coring in the street MAWN standards. curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to ' 21.A11 walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities CHECKEDN.AOUIMM (36")in height with the exception that wrought-iron fences may be five feet(Y) 63.The applicant is to submit Hydrology and Hydraulic Reports for review and DATE in height.Chain link fences shall be prohibited. Fub n 6.2007 L^^Approved approval by City Engineer prior to issuance of grading permits.The developer Delos 8 February b,2007 Phoning Commission Approved Planning Commission Approved Febronry6.2007 I/4 1"-0' rebruuy b,2007 JOB NO. Q 3 SHEET 3� RENSIONS BY CITY OP L&M ELSINORE CITY OF LAKE ELSINORE CITY OF LAKE ELSINORE COW WWITY DEVELOPMENT DEPARTMENT COMMUNrTY DEVELOPMENT DEPA RTMEhM --- COMMLINITY DEVELOPMENT DEPARTMENT CONSTRUCTION MAN COMMENTS FOR A SFR(_a1412 LANGSTAFF ST. CONSTRUCTION PLAN COMMENTS FOR A SFR(a)413�AN STAFF ST. CON RUCTION PLAN COMME=9 FOR A SFR @ 412 IANGSTAFP$1. PAGE 2 OF 3 PAGE 30F1 PAGE OF 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect that the proposed second unit does not exceed$00 _ P P Po The Co refat nce dopment and pt-i eat has following the tents.THESE drawings associated Unified School District have been aid prior to issuance of building permits. square-feet(Please revise accordingly). with the shove tefesenc I project and pIs J ase following IT nI enn.PERMITS, ISSUES ST P P d BADDRESSED PRIOR TO THE ISSU N E OF B R IN•P MIT (Please provide assurances to the Planning Division that this condition has _ been met). 12.The applicant shall revise the revised landscape plan to indicate that all 1.All Conditions of Approval shall be reproduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check.(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building permit.(Please address this condition as well as revise accordingly). building permits.(Please provide assurances to the Planning Division that this providing a landscape plan that was approved by the Planning Commission). condition has been met). 2.Prior to issuance of any grading or building permits,the applicant shall sign and 13.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditions,"and shall return the executed 8.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and signed by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) property.The written covenant shall require that at all times either the single- records.(This was submitted and signed by a Mr.Steve Beyler.However,Mr. prior to obtaining building permits.(Please provide assurances to the Planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as the applicant or property or owner within the project Division that this condition has been met). both units at the some time.It shall further provide that the second unit shall not file.The applicant or property owner needs to sign or Mr.Beyler needs to be sold,or titled thereto transferred,separate an apart from the entire parcel. provide written documentation that he empowered to sign or is the current 9. Prior to the issuance of any building permit for the Project,Developer shall The written restrictive covenant shall further require that the City be notified of enter into an agreement with the Cityand the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective property owner). City of Lake Elsinore to provide(a)5%of the units constructed In the Project date of transfer if no escrow is used.(Please be advised that the above 3. All roofing material shall have a minimum Class"A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Occupancy). on the construction plans,prior to the issuance of a building permit.(Please 33413(b)(2)of the California Community Redevelopment Law(Health& revise accordingly). Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as 14.For the proposed project located at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a'Bungalow"style architecture and not a"Craftsman" 4.A cash bond of$1,000.00 shall be required for any construction trailers placed vacant land,construction of affordable units on another site,or payment of an in style architecture.(Please revise the proposed project to match what was on the site and used during construction, Bonds will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Commission). of trailers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project.For purposes of this condition,"assessable space" I' approval of the Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 15.Please attach the Planning Commission approved pre-liminary grading and N, this item if you will be utilizing a construction trailer.if you will not be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. II\ a construction Mailer,please disregard this condition). detached accessory structure,or similar area.The amount of the square footage within the perimeter of a residential structure shall be calculated by the building If you ewe say questions of eotn re rats please do not hesitate to contact me at(951)674.3t24 est. o department z9sor au'<• lake.el.�""Mes„, 5.All walls and/or fencing need to be located off the property line and so P City in accordance with the standard practice of the City in indicated on the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to the Planning R and/or fencing on the property line he/she must submit a notarized agreement Division) between the subject property owner and the adjacent property owner to the Planning Department prior to issuance of a building permit.(Please address 10.The applicant shall pay all applicable Library Capital Improvement Fund fee, Aasoc ..0 niute Planner accordingly), prior to the issuance of a building permit.(Please provide assurance to the Planning Division that this has been met). I(.Prior to the issuance of a building permit,the applicant shall revise the W V z n w v I„ Q �- r- N +tt > W UJ Z w � - Q Z w Q � zYLn � Cl cr n Ca n DRN04 8 s e CHECKED N.I.aUllaraL DATE OD-DIO! SCALE S JOB NO. SHEET G 8 F IGURRENTI,4BG/NYE.STMENT(GD REVISIONS BY FLOOR FLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER 5TRIPPED 2.WALL INSULATION SHALL BE R-15 3.ROOF INSULATION SHALL BE R-30 4.UNDER FLOOR INSULATION SHALL BE R-19 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL BE 6FI. OUT 51DE RECEPTACLES SHALL BE WEATHER PROOF. 6.LAMPS USED IN LUMINARIES FOR 6ENERAL L16HTIN6 IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LE55 THAN 40 LUMENS PER WATT T.ALL WINDOWS SHALL BE DUAL PANE 40'-O" 6.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. 1. 20'-I I" 9.PROVIDE 30"X 22"ATTIC ACCESS IO.FANS SHALL HAVE 5 AIR CHANGES PER HOUR 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING AT THIS LOCATION 9'-5" It 4'-0" -4" 4'-I" 5'-10" 10'-6" 4'-T° 12.PROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER 15.ROOF ATTIC HEATING OR A.G.EOUIPMENT ON BEARING WALLS OR BEAMS. (� P') FOR TRUSSED ROOFS,DOUBLE TRUSSES. 60 ALSL 03 AL5L 404 ALSL 6065 ALL 6LDR 14. OVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR H05E 5155. 15.6LAZIN6 IN THE FOLLOWIN6 LOCATIONS SHOULD BE OF SAFETY GLAZING 6 MATERIAL IN AGORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): 0).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED F.•4M/L)• - ED6E OF THE 6LAZIN6 15 WITHIN A 24-INCH ARC,OF EITHER VERTICAL ED6E OF .(� THE DOOR IN A CLOSED P051TION AND WHERE THE BOTTOM EXPOSED EDGE OF .(� .6A7?/ (" �8 VAULTED THE 6LAZIN6 15 LE55 THAN 60 INCHES ABOVE THE WALKING SURFACE. WINDOW ADJACENT TO DOOR AT KITCHEN. 16."ATTIC,VENTILATION OPENIN65 SHALL BE COVERED WITH WRROSION-RE515TANT METAL MESH WITH MESH OPENIN65 OF 1/4-INCH IN DIMENSION."5ECTION MOSS. ca] IT"THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BY Ai - THE NATIONAL FENESTRATION RATING COUNCIL(NFRC)AND SHOWING COMPLIANCE O `fl WITH THE ENERGY CALCULATIONS." y R' A4�OK NOTE: M.BEDROOM VAULTED Q ALL NEW GLAZING WILL BE INSTALLED vnuLTm ry ITH A U VALVE.rERT YABEL ATTACD HE S PANT. NOTE: I� "APPROVAL OF THESE PLANS BY THE BUILDIN6 DEPARTMENT DOES NOT INCLUDE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE 5HOWN OR REQUIRED. K/TGHEN , SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." tu DOORS AND PANELS OF 5HOWSR AND BATHTUB ENCLOSURES 6TO�OIR ��1a1 Q SHOULD Be FULLY TEMPERED,LAMINATED SAFETY 6LA55 6p OR APPROVED PLASTIC. a NQ R"E r 4 MAX. FLUSH VOLUMES g CJ ON PINSR AV g AND FLOW RATES �M 1 WATER CLOSETS: 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) J VAULTED -T" ,p N o 22% SHOWER HEADS 2.5 GURINALS 0 ALLON5 PER MINUTE y ONS PER FLUSH A.A. api FAUCETS: 2.2 GALLONS PER MINUTE(51NKS AND LAYS) QI R! ■ NOTE: \J D/NINIO L NO SLIP JOINT CONNECTIONS N 4"IP TO VENT ROOF VAULTED 2. USE COPPER FOR WATER PIPINS 2° irl MV BACKDRAFT DAMPERS 5. A65 PIPE FOR DRAINAGE,WATTE AND VENT PIPING V 6 4. PROVIDE CLEANOUT AT GRADE NEAR CONNECTION Ift OF BUILDIN6 SEWER AND BUILDIN6 DRAIN. JJ 2° 5. PROVIDE 2 SQ.IN.PER 1000 BTU/H M N MINIMUM FREE AREA OF RETURN AIR DUCTS N GL N_ OR OPPENIN65. N p 6. CONTROL VALVE FOR SHOWER OR TUB-SHOVER SHALL BE t}' O 'LF b a VALVE PRESSURE BALANCE OR THERMOSTATIC MIXING, �1 Ifl 7U BEORGYJM L/1//rS45 dJ E. VAULTED VAULTED (^\� r VAULTED 6 O � � `) 1 € c v�^' 5 VENT TO OVT5IDE 404rSEISMIC STRAP ?4, 404 AL5L 604 AL5L SL (T PIB_8 4--4" € Q (� FIN.FLR. (V `S MASE PLATFORM 1w PORCH ENcI LE nN� o Zrd Q Q W WATER HEATER ^ ten/ T THIS EXT.OF BUILDINC, - 11-1 Q FP"OESTRAP AST 0 TOP OFTAW OHS STEP AT I/9 OF Q Z W L I/1"DIN'ETER EMT PIPE5 SHALL BE UF®FOR TIE SiW T. �J z WATER HEATER STRAP DETAIL Q cV w 151 GALLON WATER HEATER ry I HR. RATING .&-I MIN. Ct] tV PER UBG TABLE 5.1 PROPOSED SQUARE FOOTAGE LIVING AREA = 1600 Sq,ft O PORCH = 240 sq,ft N TABLE 54 DMWN NOTE: GRAND TOTAL 1840 50 FT Roagmw oyco NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 3 TO 3.5 ON THE BVILDIN6 PLANS ALL OF THE MANDATORY ENERGY AL ABUIMW CONSERVATION DATE NUMBER OF BEDROOMS 2 3 2 3 4 5 3 E40 REQUIREMENTS AS LISTED ON THE 11�06 5Eac "MANDATORY MEASURES SME CHECKLIST'. II Po, FIRST HOUR RATING 6ALLON5 42 54 54 54 6"1 6-7 80 6-f 80 ,w9 Ho. FLOOR FLAN UNIT "All SHE, 5GALE:1/4" = I'-O" J� 2 P icl�e�.vr�ac in�vEsr.�ivnco REVISIONS BY 6'-3" 2'-4" 101-4" 5'-10" 2'-8"lit 5,_II" 4,_T„ U_g„ 2AL IN 21d Q 6 SINK I .......... I WIG. KITCHEN I BA. I9pO�,R� 18'-O"GL6.I fl " 5"VIA.X 56"HIGH STEEL PIPE " - b'-O"GL6. I F-18 RONf TUB) T' EMBEDDED INTO GONG.ON A O d '-O'G 6. bs RANSC VV 8'-O"GLb 5141 �/\� 12"SO.X 46"OP.CONC,PAD m ELO 0 l WH."I O �E- rIGOD A I 26 I �, ��Ji HEATIN6 AND COOLING EQUIPMENT IN A (2l6° 6ARASE AND WHICH GENERATES A GLOW PANTRY /H I 4..0 VENT T.W/ SPARK OR FLAME SHALL BE INSTALLED 2-CAR GARAGE I-CAR GARAGE AT LEAST IW ABOVE THE FLOOR LEVEL. vAMPKER FT F W PROVIDE A WATER HEATER BLANKET. GARAGE B' GARAGE "Gn b'-O"GL6. WHEN EF IS BELOW 030 AN R-12 W-O"GLb, EXTERNAL BLANKET IS REQUIRED P/T n 0 RELIEF VALVE TO TERMINATE OUTSIDE OF T O " D 6ARAGE N 4 I-GAR GARAGE _ .n GARAGE "A" LIVING RM. �`� BEDRM. I " V I tL 2,_4„ 8,-0„GLb. � _. _._._.. � � _ _ _. b'_O„GL6. � 1� -- -- _ _..l - ,,11 2 LAYERS 5/6"TYP% 2 LAYERS 5/114;rl AHW GYP BRD TO ROOF IV SHEATHING BET BEDRM. 29HEATMIN6 BETWEEN GARAGE/LIV z BIHE/.T NI 6 B�ETNIEEN�F &ARASE/LIVING AREA _ GARAGE 1 LIVING AREA I 8'-O"GL6. -m Q 16010 SAKI GE DOOR &0'70&ARA&E DOOR JE. "- Ioo-ro GA AGE DOOR _ . 50 ALSL 5040 ALSL 4'-3" 11 -6" 5050 ALSL h���J(4��DEtAII S NUV4 ~ lu 12,_6„ 2O,_q„ 10,_4„ ow h•-?J '1'-O" 18„ 4'_2„ 4'_b„ 4,$" 18„ -A FIRST FLOOR PLAN UNIT IIB II SECOND FLOOR PLAN UNIT IIB II FLOOR PLAN NOTES Z I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-13 CV 3.ROOF INSULATION SHALL BE R-50 T/AE3LE f--7 ` `�-I 4.UNDER FLOOR INSULATION SHALL BE R-19 NOTE: _ L BE bFl. OUT SIDE RE CEPTACLES SHALL BE WEATHER PROOF. 5.ALL RECEPTACLES KITCHEN AND 6 I. NO SLIP JOINT CONNECTIONS NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 5 TO 5.5 6.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN 2. USE COPPER FOR WATER PIPING AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 4. ABS PIPE FOR DRAINAGE,WASTE AND VENT PIPING PROVIDE N&BE R AT GRADE NEAR CONNECTION -� 40 LUMENS PER WATT OF BUILDING SEWER AND BUILDING DRAIN. NUMBER OF BEDROOMS I 2 3 2 5 4 5 �✓ 4' S b - T.ALL IN SHALL BE DUAL PANE 5. PROVIDE 2 SQ.IN.PER 1000 BTU/H M v L" 8.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE MINIMUM FREE AREA OF RETURN AIR DUCTS 42 54 54 54 b"I bR 80 b'7 80 80 80 O SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. OR OPPENIN65. FIRST HOUR RATING, GALL ONS 9.PROVIDE 30"X 22"ATTIC ACCESS 6. CONTROL VALVE FOR SHOWER OR TUB-SHOVER SHALL BE Q IO.FAN5 SHALL HAVE 5 AIR CHANGES PER HOUR OF THE PRE55URE BALANCE OR THERMOSTATIC MIXING 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILING AT THIS LOCATION VALVE TYPE' 19 12.PROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER ISAOOF ATTIC HEATING OR A.G.EQUIPMENT ON BEARING WALL5 OR BEAMS, FOR TRUSSED ROOFS,DOUBLE TRU55ES. a to O 14.PROVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR S HOGE BIB5. W y 15.6LAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZIN6 S MATERIAL IN ACORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): VENT TO �' 4'-O" Q),FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED OVl51DE AIR EDGE OF THE&LAZING 15 WITHIN A 24-INCH ARC,OF EITHER VERTICAL EDGE OF 2'2"xI6eA t 2%6 GAP 1 RAIL LE°A THAN 4"(TTJ n/ N U THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF SEISMIC STRAP SqIU CEILING 11�V w THE BLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING,SURFACE. Cs WOOD RAILING 4-1 zLU WINDOW ADJACENT TO DOOR AT KITCHEN. Ib."ATTIC,VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RE515TANT PI FLR. 2X2 VERTIGPLB 2 y Z aL Q METAL MESH WITH MESH OPENINGS OF 114-INCH IN DIMENSION."SECTION 1505.5. /RAGE PLATFpRM 6UA RAIL ^1ri IT."THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTINED BY SHALL R 4x4 POST pT 4x4 POST " W THE NATIONAL FENESTRATION RATING COUNCIL(NFRG)AND SHOWIN&COMPLIANCE ervct LE ANCHOREv �'' ,p 4 J N ' WITH THE ENERGY CALCULATIONS." HA.�HEATER �Ss T 4 4x4 POST ill N �I NOTE: RIM JOISTS T 1 P VALVE SHALL TERMINATE AT THE EXT.OF BUILDING. F ALL NEW GLAZING WILL BE INSTALLED PROVIDE ONE STRAP AT 1/5 TOP OF TANK ONE STEP AT 18 OF !W TIc FLY M. WITH A GERTIFYINb LABEL ATTACHED BOTTOM TAW 2X6 GAP 1 RAIL V2'DIAMETER EMT PIPS SHALL BE USED FOR THE STRUT. Z 5HOYJIN6 THE U VALVE. f Z 2z8 FJ.G 16'OZ. �Ay NOTE: WATER HEATER STRAP DETAIL � 2,12 TREADS(TRET'D) SOUARE r00T/ \GE "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE 2X2 vERncALs �146" 6"I GALLON WATER HEATER MIN.9T VNGBR APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. %"MIN. MIN.S SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED." I HR. RATING .6'7 MIN. PLY.TREADS MAx 6^R15E - 1 RISERS Ui'PER LEVEL '750 50 FT COOKS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES PER UBG TABLE S.I 4X4 POST LEyy THAN ' MIN.2x6 DECKING FLOOR SHOULD BE FULLY TEMPERED,LAMINATED SAFETY SLAGS 1 2-B/6"M.B. MIN.A"RUN GARAGE "A" = 502 50 FT auwN OR APPROVED PLASTIC. RIM JOISTS DECK JOISTS GARAGE "B" = 42OI SQ FT NOBOM 0. CHECMID 2112"DIA.MACHINE GARAGE "G" 211 50 FT 4 NOTE: ' MAX. FLUSH VOLUMES BOLTS 1 WASHERS AND FLOW RA7E5 ON THE BUILDING,PLANS ALL OF THE AT EACH POST GUARDRAIL DETAILS 11-30- MANDATORY ENERGY SrALE WATER 01-0511 1.6 GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) CONSERVATION TOTAL 50. FT. = ,bcZ 50 FT VI.-1.,. URINALS: 1.0 GALLONS PER FLUSH REQUIREMENTS A5 LISTED ON THE JOB N0 SHOWER HEAI25 2.5 GALLONS PER MINUTE "MANDATORY MEASURES FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAYS) CHECKLIST W T C 3 P IGURRENTI,4BG/NYESTMENTIGO REVISIONS BY "EAGLE ROOFIN6 DECORATED GABLE TREATMENT CLAS #56545K N55 CANYON BLEND CLASS "A"EAGLE ROOFING TILE ROOFING W 30# #5634 KIN55 CANYON BLEND I050#-4660 TILE ROOF W/30#-PELT W I5/52"GDX PLYV�.5HEATHIN ICBO#-4660 ® W 15/32"GDX PLYWD.SHEATHING _.._ it IT - - N HIT TOP PLATES11 IT 11 111111 111111 11111 111111 TRIM WHI rE WROUGHT IRON FENCE 6'HEIG I� COLOR BLACK __ COO BIRO R N FENCE 6'HEI6TH III 11 N F DOR11 FIN.GRADE COLOR PADRE BROWN DRIVEWAY TRIM,GOLUMNS WOOD SIDING SHADES OP RED BROWN COLOR WHITE COLOR PALE RAY5(LIGTH YELLOW) RONT SCALE : N N V1 � t DECORATED GABLE D TREATMENT t WOOD SIDING -� GLA55 "A"EAGLE ROOFING COLOR PALE RAYS(LIOTH YELLOW) #5654 KIN65 CANYON BLEND TILE ROOFING YV 30# IGBO#-4660 CLASS "A"EA5LE ROOFIN5 I5/52"GDX PLYWD.5HEATHI #5654 KIN55 CANYON BLEND O Q 12 TILE ROOF W/50#-FELT 5� IGBO#-4660 (� -- 2 W 15/52"GDX PLYWD.5HEATHIN6 5 V I TOP PLATES ..... W w ....... Q 4 jL/ Qzw COLOR PADRE BROWN Z �L ry Q N 111 FIN.FLR. m ry TOP PLATES _ E WR COLOR BLACK E b'H ISTH .. _____ WROUGHT IRON FENCE 6'HEISTH �] TRIM WHIT COLOR BLACK Q FIN.GRADE TRI M,COLUMN5 DRIVEWAY z COLOR PADRE BROWN COLOR WHITE FMBERM o. g COTTAGE WINDOW TRIM,COLUMNS �E�D AWRRE COLOR WHITE VAn MTE SCALE : I/4"=1'-O" sME Ile_I,-w NT SHMT (� 4 /?1CMWV714k%�,A41F577irV7749 REVISIONS BY GLA55 "A"EAGLE ROOFING DECORATED GABLE D TREATMENT #5634 KING5 CANYON BLEND TILE ROOFINS W/30# ICBO#-4660 W I5/32"COX PLYWD.5HEATNI DECORATED SABLE END TREATMENT TOP PLATES GLA55 "A" EAGLE ROOFING _ - - - #5634 KINGS CANYON BLEND MLLJ TRIM WHITE #GLA55 "A"EAGLE ROOFING TILE ROOF W/30#-FELT 5634 KING5 CANYON BLENDTILE ROOFING W/SO* GBO#-4660 COTTAGE WINDOW IGBO#-4660 W 15/52 GDX PLYWD.SHEAT IN W 15/32"GDX PLYWD.5HEATHIN Q PN A - LIGHT EIGHT --- RAILIN - - FIN.FLR. 01 OP PLATES � TOP PLATES 6 -- — - ---- __ ---- - - -- _ TRIM PIHITE Q U�-v Q Z ................... ....... . FIN.GRADE FIN.GRADE - (n V 1 i TRIM,COLUMN5 S GARAGE DOORS WOOD FENCE 6'HEIGTH BRICK W0RK20 'I f COLOR WHITE BRICK WORK AROUND PROPERTY WOOD SIDING SHADES OF RED BROWNI a - o SHADES OF RED BROWN COLOR PALE RAYS(LIGTH YELLOW) COTTAGE WINDOW TRIM,COLUMN5 COLOR WHITE SCALE ; I/4"=1'-O" GLASS "A"EAGLE ROOFING #5634 KIN65 CANYON BLEND TILE ROOFINS W/SO# W IS/32"GDX PLYWD.SHEATHI DECORATED GABLE TREATMENT III HIT Ill 11 11 `1 z ry .n N 5634 K NCASS "A"GSAGANYONOBLEND vl N TILE ROOF W/50#-FELT T'I GBO#-4660 GLA55"A"EAGLE ROOFING - W 15/52"GDX PLYWD.5HEATHIN ® #5654 KINGS CANYON BLEND — d3 TRIM WHITE TILE ROOFINS W/500 W 15/52"COX PLYWD.SHEATHI ....._. (O� � LIGHT IGHT V I W TOP PLATES RAILIN 5 1-- O W o — _ WHI W Q - Q W Q CV W BRICK WORK i SHADES OF REDIm OWN TRIM,COLUMN5 m N BRICK WORK COLOR WHITE WOOD FENCE 6'HEIGTH TRIM,GO UM SDOW AROUND PROPERTY COLOR\NOOD PALERAY5(LIGTH YELLOW) WOOD SIDING SHADES OF RED BROWN NIS COLOR PALE RAYS(LIGTH YELLOW) COLOR WHITE / 7HT SCALE : 1/4"=1'-O" DRAWN CHECKED AL AWRW DATE 11-20-M SG1E JOB N0. SNFFT �� 5 P.•IGJ7REN-t4QG/M/FSTMEV77GD REIASIONS BY p 6FI OF &FI 6FI SELF CLOSIN& \ SOLID GORE \ rTn Au wTuevwrRne rosan yda/T IB/S"DOOR.IHR /� ��) sw AhlDIDlfafm IRE PROTECTED ` cnrwr•wran, TIGHT FITTING _ 5/6"GYP.BD.TYPE"x^ I APROx of THE r \ I 50ARD TO ROOF SHEATHING OW \ \ 6FI 5/8"bYP.BD.TYPE"X" (I HOUR) m FIxTURESTO Be -� __` \\ BOARD TO ROOF SHE \ HIbH EFFICAcr �6YP`BD.TYPE"X" (1 HOUR) BETWEEN bAR. BOA D T ROOF SHEATHINb 6 LIVING AREA BETWEEN GAR. /tweB.m m.wA.F ov>s n»»r.�sp,er \ (I HWR) GFI 6 LIVING AREA GFI GF1 ALL WALLS 6 GEILIN6 6FI 6FILINTTs AREA ALL WALLS t GEILIN6 / I mvaas Lnxrro:cavnac® / ALL',MALLS 6 GEILIN6 / I b E LIGHTS TO BE bARA6E LIbN 5 TO 8E I I LL / �\— GON LLED DY CANTROLLED� e W ❑ p � MANU LY-CN SENSOR MANUALLY-ON SENSOR GARAGE LIbHTS TO BE q —/ I tMwALLY-oNB5EN5oR � mF�wct�M ua�rroer ccmrtYmm // \ / � �� iY• / I / ase caaecnx ` aae a�aeq DI! ----_ i erat etzrra�+r GFI / 6FI 6FI I 6FI AMP 0 �/I' or uPn rlsH.eTs o«a ' 6FI I 1f I / r,�411; I-U -LZ�p.. cnvAsr gr I I / C I , ' av 6r wafe PAD, ir ❑ 1-77777,77 ❑ ❑ O __ o �\ imw+taslnroscwmrtmm V DPa• ❑ �/ _ ❑ _ _ �' ' _ El BA'ryl ROOM LIGHTS T HA � OLOUPANT GEN��R N CCC R _ • 4 ` '' __—_----_— )M V.tG1YGW GOX NVONJLOMK./'M.• \ C ROOMLIbM TO AVE A ��� �« GUPANT CENSOR NtL 27'XBO" LLY-AfL 1Rp IYVF/Q,IfET/11'nl]!' / u O cP 1I!AC LOM�?GR LWSA11LTi x•x.as•cpe.a•F,new..us ® /�D. ® z FIRST FLOOR ELECTRICAL PLAN UNIT "B" R SD. ❑ -A ® RGw+u•m fpscwnlaxmm r•°A .o• na,.uc.L aecaRec, cro,+r ez cOlmvcmm $.D. "m•�� 1 ■� °/MBt aw I v GON✓EN/E�� nx ea.RRi rµ +� Au.aeMrN cnacv»nNrlcPFl. a V aNUE PruelE c+,•xArr,eNefeLRr�Iaver z OUTLETa.rr�� tIIY�ANAa -HIGH EFFIGANGY LUMINARIES MUST Be PIN BASED mNmau FAur arrwar nnEanee Ltu Q I �i«� Au rcw-Ncnms»ne•rxnn.r la Var. N� aae»,ror.um,+enacw ua» •GENERAL LIGHTING FIXTURES IN BATHROOM AND KITCHEN SHALL HAVE �� n �� mel�uu ee nto2c2Dm.w Arc a / �•a�M�/,bu»nur.sFFcr,a up.r Q C GON✓EN/ENGE Nh, i �++c la,•.ro,w�srAuc LAMPS WITH A EFFIGANCY OF AT LEAST 40 LUMEN PER WATT. R»� � cnaiar ATn+,P,e+ ainns,Rs�IN(M'B.LMf�yTy h \ TVGR Pf�NE� I� rj N 06 wcrxrieHrrosccnrRacmm amrcaM, ACL ar cRors ma m,wwec •DOOR5 AND PAIELE,OF SHOWER AND BATHTUB ENCLOSURES T tie.re�cwr,w®a.F�se Q•t ® SHOULD BE FULLY TEMPERED,LAMINATED SAFETY bLA55 6 GAB/NET q� OR APPROVED PLASTIC. 30" accu lar _— ❑ d' �I TE +SUITABLE.FOR WET LOCATIONS iNO VALE VAPOR PROOF TYP/G.4L /N5l4LL,4T/ONHE/6H15 m ELEGTRI GAL PLAN UNIT A .01 SMOKE DETECTOR5 ARE REQUIRED M Z -ON THE GEILIN6 OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR IOAU IN ATTIC DETAIL — (y OR AREA 51VING ACCE55 TO ROOMS USED FOR SLLEPIN6 PURPOSES. ATTIC AOGES OPPENINb SHALL BE SIZED FOR THE REMOVAL OF THE LARAEBT PIECE OF EQUIPMENT. -IN ROOM IF ROOM HEIGHT IS 24"OR HIGHER THAN THAT OF CORRIDOR. V 1 -ON THE GEILIN6 DIRECTLY ABOVE THE 5TAIRWAY WHERE SLLEPIN6 ROOMS ARE ON AN UPPER LEVEL. -IN THE BASEMENT AND ON EACH STORY. -IN EACH SLEEPING ROOM. S//%LrY/LSLE6ENO •� -IN NEW CONSTRUCTION,SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACK-UP.SMOKE Gam/ ,/// A �G -\ DETECTORS FOR EXISTING MAY BE BATTERY OPERATED. L/G7/7T/N6�XH/7T(/ST�iTNS �jEj,� O U) Q-o-Q fY4CL d.(2"A'T..Idr/z'�5'TF/.17Is� � /�YCRIY "GYiIlET-/NGYi.`I' `^ V I is ELECTRICAL NOTES ID Lu T- p I. ALL WORK SHALL COMPLY BY THE CURRENT N.E.G. __.. .r..... ... ..... I e ❑ 2. MAIN SERVICE SHALL BE 200 AMP.PANEL N ,5 �I (,, `� '�' /rllSC£2'SIKL/6�T'gX7L G�Glf34YrG P .0m 1XJVG m,7 S. INSTALL LIFER BAR lu � 4. ALL WIRING SHALL BE ROMEX TYPE U-I / Ircwr•,r rc«sv 1 �O• I -��`' Lgrn'�' ���� $ F,VLr/NTP/�gflEYq//1E7 5. ALL RECEPTACLES IN KITCHEN,BATH,AND GARAGE 11 1 z TH ROOM LI_T5 O HAVE aJS ANT CENSOR S`DLiTfTXTC.H` SHALL BE 6F LL.1 I.OUTSIDE RECEPTACLES SHALL BE \ Q Q �_� a•R 1E54 F,tPr/A PIED WEATHER PROOF ui V - \ " ,g4�s9Jga„ ?L,(SS'T/3,Y7lyg� RiYEYGG2ETAThPGn'TA�,HcAP 6 LAMPS USED IN LUMINARIES FOR GENERAL LI&HTIN6 W Q \ m.w A+�rovm I onrwr• tR ' IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY Lu 1 -F- .�C3.SDR'd [�?L.L55?f/X7lRE Lw AeD/ T.S7'CLR/N/wGWTlS'rL,P.m 5'2 OF NOT LESS THAN 40 LUMENS PER WATT. z (� \ I I 1. ATTIC FAUI SHALL HAVE LIGHT AND SWITCH \\ // ° T—C fZR�Ya'i?L/ES?F/X1lRE GL/M�fTEGOrt�TROL (IF LOCATION 15 CHANGED) Z Y \ �_i Au.wrr�eursr»roeEePi 2 H. ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS (] N 6 AFROX q OF THE S.D. zwturamm 7.7OVG6PClAl fi:DPAG�P BACK UP AND I SMOKE DETECTORS TECTOD HARD WIRE W/BATTERY \ SHALL HAVE 0 PI%TNlE5T0 BE � B.D. INbH EFFICAcr _._ _�� rArrw Rnaam q/7TOC&LL,GSiTFLIJC,@` �y -1. PROVIDE 50"x22"ATTIC,ACCESS 1 (V 10. FANS SHALL 5 AIR CHANGES PER HOUR J Au br­rNAr.au•Fr.r r, Qv y,4Xp ,HYE. L,FSY7gy1-!1 II. ALL CEILING FANS SHALL BE INSTALLED TO METAL BOXES OR EQUAL PN�ee s,+aaA+r reeeFr 12. AIR CONDITIONER CONDENSER UNIT SHALL HAVE DISCONNECT 2°a ,bxcuc s�nm° icarm mm E.lyd46lFAN-49G5Nil'-llli'76170d/7. `A/P �I / r,H,ea.Prree O F.4k5'.�24CL�GF�iPd'FG7`SA/RC,Y5fiRKZR 6�ELEGTR/G.4L IS. MAKE ARRANGEMENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., TELEPHONE ALARM,INTERCOM,CENTRAL VAC,ETC-. S.D. F,V61/!`AT{�R'lf3PL.GH/FAN-S9G5Y.5Z{'- ® SNLL%lirAP/6L�/A9,�/Y�64T11�7j'd4G('{P 14. BATHROOM RECEPTACLES OUTLETS SHALL BE SUPPLIED BY AT LEAST - ---- eeD unM¢e,rrro�eanRaea n- l3UtyrOA/R MD.YO.�EACAONdVACL�����-�� ONE 20-AMP BRANCH CIRCUIT.SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. IDl�¢5W1 15. MIN 20'UFER 6ROUND WITH BOND TO GAS d WATER PIPING. ..____ @L't /Y4CL/b'4S�6Y1,(Sllq.YTIRE E'f/R'F:PC Fi4kE 16. PROVIDE TWO OR MORE 20-AMP SMALL APPLIANCE BRANCH CIRCUITS ALLY claw».,e+rxFFcr F waavLaRr roaecarrwze REC£ DSTb°L.lS,S'l �• /. '�BfY�Yal'-, YA�F R'pY IN KITGHEN/DININ6 AREAS. DRAWN ruein meF cov»ormm •, mA•I�is,.�c-w.,P,eeee.r R+.�•app 7tRG2`14CfAl.H:4RF.PG/('T I'i, PROVIDE A MINIMUM OF TWO SEPARATE 20-AMP APPLIANCE CIRCUITS FOR u e avuL rel'�rR ici"'iea e°r LAMPS WITH A EFFICANCY OF AT LEAST 40 LUMEN PER Y1ATT. KITCHEN/DINING AREAS. Roemlo a FAureumry �•nne 5`Y/TGHES I6. PROVIDE A SEPARATE 20-AMP CIRCUIT TO SUPPLY REQUIRED LAUNDRY GKO® SUITABLE FOR WET LOCATIONS RECEPTACLE OUTLET IN EACH DWELLING UNIT. AL AGUIRRE 1-1. RECESSED INCANDESCENT FIXTUR-5 SHALL HAVE THERMAL PROTECTION BITE "-- -- 20. ALL BEDROOM BRANCH CIRCUITS SHALL BE ARC FAULT CIRCUIT PROTECTED. 11-3o-08 --- - -W10 5�44YSN7lGY 21. ALL KITCHEN LIGHTS TO BE FLOURESCENT CAN LI6HT5 W/PIN BASE SCALE NEE ° 9VN4YSHfTG// SECOND FLOOR ELECTRICAL PLAN UNIT "BII "° S6 �� 6 REVISIONS BY PLANTING LE6ENE - 5YMBOL BOTANICAL NAME COMMON NAME 51ZE ° LA6ER5TROEMIA INDIGA'GHEROKEE' GRAPE MYRTLE Z$" BUXU5 MICROPHYLLA JAPONICA JAPANE5E BOXWOOD 5 GAL. TURF LNDSr----., FE FLAN � v AGAPANTHU5 AFRIGANU5 LILY OF THE NILE 5 SAL n O z — NOTE: AUTOMATIC IRRIGATION 5Y5TEM AND In 0 RAIN SENSOR TO GONSERV WATER Z -1 � W � .¢ Y <t J v z y.WWWWW . yWWWWW � � WW Q to .W W �W WWWWW ` WWWWyWWy a ,� W � to � WWWW W W W W Q ui w UNIT A 4 j y W W W �W n/ Q Q !� w. Q z IL IWyWW WW � . In IU WyW W W W W 150.00 - O DMWN ROGGRTO OWZOO CHECKED AL ASUII M DATE II-22-0b SCME I.•10'-0' JOB NO. SHEET P:\CURRENT\ABC INVESTMENTS 10-SITE REVISIONS BY UNIT A 1 � LIVING AREA 1600 SQ. FT. BUILDING ZONE HIGH DENSITY BUILDING CODE �' "'• & PORCH 16 CONSTRUCTION TYPE 240 SQ. FT. LOT r.: 6 BUILDING V-NR 1997 UNIFORM BUILDING CODE UNIT B BLOCK GARAGE V-NR 2000 UNIFORM MECHANICAL CODE =s.. LIVING AREA 750 SQ. FT. TRACT OCCUPANCY 2000 UNIFORM PLUMBING CODE BUILDING R-3 2001 CALIFORNIA BUILDING CODE GARAGES 934 SQ. FT. MAP BOOK GARAGE U-1 2001 CALIFORNIA MECHANICAL CODE � �� _ , ' PAVEMENT AREA 2696 SQ. FT. CITY LAKE ELSINORE 2001 CALIFORNIA PLUMBING CODE NUMBER OF STORIES 2002 NATIONAL ELECTRICAL CODE i of COUNTY RIVERSIDE 2004 CALIFORNIA ELECTRICAL CODE 2005 T '' NET. SO. FOOTAGE 9000 SQ. FT. BUILDING 2 -24 ENERGY REG. t GROSS SQ. FOOTAGE 9000 SQ. FT. STATE CA. GARAGE 1 A.P.N. 374-061-003 �V 32 % LOT COVERAGE VICINITY MAP BUILDING SUMMARY LEGAL DE5GRIPTION BUILDING ANALY515 o z� EXISTING RE510E-NGE HI7 SHEET INDEX HIDRANT WR® - EGORATI VE RETURN WALL y.�pQD pEN�E HE��y� — — _ PLACED INSIDE PROP bLINEITYP. I50.00 J� NEW DRIVEWAY PARKING N F- - 29%COVERED Br PAV WaEMENT � O V Ul y y FROFOSED RESIDNGE TYFE EGLEGTIG PARKING 2 r y 3 IIIO Q 1 TITLE SHEET $ SITE FLAN o r HI7 2 FLOOR FLAN UNIT A UNIT A w} - FLOOR FLAN UNIT 5 Z FROJECI WILL BE >Q mX'tul� am ;,::j NT LOTS-1 FOUNDATION UNIT A,S GONNEG D TO SEWER � �/ ICI 100 f � NDI I A /OPEN10�SPAG qP r (3LL Q Q Q OPEN SPACE - z 52E FRAMING UNIT A,B tu � rt E W I�= Q Q yIL lu55E ROOF I$ SEGGTION UNIT A,B t-- ma y y0 4 ELEVATIONS UNIT A,5 '� r Q 5 ELEVATIONS UNIT A,� v u, r J O rI PAD I a y _ ELEOTRIGAL UNIT A,B W OUGHT IRON FENCE 6'HEIGHT WOOD FENCE 6'HEIGTH 150.00 A D FD I DECORATIVE RETURN WALL PLACED INSIDE -E PROP.LINE TYP, '- FOUNDATION DETAILS � ...� 5D-1 FRAMING DETAILS o ® NOTES: SD-2 FRAM I NCB DETAILS V LLi HD Lu CONSTRUCTION COVERAGE 32% F L= LANDSGAFE FLAN Q ® AREA COVERED 269 y City Of Lake Elsinore ��P w Planning Approval A y'f y O'-• BY PAVEMENT - per• OidBiaBn COVERED BY LANDSCAPE 42% nIE DING /�� E1( +��` \ T TRV55 FABRICATION NOTES Z • L...( P E I...'I �.7 1 V F.�I � Z `V 4) ti `° lp.ti, ll y� 9 A. SHOP DRAWINGSAND STRVCTVRAL CALCVLAT10N5 SHALL BE PREPARED BY THE FA00.1CAT00.SUBMITTED � FOR APPROVAL TO THE ARCHITECTOR ENGINEER OF RECORD PRIOR TO BEING SVBMITTED FOR RENEW PROJECT WILL BE /D•O�'D� Q N w -- THEMVCTVP.ALOFflCIAL CONNECTED TO SEWER '-^*. j N y Lu B. THE STRVCNRAL DESIGN OF THE TRV556 SHALL INCLUDE ALL DEAD AND LIVE LOADS REQUIRED BY THE ..-. �Ay CALIFORNIA BVILDINGCODE,INCLUDING FIRE SPRINKLER LOADS,HVAC EQUIPMENT LOADS AND ALL 5 1 T E I 7��B L A N CHORD AXIAL LOADS DUE TO SEISMIC FORCES. NO CURB,GUTTER,STREET LIGTHS. c 5GALE: V*C'-O" PLANS ARE ON THE JOB SJ IQN. YIAgR.4_5EWER . I. CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF WORK,FIELD VERIFY ALL REQUIRED CITY AND COUNTY LICENSES SMALL SE ACQUIRED AND q, INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED"ME SPREAD THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF SYSTEM EVMWD ALL EXISTING PROJECT CONDITIONS,INCLUDING DIMENSIONS AND UTILITY PAID FOR BY THE INDIVIDUAL TRADES. - CLASSIFICATIONS DICTATED BY ALL APPLICABLE S UILDINS LODES. HEADS,FLUMBING LINES,AND VALVES 50 AS NOT TO BE IN CONFLICT 51515 CHANEY STREET LOCATIONS AND UTILITY SIZES. '"1)514-5145 AL AGUIRRE & ASSOCIATES INC. FIELD INFORMATION OF DISCREPANCIES SMALL BE RECORDED ON A ALL CONTRACTORS SMALL HAVE VALID CERTIFICATE5 OF WORKMAN'S 10.GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SMALL CONFORM TO WITH OTHER SYSTEMS OR THE INTERIOR DECOR,AND STILL LOCATED ALL LOCAL GOVERNING BUILDING LODES AND ORDINANCES. PS bOVERNED BY FIRE SPRINKLER CODES AND SYSTEM ENGINEERING. 166MPELSIN LUA WATER OSTIRICT REPRODUCIBLE DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT COMPENSATION ON FILE WITH THE APPROPIATE AGENCIES. 168gF LAKCSNORE DRIVE 2222 KANSAS AVE. SUITE D FOR PROJECT RECORD,COORDINATION,AND NECESSARY RESOLUTION 11.ALL GLASS AND BLAZING SHALL COMPLY WITH ALL APPLICABLE WILDINS DRAWINGS SHALL BE 5LIB'HIT2D TO ARCHITECT FOR REVIEW OF THE LAKE ELSINORE,CA.g2550 RIVERSIDE, CA 92507 PRIOR TO CONTNUIN6 WITH WORK. 5.CONTRACTOR SHALL ASSIST OWNER IN OBTAINN&FINAL APPROVAL OF LODES AS FELL AS THE U.S.CONSUMER PRODUCT SAFETY COMMISION, CONTRACTORS COORDINATION OF SYSTEM WITH THE MS16N INTENT OF (PSU 674-2106 O CONTRACTOR SMALL VERIFY,AND BE ESPONSISLE FOR ALL WORK AND LOCAL HEALTH DEPARTMENT AND THE TEMPORARY AND FINAL SAFETY STANDARDS POR ARCHITECTURAL&LAZING MATERIALS(47 FR, THE MIDJECT PRIOR TO INSTALLATION. TEL. (951) 684-4222 N CERTIFICATES OF OCCUPANCY. 15516 TITLE NO.IS,CHAPTER 11,PART 1201). UTILITY LOMPANIE6 FAX: 951 684-4333 MATERIALS-INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. IS.FIR SPRINKLERS SHALL 0E AUTOMATIC TO PROVIDE 100%COVERA6E WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT 6.CONTRACTOR SHALL PROVIDE BACKINIb FOR SUPPORT OF 12.PIPES,CONDUITS,OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR VERIZON ALL WALL,CEILING,AN P PARTITION MOUNTED ITEMS SUCH AS AND SMALL.COMPLY WITH THE RECOHENDATIONS OF THE NATIONAL SCALE ORAMING5 TO DETERMINE AN'LOCATIONS. THE ARCHITECT LIGHT FIXTURES,SHELVING,EQUIPMENT,AND TELEVISIONS. MEMBER THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE PIKE PROTECTION ASSOCIATION(NFPA)STANDARDS PAMPHLET NO.15 (BOO)405-4000 SHALL BE NOTIFIED OF ANY DISCREPANCIES,PRIOR TO CONTINUINS COORDINATE LOCATIONS AND REQUIREMENTS WITH THE UNLESS SPECIFICALLY DETAILED.REFER TO MECHANICAL,ELECTRICAL, PLUMBING,MECHANICAL,ELECTRICAL DRAWINGS. PLUMBING,AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND (LATEST EDITION)AMID THE OWNER'S INSURANCE UNDERWRITEWS). THE SAS COMPANY 7415 PLAN AND ANY ACCOMPANYING DOCUMENT ARE THE WORK FKOMXT AND THE PROPERTY OF AGUIRRE DRAWN WITH WORK OTHER ACLESORMS. 16.EXTERIOR OPENMGS SMALL COMPLY WITH ALL SECURITY REQUIREMENTS (600)421-2200 4 ASSOC, (HERE IN AFTER GALLED'7HE COMPANY')AMID MAY NOT BE USED,COPIED,OR REPRODULBD ROBLRTO O. ALL DIMENSIONS ON PLANS ARE TO CENTER LINE OF WALLS/COLUMNS, T IT SHALL BE THE RESPONSABILI7Y OF THE CONTRACTOR TO LOCATE ALL IS.CONTRACTOR SHALL REFER TO AND CONFORM WITH ALL FINDINGS AND AS OUTLINED IN A.I.LOCAL BUILDINS,CODES AND ORDINANCES. rxE WITHOUT THE WRITTEN PERMISSION OF THE COMPANY. THESE PLANS AND ANY ACCOMPANYING AND FACE OF STUD M O.$.)OR FACE OF MASONRY MOM),UNLESS EXISTINb UTILITIES,HeTHER SHOWN HEREIN OR NOT,AND TO PROTECT RECOMENDATIONS SET FORTH IN THE SOILS REPORT.THE ARLHIMT (800)65545M DOCUMENTS OR PROPOSALS SHALL BE PAID FOR AS A WORK PRODUCT FOR A PRICE AGREED UPON, CHECKED 11.ACCURATE A5-0ULT N AND SUBMITTED SHALL BE GENERATED ISM CONTRACTOR CtOR NOTED OTHERWISE. THEM FROM DAMAGE.THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR ACCEPTS NO RESPONSABILITY FOR TH EACCURALY OF THE PINDIN65 IN DELIVERY OF THIS PLAN AND ANY ACLONHPANYIN6 DOCUMENTS TO THE OWNER OR HIS CONTRACTOR IS AL AOUIRRE THE REPAIR OR REPLACEMENT OF UTILITIES AND ALL OTHER PROPERTY THE SOILS REPORT,NOR FOR THE FINAL RECOMMENDATIONS. DUIINS CONSTRUCTION AND SUBMITTED TO OWNER UPON COMPLETION CONDITIONED UPON THE ABOVE UHDERSTANDIN6 AND ANY VIOLATION OF THIS CONDITION MAY BE 2.ALL WORK SHALL CONFORM TO THE LATEST ADOPTS EDITIONS OF ALL DAMA6CD BY OPERATIONS IN COWUNCTION WITH EXECUTION OF WORK. OF FINAL PUNCH LIST,BUT PRIOR TO R52UEST FOR FINAL PAYMENT. TELEVISION CABLE ENJOINED ON/OR REDRESSED IN DAMA6E5 IN ANY COURT NAVIN'6 JURISDICTION OF THE SUBJECT MATTER. DATE APPLICABLE BUILDING LODES,THE AMERICANS WITH DISABILITIES ACT, A$WELL AS ALL OTHER LOCAL 6OVERNIN6 LODES AND ORDINANCES. 6, CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE NOTIFY THE SOILS ENGINEER FOR INSTRUCTIONS PRIOR TO CONTINUING ID.ROOF OBSTRULTION9 SUCH AS TELEVI510N5 ANTENNA SOLAR PANELS, COMCAST CABLE DIMENSIONS,MEASUREMENTS,AND LOCATION OF PRESENT OR PURPO5E PLUMBING,ELECTRICAL,AND 1140-06 WITH ALL APPLICABLE BUILDING COMB. WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING AND BUY PC "SHALL NOT BE LOCATED OR INSTALLED IN SUCH A 556 BIRCH STREET OTHER FACILITIES ARE ALL REPRESENTED ON THE BASIS OF THE BEST INFORMATION AVAILABLE AND SCALE S.ALL ELECTRICAL,MECHANICAL,AND PLUMBING WORK SMALL CONFORM GRADING OR FOUNDATION CONSTRUCTION. WAY AS TO PREVENT PIKE DEPARTMENT ACCES OR EGRESS IN THE LAKE ELSINORE,CA.g2550 ARE 5JB&CT TO VERIFICATION.PROPOSED OUTLETS AND FACILITIES MAY BE SUBJECT TO CHANGES IN 1' 10'-0' TO THE REQUIREMENTS OF ALL LBGALLY CONTITUTED AUTHORITIES CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDINS,BUT NOT EVENT OF A FIRE. (666)255-511" PLANS OR MRK TO Be DONE BEYOND COMPANY CONTROL THE COMPANY MAKES NO REPRESENTATION HAVING JURSDICTION. LIMITED TO,SHORING,BRACING,AND ALL OTHER SUPPORTS(INCLUDING 14.AUTOMATIC FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION IS THE JOB NO. COMPLETE'DESIN-BUILD"RESPONSABILIIY OF CONTRACTOR,PRIOR AS TO OR ADEQUACY OF SUCH OTHER FACILITIES OR THEIR COMPLIANCE WITH APPLICABLE CODES AND 4. THE GENERAL B'UILDINO PERMITS SHALL BE PAID FOR BY THE OWNER TO INSTALLATION,SUBMIT TO THE ARCHITECT FOR REVIEW,COMPLETE ORDINANCES. AND SECURED BY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED INTE69ITY OF THE 5UILDIN6, FIRE SPRINKLER SYSTEM DRAWINGS WITH APPROVALS BY ALL AGENCIES SHEET PERMITS SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR OR ENGINEERIN6 OF SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRUCTURAL 11\ SUBCONTRACTOR DIRBLTLY RESPONSIBLE. ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND ,�v BY METHODS WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. shall mitigate any flooding and/or erosion downstream caused by development REVISIONS BY ENGINEERING DIVISION of the site and/or diversion of drainage. CITY OF LAKE ELSTNORE 22.The applicant shalt be required to remove and replace any fencing that is in CONDITIONS OF APPROVAL poor condition.It will be the responsibility of the applicant to contact the GENERAL FLOODING effected neighboring property owners. If the existing fencing is in good PROJECT NAME: MINOR DESIGN REVIEW OF A SINGLE- condition,this requirement may be waived per the approval of the Community 42.All Public Works requirements shall be complied with as a condition of 64.Part of this lot is within the 100 year flood plane,the minimum finished grade FAMILY RESIDENCE LOCATED IN LE Development Director or Designee. development as specified in the Lake Elsinore Municipal Code(LEMC)prior to elevation of the house floor shall be 1267'above sea level. 412 LANGSTAFF STREET(APN:374-061-005) building permit. 23.The applicant shall provide a Flat concrete pad a minimum of 3'-0"by T-0" FEES GENERAL CONDITIONS adjacent to the dwelling unit.The storage pad for trash barrels shall be 43.The applicant shall submit a"Will Serve" letter to the City Engineering concealed from public view. Division from the applicable water agency stating that water and sewer 65.The applicant is to pay all Capital Improvement and Plan Check fees(LEMC I.The applicant shall defend(with counsel acceptable to the City),indemnify,and arrangements have been made for this project and specify the technical data for 16.34).The current traffic mitigation fee is$1,369.00;the current drainage fee is$359.00(Nichols Street SE. Dist. and the current TUMF amount is hold harmless the City,its Official,Officers,Employees,and Agents from any 24.The applicant shall submit a check in the amount of$64.00 made payable to the the water service at the location,such as water pressure and volume etc � ) County of Riverside for a Notice of Exemption.The check shall be submitted to Submit this letter prior to applying for a building permit. $9,693.00.The amount of fees shall be adiusted accordine to the fee schedule claim,action,or proceeding against the City,its Official,Officers,Employees, the Planning Division for processing within 48 hours of[he projects approval. current at the time of oavment. or Agents g attach,set aside,void,or annul an approval of thecer City,its 44.Arrsn ements for relocation of mill company facilities advisory agencies, appeal boards, g legislative body concerning the g utility P e (power poles,vaults, 25.The applicant shall place a weatherproof 3'x 3'sign at the entrance ro the etc.)out of the roadway or alley shall be the responsibility of the property 66.The applicant is to provide in-lieu payments for future off-site public commercial project,which action is bought within the time period provided for improvements prior to building emit. Res.86-35 In-lieu payment shall be in California Government Code Sections 65009 and/or 66499.37,and Public project site identifying the approved days and hours of construction activity and owner or his agent. P P g P ( ) p Y a statement that complaints regarding the operation can be lodged with the City calculated by developers'engineer or architect and submitted for city engineers Resources Code Section r proceeding The City will promptly notify the Applicant of of take Elsinore Code Enforcement Division(951)674-3124. 45.The applicant shall provide fire protection access and facilities as required in approval.The estimate shall be based on current cost of street improvements -14 any such claim,action,or proceeding against the notify t end will cooperate fully writing by Riverside County Fire, from property line to centerline of the street within the property limits,plus a with the defense. If the City fails to promptly notify the Applicant of any such 26.The proposed second unit shall comply with all requirements and provisions of 15%added cost for engineering and construction administration. claim,or proceeding,the Applicant shell not,thereafter,be responsible to Chapter 17.17(Second Units)of the Lake Elsinore Municipal Code. 46.In accordance with the City's Franchise Agreement for waste disposal& defend,indemnify,or hold harmless the City. recycling,the applicant shall be required to contract with CR&R Inc. for STORMWATER/CLEANWATER PROTECTION PROGRAM 2.The decision of the PlanningCommission shall be final ten 10 days from the PRIOR TO THE ISSUANCE OF BUILDING PERMITS removal and disposal of all waste material,debris,vegetation and other rubbish generated during cleanin demolition,clear and 67.The City of Lake Elsinore has adopted ordinances for storm water management y g ng g, grubbing or all other phases of and discharge control. In accordance with state and federal law,these local date of the decision,unless an appeal has been filed with the City Clerk's Office 27.A11 walls and/or fencing need to be located off the property line and so construction. storm water ordinances prohibit the discharge of waste into storm drain system pursuant to the provisions of Chapter 17.80 of the Lake Elsinore Municipal indicated on the construction plans.If the Applicant proposes to place any walls Code. and/or fencingon the roe line he/she must submit a notarized agreement 47.All din and street improvement plans submitted to en neerin shall be or local surface waters. This includes non-storm water discharges containing J� P P 8 g P p & 8 oil,grease,detergents,trash,or other waste remains.Brochures of"Storm water 3.If the project proposes an outdoor storage tank,the applicant shall locate the between the subject property owner and the adjacent property owner to the drawnande x 36s Mylar and be set into for grading border and title block 8 g P 1 P P ti PP Pollution, What You Should Know" describing preventing measures are ryryry unit within the side or rear yards.If location must be within the front aid,the Planning Department prior to issuance of a building permit. and include city specific general notes for grading or street improvements y respectively. Digital files for the border and the notes are available by request available at City Hell. applicant shall provide a method of screening subject to the review and 28.The applicant shall provide assurance that all required fees to the Lake Elsinore to"agutierez@Iake-elsinme-org". approval of the Director of Community Development or his designee. Unified School District have been paid prior to issuance of building permits. PLEASE NOTE:The discharge of pollutants into street,gutters,storm drain STREET IMPROVEMENTS system,or waterways-without Regional Water Quality Control Bond permit or o 4. Minor Design Review approval to a single-family dwelling unit with a second 29.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of waver-is strictly prohibited by local ordinances and state and federal law. unit located directly above the attached garages located at year Langstaff Street building permits. 48.The applicant shall construct all public works improvements from property line (APN:less a build/ will lapse and become void one(1)year a the approval to one foot beyond centerline of Langstaff Street(the minimum pavement ELSINORE VALLEY MUNICIPAL WATER DISTRICT date unless i building permit a issued and construction commenced and the 30.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee section shall be 3"Asphalt Concrete over 5"Aggregate Base)and pavement project is diligently being pursued toward completion. (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) transitions(2.5"AC over compacted native base)per approved street plans 68.Water and sewer is available to the project.The applicant shall request a`will prior to obtaining building permits. serve'letter for the service of water and sewer. lq 5.All Conditions of Approval shall be reproduced upon page one of building P 8 g P (LEMC Title l2).All plans shall be approved and signed by the City Engineer \NIIiI prior to issuance of building permit(LEMC 16.34). plans submitted to the Building and Safety Division for Plan Check. 3l.Prior to the issuance of any building permit for the Project,the Developer shall COMMUNITY SERVICES DEPARTMENT enter into an agreement with the City and the Redevelopment Agency of the 49.A California Registered Civil Engineer shall prepare street and alley 6.Prior to issuance of any grading or building permits,the applicant shall sign and City of Lake Elsinore to provide(a)15%of the units constructed in the Project improvement plans and specifications.All improvements shall be designed and 69.The applicant/developer is to pay park fees$1,600 per unit(I unit @$1,600 complete an"Acknowledgement of Conditions,"and shall return the executed as affordable housing units in accordance with the requirements of Section constructed to Riverside County Road Department Standards,latest edition,and each=$1,600). original to the Community Development Department for inclusion in the case 33413(b)(2)of the California Community Redevelopment Law(Health& City Codes(LEMC 12.04 and 16.34).All street improvement plans shall show records. Safety Code Sections 33000 et seq.),or(b)an alternative equivalent action as existing and future profiles at centerline of street, at top of curb and at 7.0.The applicant/developer is to comply with all NPDES storm water ilk determined by the City which may include(without limitation)dedication of centerline of the alley.The profiles and contours shall extend to 50'beyond the requirements. 7.All materials and colors depicted on the plans and materials board shall be used vacant land,construction of affordable units on another site,or payment of an property limits on Langstaff Street centerline. unless modified by the Applicant and approved by the Community in-lieu fee at the rate of$2.00 per square-foot of assessable space for each 71.The applicant/developer is to participate in the City-wide LLMD. Development Director or designee. dwelling unit in the Project.For purposes of this condition,"assessable space" 50.1f the existing street improvements are to be modified,the existing street plans 8.All site improvements shall be constructed as indicated on the approved site means all of the square-footage within the perimeter of a structure, not on file shall be modified accordingly and approved by the City Engineer prior 72.The developer/applicant is to comply with all City ordinances regarding PP including any carport, walkway, garage, overhang, patio, enclosed patio, to issuance of building permit.An encroachment permit will be required to do construction debris removal and recycling as per Section 8.32 of the Lake Plan and elevations,with revisions as noted herein.The applicant shall meet all detached accessory structure,or similar area.The amount of the square-footage the work. Elsinore Municipal Code. required setbacks,and development standards pursuant to the High Density within the perimeter of a residential structure shall be calculated by the building (HD)zoning district of the Historic Elsinore Overlay District and Historic department of the City in accordance with the standard practice of the City in 51.All work done under an encroachment permit for off-site improvements of 73.11e developer/applicant is to meet City, curb, gutter, and sidewalk Elsinore Architectural Design Standards.Any revisions to the Minor Design calculating Review attached hereto shall be processed in a similar manner as the original structural perimeters. utility lines shall be delineated o and signed by the City Engineer prior to issuance ro n the street improvement plans and approved requirements.building permits. Minor Design Review.All plans submitted for Building Division plan check 32.The applicant shall pay all applicable Library Capital Improvement Fund fee, 74.The City's Landscape Architect is to review all landscape and/or irrigation shall conform to the submitted plans as modified by the Conditions of prior to the issuance of it building permit. 52.The applicant shall pay all fees and meet requirements of an encroachment plans, Approval. permit issued by the Engineering Division for construction of off-site public 33.Prior to the issuance of a building permit,the applicant shall revise the works improvements(LEMC12.08,Res.83.78).All fees and requirements for 9. All windows shall use foam surrounds and/or other architectural-type features construction plans to reflect that the proposed second unit does not exceed 800- an encroachment permit shall be fulfilled before Certificate of Occupancy. approved by the Community Development Director or designee. square-fret. IO.AII necessary exterior/ancillary equipment shall be effectively screened from GRADING 34.The applicant shall revise the revised landscape plan to indicate that all public view.All proposed screening methods shall be reviewed and approved proposed trees will be a minimum of twenty-four inch(24")box in size,prior to 53.The developer shall obtain all necessary off-site easements for off-site grading V the Community Developer Director or designee. the issuance of a building permit. from the adjacent property owners prior to issuance of grading permit approval. z IV I I.All roofing materials shall have a minimum Class"A"Fire rating,and so noted PRIOR TO THE ISSUANCE OF CERTIFICATE OF OCCUPANCY 54.The applicant shall apply and obtain a grading permit with appropriate security N on the concoction plans,prior to the issuance of a building permit. prior to any grading activity. 35.The Applicant shall plant twenty-four inch(24")box sweet trees along all street 12.The Applicant is to meet all applicable City Codes and Ordinances. frontages selected from the City Street Tree List,a maximum of thirty feet(301) 55.A grading plan stamped/signed by a California Registered Civil Engineer is apart.Planting is subject to the approval of the Community Development required if the sum of the cut and fill in grading exceeds 50 cubic yards and the 13.A cash bond of$1,000.00 shall be required for any construction trailers placed existing drainage Flow pattern is substantially modified as determined by the Piammlg Commission App-M NQ on the site and used during construction. Bonds will be released after removal City Engineer.The grading plan shall show volumes of cut and fill,adequate February 6,20in Director or designee prior to issuance of a Certificate of Occupancy. contours and/or spot elevations of the existing ground as surveyed by a V of trailers and restoration of the site to an acceptable state,subject to the 36.The applicant shall provide an irrigation O � P J PP p ga system for landscaped areas onsite as licensed surveyor or civil engineer.All contours shall extend to minimum of 15 approval of the Community Development Director or designee. shown on the landscape plans.The irrigation system shall be fully installed and feet beyond property lines to indicate existing drainage pattern.The applicant Q operational prior to the issuance of a Certificate of Occupancy. shall apply and obtain a grading permit with appropriate security prior to .f�14.The Applicant shall comply with the City's Noise Ordinance.Construction V/ activity shalt be limited to the hours of 7:00 AM to 5:00 PM,Monday through 37.711he Applicant shall provide a rain censor.The rain censor shall be installed grading permit issuance. UJU Friday,and no construction activity shall occur on Saturdays,Sundays or legal prior to the issuance of a Certificate of Occupancy. 56.This property is within the Lake Elsinore specific boundary and therefore no T = O holidays. import of soil is allowed at elevations below 1264.00. 38.All exposed slopes in excess of three feet(Y)in height shall have permanent I S.The Applicant shall comply with all requirements of the City's Grading tLi IN irrigation system and erosion control vegetation installed,as approved by the 57.The applicant shall provide soils;geology and seismic report,as par of this ILI >Ordinance. Construction generated dust and erosion shall be mitigated in City's Landscape Architect.A Planting and Irrigation Plan shall be submitted, report address the requirement of the Alquist-Priolo Earthquake Fault Zoning accordance with the provisions of Municipal Code,Chapter 15.72 and using approved and planted prior to the issuance of a Certificate of Occupancy.Fees Act The applicant shall provide final soils report showing compliance with 11 1 Q accepted control techniques.Interim erosion control measures shall be provided are required for review of plans and inspections, recommendations. thirty(30)days after the site's rough grading,as approved by the City Engineer. 39.The building address shall be a minimum of four inches(4")high and shall be 58.The applicant shall provide erosion control measures as part of their grading n/ Q 16.Any exterior air conditioning or other mechanical equipment shall be ground easily visible from the public right-of-way.Care shall be taken to select colors plan.The applicant shall contribute to protection of storm water quality and to tu Z Q mounted and screened so that they are not visible from neighboring property or and materials that contrast with building walls or trim.Installation of building meet the goals of the BMP in Supplement"A"in the Riverside County NPDES Z public streets.Air conditioning units and related equipment may not encroach address shall be done prior to the issuance of a certificate of occupancy. Drainage Area Management Plan. more than two-feet(2')into the required minimum side yard setback. _n Q 40.The applicant shall meet all Conditions of Approval prior to the issuance of a 59.AI1 grading shall be done under the supervision of a geotechnical engineer and 17.Garages shall be constructed to provide a minimum interior clear space of Certificate of Occupancy and release of utilities. he shall certify all slopes steeper than 2 to 1 for stability and proper erosion > twenty feet(20')x twenty feet(20')for two(2)can and so noted on the plans. control. 41.The applicant shall submit a written covenant to the Community Developer 18.The Applicant shall provide shrubs and plant materials as shown on the Department and signed by the record owner,which is to be recorded against the DRAINAGE landscape plan.Any changes to this plan shall be subject to the approval of the property.The written covenant shall require that at all times either the single- Community Development Director or designee. The landscape plan family unit or the second unit be owner occupied and shall prohibit the rental of 60.All on-site drainage shall be conveyed to a public facility,accepted by adjacent improvements and plantings shall be fully installed prior to issuance of a both units at the same time.It shall further provide that the second unit shall not property owners by a notarized letter of drainage acceptance,or conveyed to a Certificate of Occupancy, be sold,or titled thereto transferred,separate an apart from the entire parcel. drainage easement. 19. The written restrictive covenant shall further require that the City be notified of " 36 in ng within fifteen feet(15')of ingress/egress points shall be no higher than sale or transfer of the property upon the close of escrow or prior to the effective 61.All natural drainage traversing the site shall be conveyed through the site,or q 6 inches. date of transfer if no escrow is used. shall be collected and conveyed by a method approved by the City Engineer. 20-Driveways shall be constructed of concrete per Building and Safety Division 62.AII roof drains shall not be allowed to outlet directly through coring in the street owxtt standards' curb.Roofs shall drain to a landscaped area.All driveways shall be sloped to €' 21.A11 walls or fences located in any front yard shall not exceed thirty-six inches drain into landscaping prior to entering street facilities CHECKED � (36")in height with the exception that wrought-iron fences may be five feet(5') 63.The applicant is to submit Hydrology and Hydraulic Reports for review and A.a OUI eulla¢ in height.Chain link fences shall be prohibited. Pismire Commilio"Approved approval b DATE $ fti, ry C 200T pp y City Engineer prior to issuance of grading permits.The developer oo-eios rt Plannina Commission ApprovM Planning Commission Approved SCALE i/4'- Q Feb 6200T February b,200T ^1Hn'. ,Cu No. 8 3 SHEET $ 6 d� REVISIONS BY OCITY OF LAKE ELSINORE ITY OF E A TCITY OF LAKE ELSINORE P f MENT COMMUMTV DEVPL OPMENT DEPARTMENT CONSTRUCCION PLAN COMMENTS FOR A SFR Cnl 412 LANGSTAFF ST. CONSTR CCION PAN COMMEINTS FOR A SFR L 412 LANGSTAFF ST, Or4 TR CnON PLAN COMMENTS FOR A SFR(_a]412 LANGSTAPF ST, PAGE 2 OF 3 PAGE 30P3 PAGE 1 OF The Conu i•D De par—it has«viewed the cona—tion drawin - d 6.The applicant shall provide assurance that all required fees to the Lake Elsinore construction plans to reflect that the proposed second unit does not exceed 800 n `"`projec"` P U asa°`�'" Unified School District have been aid for to issuance of building permits. square-feet.with the above«f wced project and provide:the following commenn.THESE ISSUES MUST P P< rtB P q (Please revise accordingly). BE A32DRESSED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. (Please provide assurances to the Planning Division that this condition has been met). 12.The applicant shall revise the revised landscape plan to indicate that all I.All Conditions of Approval shall be reproduced upon page one of building proposed trees will be a minimum of twenty-four inch(24")box in size,prior to plans submitted to the Building and Safety Division for Plan Check.(Please 7.The applicant shall pay park-in-lieu fees in effect at the time prior to issuance of the issuance of a building permit.(Please address this condition as well as revise accordingly). building permits.(Please provide assurances to the Planning Division that this providing a landscape plan that was approved by the Planning Commission). condition has been met). 2.Prior to issuance of any grading or building permits,the applicant shall sign and 13.The applicant shall submit a written covenant to the Community Developer complete an"Acknowledgement of Conditions,"and shall return the executed 8.The applicant shall pay the Multiple Species Habitat Conservation Plan Fee Department and sided by the record owner,which is to be recorded against the original to the Community Development Department for inclusion in the case (MSHCP)Local Development Mitigation Fee(fee for density less than 8 du/ac) property.The written covenant shall require that at all times either the single- records.(This was submitted and signed by a Mr.Steve Beyler.However,Mr. prior to obtaining building permits.(Please provide assurances to the Planning family unit or the second unit be owner occupied and shall prohibit the rental of Beyler is not listed as the applicant or property or owner within the project Division that this condition has been meq. both units at the same time.It shall further provide that the second unit shall not j ie.The applicant or property owner needs to sign or Mr.Beyler needs to be sold,or titled thereto transferred,separate an apart from the entire parcel. provide written documentation that he empowered to sign or is the current 9. Prior to the issuance of any building permit for the Project,Developer shall The written restrictive covenant shall further require that the City be notified of property owner). enter into an agreement with the City and the Redevelopment Agency of the sale or transfer of the property upon the close of escrow or prior to the effective City of Lake Elsinore to provide(a)15%of the units constructed in the Project date of transfer if no escrow is used.(Please be advised that the above 3.All roofing material shall have a minimum Class"A"fire rating,and so noted as affordable housing units in accordance with the requirements of Section condition will be required at Occupancy). on the construction plans,prior to the issuance of a building permit.(Please 33413(b)(2)of the California Community Redevelopment Law(Health& revise accordingly). Safety Code Sections 33000 at seq.),or(b)an alternative equivalent action as 14.For the proposed project located at 412 Langstaff Avenue, the Planning determined by the City which may include(without limitation)dedication of Commission approved a"Bungalow"style architecture and not a"Craftsman" 4.A cash bond of$1,000.00 shall be required for any construction trailers placed vacant land,construction of affordable units on another site,or payment of an in style architecture.(Please revise the proposed project to match what was on the site and used during construction. Bonds will be released after removal lieu fee at the rate of$2.00 per square foot of assessable space for each approved the Planning Commission). of trailers and restoration of the site to an acceptable state,subject to the dwelling unit in the Project For purposes of this condition,"assessable space" approval of the Community Development Director or designee.(Please address means all of the square footage within the perimeter of a residential structure, 1 S.Please attach the Planning Commission approved pre-liminary grading and this item if you will be utilizing a construction trailer.If you will not be using not including any carport,walkway,garage,overhang,patio,enclosed patio, drainage plan. a construction trailer,please disregard this condition). detached accessory structure,or similar area.The amount of the square footage If you Cave any q or cownenta please do not hesitate ro contau me at(951)674-3L2a within the perimeter of a residential structure shall be calculated by the building est. 0 department of the City 29s o:mail ariadaL.nadlako-eta.no«.ora. 5.All walls and/or fencing need to be located off the property line and so partm ty in accordance with the standard practice of the City in indicated on the construction plans.If the Applicant proposes to place any walls calculating structural perimeters.(Please provide assurances to the Planning Respec � and/or fencing on the property line he/she must submit a notarized agreement Division) between the subject property owner and the adjacent property owner to the C " Plan— PlanningDepartment prior to issuance of a building permit.(Please address I O.The applicant shall pay all applicable Library Capital Improvement Fund fee, :asocia« P P 8 P P P uswiwrtuna�taaa,:�+adL.,..u.» in.c�....a.ai.,v„rcw.a. p accordingly). prior to the issuance of building permit.(Please provide assurance to the ` g Planning Division that this has been met). 1 LPrior to the issuance of a building permit,the applicant shall revise the V ..nn fiV VI � V W `O Q r Ln 111Z � � Q Z 111 Q Q N � cv y J iF DRAWN �pp CHECKED b ra.J10ulttl!! R47E ^ 00-DI-00 §� SINE 0 I/W•110' � JOB No. a 3 SHEEP e� F IGURRENT1A2G/Nl/ESTMENTIGO REVISIONS BY FLOOR PLAN NOTES I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED 2.WALL INSULATION SHALL BE R-15 3.ROOF INSULATION SHALL BE R-50 4.UNDER FLOOR INSULATION SHALL BE R-Ill 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL BE 6FI. OUT 51DE RECEPTACLES SHALL BE WEATHER PROOF. 6.LAMPS USED IN LUMINARIES FOR GENERAL L*HTIN6 IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT T.ALL WINDOWS SHALL BE DUAL PANE 8.ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS SHALL HAVE SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. q.PROVIDE 50"X 22"ATTIC ACCE55 20'-II" OPANS SHALL HAVE 5 AIR CHANGES PER HOUR 11.APPROVED SMOKE DETECTOR WITHIN 1X OF THE CEILING AT THIS LOCATION 4'-O" -4' 4'-1" V-10" 10'-8" 4-V 12.PROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER IS.ROOF ATTIC.HEATING OR A.G.EQUIPMENT ON BEARING WALL5 OR BEAMS. (TIE P) FOR TRUSSED ROOFS,DOUBLE TRUSSES. 60J ALSL 1051 ALSL40J ALSL 6066 ALSL 61-1 14.PROVIDE APPROVED BAGKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE 5155, 15.6LAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY&LAZING v, ?•° MATERIAL IN AGORDANGE WITH SECTION 2406.4(SEE EXCEPTIONS): V 6 a).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXP05ED EDGE OF THE(SLAZIN6 15 WITHIN A 24-INCH ARC,OF EITHER VERTICAL EDGE OF ,, F.4M/L Y THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF °(\ VAULTED 1"� THE&LAZIN6 15 LESS THAN 60 INCHES ABOVE THE WALKING B4Tfi� SURFACE. I I 1 V/ tLf II�J/JJ W to WINDOW ADJACENT TO DOOR AT KITCHEN. 16."ATTIC,VENTILATION OPENIN65 SHALL BE COVERED WITH CORK0510N-RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4-I141 IN DIMENSION."SECTION 1505.5. IT."THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED C.RTIFIED BY L O THE NATIONAL FENESTRATION RATING COUNCIL(NFRC)AND SHOWING COMPLIANCE rv(,, ui WITH THE ENERGY CALCULATIONS." — m TUB/9Hpy�R i_ ONE PZ,FIBER. NOTE: M BEOROJM VAULTED Q ALL NEW&LAZING WILL BE INSTALLED N WITH A CERTIFYIN6 LABEL ATTACHED > VAULTED SHOWING THE U VALVE. > .n NOTE: _ %D tu PANT. "APPROVAL OF THESE PLANS BY THE BUILDING DEPARTMENT DOES NOT INCLUDE Alap APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE 5HONW OR REQUIRED. �p K/7G� _ SEPARATE APPROVALS FOR ANY ALARM SYSTEMS MUST BE OBTAINED,'DOORS AND ■ ENOLOSM SHOULD BE FVLLY�EMP TERED,LAMINATED OF SNOMR AND FET AATED 5A `&LASS 5 �v 30TfAR 1 � y�1 OR APPROVED PLASTIC. V 4 T re RANGE MAX.FLUSH VOLUMES g Y 6 ONE PZ.FIBER, � V � � � � � g AND FLOW RATES r N M WATER 6L05ET5: 1.6&ALLOWS PER FLUSH BLOWOUT TYPE EXEMPT) Q J VAULTED 5-2 `y 22„ URINALS: 1.0 GALLONS PER FLUSH — SHOWER HEADS 2.5 GALLONS PER MINUTE AA. A FAUCETS: 2.2 GALLONS PER MINITE(SINKS AND LAYS) oN lf1 m g 26 6° 2°d O/N/ $ NOTE: Z '\ `F I. NO SLIP JOINT CONNECTIONS "ry `4"9 TO ROOF VAULTED 2. USE COPPER FOR WATER PIPIN6 VENT DUCT. 3. ABS PIPE FOR DRAINAGE,WASTE AND VENT PIPING'+� PROVIDE GLEANOUT AT GRADE NEAR CONNECTION i0 VV SALKDRAFT DAMPERS (1 t), 7 OF BUILDING SEWER AND BUILDIN&DRAIN. (A 0 _ 5. PROVIDE 2 50.IN.PER 1000 BTl/H M MINIMUM FREE AREA OF RETURN AIR DUC75 N F OR OPPENIN&5. 6 vl, 6. CONTROL VALVE FOR SHOWER OR TUB-SHOWER SHALL BE It d' TRH LIKE BALANCE OR THERMOSTATIC MIXING VALVE CD in 6 L/1�/N6 V �D VAU VAULTED LTED 2° O VAULTED Ell 4 � � N y VENT TO ourslDe AIR 6 2'2'XI66A ,11 5E19MIG 5TRAPr- 404 ALSL 40(4Tq�1-51- 604Q ALSL Q � N.PLR. PI tu ! L�� 4 /5ASE PLATFORM w +`, .0 5HA1-L BE ENTRY ENCI LE ANCHORED Z Q PORGi/ WATER D.eR Its) V T50 VALVE E ONE S P SMALL AT 115 TOP TE OF TAM,ONE 9hP A IT OF Q z 111 NI Z Q -..- -- BOTTOM TANK. I/2'DIAMETER EMT PIPES 51ALL BE USED FOR THE STRUT. Z V ao'-o' WATER HEATER STRAP DETAIL D N W 611 GALLON WATER HEATER N y—�, I HR. RATING .61 MIN. PER UBG TABLE 5.1 PROPOSED SQUARE FOOTAGE LIVING AREA = 600 5q,ft PORCH = 240 5R ft N TABLr- 5-II — DRAWN &RAND TOTAL = 1,540 50 FT Rosawo oRozoo NOTE: ES NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 5 TO 5.5 ON THE BUILDING PLANS AL ALL OF THE L AGUI d11RIQ MANDATORY ENERGY CONSERVATION DA REQUIREMENTS AS LISTED ON THE 11-5606 NUMBER OF BEDROOMS 1 2 3 2 5 4 5 5 4 5 6 "MANDATORY MEASURES SCALE CHECKLIST". II .ro' FIRST HOUR RATING &ALLON5 42 54 54 54 6R 6'T 80 111 80 80 80 ' FLOOR PLAN UN I T "A" SHM P IGUrPRENTIABG/Nl/E.STMENTIGO REVISIONS 13Y 5-10" 4090 ALSL 1020 AL 0 0 ry - F_ D O L-r I- -I -.. �{ EMBEDDED INTO GONG.ON A I `� KITCHEN BA I I b'-O"GL6.1 b S"VIA.X SG,"HIGH STEEL PIPE gyp' 20 b'-O"GL6. 12"'A.x M"OF.GONG.PAD RANGE YW 8'-O"GLG. SNWR. I O arar �DN BELO 24� I I Rll" HEATING AND MICR b EQUIPMENT IN A - �j' b WHEN EF 5 BF1 OR A0 05a AM INSTALLED 2-CAR GARAGE I-GAR GARAGE FFFFFF PANTRY �+GENERATES A 4"O VENT T.W/ CKD DAMPERS AMPERAFT Q EXTERNAL ViANKIET EATER 51_AN P{.W ARAGE �'B" GARAGE "G" 0'-0"GL6. AT LEAST 19'ABOVE THE FLOOR LEVEL IS IRED DAMPERS W PROVIDE A WATER HEATER BLANKET. G -O"GLG. 0'-0"GLG. Q RELIEF VALVE TO TERMINATE OUTSIDE OF 7 b D GARAGE (r 1-GAR GARAGE m GARAGE "A" GLG. -- __- LIVING RM. 2• b'-O"GLG. b° $EDRM. I - _ tL fV 2 LAYERS 5/5"TYP X (WRI GYP 58RD TO ROOF fy 2 LAYERS 5/a"TYP X (IHRJ GYP BRD TO ROOF SHEATHING BETWEEN I O W SHEATHING BETWEENLIV GARAGE{ ING AREA ry S THE)GYP msEND BE TO ROOF YeEN GARAGE{LIVING,AREA BEDRM. 2 GARAGE 6 LIVING,ING,AREA 8'-O"GL6. z - I60"10 6A 6E DOOR 50W 6ARA6E DOOR 4 V ❑ 100T0 6A AGE DOOR � - - Nl 50 ALSL 5040 ALSL t" -8" 4'-T" 4'-3" -b" 5050 ALSL 50 10'-9" 10'-4" < Ul MJO OQ `7-Zi O�� IB�� 4'-2" 4'-6" 4'-6" 18" -1 y 4'-5" 13'-II" 8'-S" V FIRST FLOOR PLAN UNIT 11511 SEGOND FLOOR PLAN UNIT 11 311 FLOOR PLAN NOTES v I. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED p'� Z 2.WALL INSULATION SHALL BE R-IS TABLE 5 .n (CA A5.ROOF INSULATION SHALL BE R-30 4.UNDER FLOOR IN5ULATION SHALL BE R-19 NOTE: V l 5.ALL RECEPTACLES IN KITCHEN AND GARAGE SHALL BE CFI. OUT 5112E RECEPTACLES SHALL BE WEATHER PROOF. I. NO SLIP JOINT CONNECTIONS lu r i (5.LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN KITCHEN 2. USE COPPER FOR WATER PIPING NUMBER OF BATHROOMS I TO 1.5 2 TO 2.5 5 TO 5.5 AND BATHROOM SHALL HAVE EFFICIENCY OF NOT LESS THAN 5. W A55 PIPE FOR DRAINAGE, ASTE AND VENT PIPING _. 40 LUMENS PER WATT 4. PROVIDE CLEANOU7 AT GRADE NEAR CONNECTION T.ALL WINDOWS SHALL BE DUAL PANE OF BUILDING SEWER AND BUILDING,DRAIN. NUMBER OF BEDROOMS 1 2 5 2 5 4 5 5 4 5 (O 5. PROVIDE 2 50.IN.PER 1000 BTU/H M 0.ALL BEDROOMS AND HALL AREAS THAT BATTERY B BEDROOMS SHALL HAVE lI1 SMOKE DETECTORS,HARD WIRE WITH BATTERY BACK UP. MINIMUM FREE AREA OF RETURN AIR DUCTS O OR CONTROL VALVE FIRST HOUR RATING GALLONS 42 54 54 54 b'i 6'i 80 6'7 80 80 80 9.PROVIDE SHALL H 22"ATTIC ACCESS 6. CONTROL VALVE FOR SHOWER OR RM S THERMOSTATIC. SHALL BE IO.FANS SHALL HAVE 5 AIR GRANGES PER HOUR OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING 11.APPROVED SMOKE DETECTOR WITHIN 12"OF THE CEILIN6 AT THIS LOCATION VALVE TYPE. v{ 12.1FROVIDE EARTHQUAKE STRAPS AT TOP AND BOTTOM OF WATER HEATER 15.ROOF ATTIC HEATING OR A.G.EQUIPMENT ON BEARING WALLS OR BEAMS. F- r- FOR TR)SBED ROOFS,DOUBLE TRUSSES. Q 14.FROVIDE APPROVED BACKPLOW PREVENTION DEVICES AT ALL EXTERIOR H05E BI65. JAW 15.6LAZIN6 IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY 6LAZIN6 MATERIAL IN AGORDANCE WITH SECTION 2406.4(SEE EXCEPTIONS): VENTTTTO4'-O"O).FIXED OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSEDEDGE OF THE GLAZING 15 WITHIN A 24-INCH ARG OF EITHER VERTICAL EDGE OF 22"X1aGn LESS TNAN a'(TYPJ2X6 GAP{RAILTHE DOOR IN A CLOSED 1-051TION AND WHERE THE BOTTOM EXF05ED EDGE OF SEISMIC STTHE GLAZING 15LE55 THAN 60 INCHES ABOVE THE WALKING SURFACE. GEIUNG (1� u QWINDOWADJACENT TO DOOR AT KITCHEN. a wooD RALINS 1L Q l�1 Lu Ib."ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT 2x2 vrRncALS METAL MESH WITH MESH OPENINGS OF 1/4-INCH IN DIMEN510N."5ECTION 1505.3. PLATr=oRM d E �V Z_ v Q IT."THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED GRTIFIED BYE®e 6UA RAIL THE NATIONAL FENESTRATION RATING COUNCIL(NFRG)AND SHOWINb COMPLIANCE axa POSr ENci cLE ANCHORED 4.4 Posr Q N W WITH THE ENERGY CALCULATIONS." rvAR HEATER LESS AN a' :p < ? ry 4.4 POST rtf NOTE: RIM JOISTS 7{P VALVE SNALL TERMINATE AT THE EX7.OF WLDIN.S. ALL NEW GLAZING WILL BE INSTALLED PRw1DEOW STRAP AT1/5 TOP OF TAW ONE 571PATI/5OF � f WITH A CERTIFYING LABEL ATTACHED Small TANG. m m 2X6 GAP{RAIL S/a"T{G PLY 14P SHOWING THE U VALVE. I/Y DIAMETER ENT PIPES SNALL BE USED FOR THE STRIIf. Z NOTE: F 2.6 F.J.•16°CC, A "APPROVAL OF THESE PLANS BY THE 5UILDIN6 DEPARTMENT DOES NOT INCLUDE WATER HEATER STRAP DETAIL 2x2 VERTICAL5 2-12 TREADS YRET.) SOUARE FOOTAISE APPROVAL FOR ANY TYPE OF ALARM SYSTEM THAT MAY BE SHOWN OR REQUIRED. 61 6ALLON WATER HEATER 96"MIN. 6" 411 STRINGER SEPARATE APPROVALS FOR ANY ALARM SY57EM5 MUST BE OBTAINED." I HR. RATING .61 MIN. PLY.TREADS MAX.W RISE DOORS AND PANELS OF SHOWER AND BATHTUB ENGLOSiRES p� 4x4 POST {RISERS UPPER LEVEL = 750 SO FT SHOULD BE FULLY TEMPERED,LAMINATED SAFETY GLASS 1-VR UI TABLE 5.1 LE55 THAN " MIN.2X5 DECKING FLOOR OR APPROVED PLASTIC. 1 2-5/a"M.B. MIN.9"RUN GARAGE "A" = 5O2 50 FT DRAWN RIM JOISTS DECK JOISTS GARAGE "B" 4241 50 FT ROBERM D' CHECKED MAX. FLUSH VOLUMES NOTE: (2)1n°DIA.MACHINE GARAGE "G" - 217 50 FT Ai AWIRRE AND FLOW RATES BOLA H POSTERS GUARDRAIL DETAILS ON THE BUILDIN6 PLANS ALL OF THE AT EACH POST DATE MANDATORY ENERGY -.._-._.-_._....__ _... a-3O-De WATER CLOSETS: Lb GALLONS PER FLUSH BLOWOUT TYPE EXEMPT) CON5ERVATION SQ FT= 1, URINAL5: 1.0 GALLONS PER FLUSH REQUIREMENT5 AS LISTED ON THE TOTAL 50. FT. 698 T({�._D" SHOWER HEADS 2.5 GALLONS PER MINUTE °MANDATORY MEASURES im FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAYS) CHECKLIST", SHEET - �° 3 P IG/✓rPRENTL4�/N1/E5T7NENTIGO REVISIONS BY GLASS "A" EAGLE ROOFING a SM08402 SANTA CRUZ TILE ROOFING W/500 IGO#-4660 15/32"GDX PLYWD.SHEATHIN 12 GLASS "A"EAGLE ROOFING COLOR CARVED WOOD(MEDIUM BROWN) �� TRIM COLOR 0 SMG8402 SANTA CRUZ LIGHTWEIGHT RAILING BOUTIQUE BE16E TILE ROOF W/30#-FELT TOP PLATES G50#-4660 W 15/52"GDX PLYWD.5HEATHIN6 STUCCO COLOR X-56 SANDSTONE DARK OLIVE GREEN u Ill ry FIN.FLR. TOP PLATES GOLOROCARVED WOOD(MED UMIBROWN) _. SOUTIQ E BEIGE STUCCO 4 COLOR X-56 5AND TONE 0 44 COLOR CARVED WOOD(MEDIUMIBROWN) COLOR X-H6 SANDSTONE IIII1 FIN.F41, Ip11� �- FIN.GRADE �y Ip COLUMNS f, aR1VEwAY i DARK OLIVE GREEN COLOR II II III f BOUTIQUE BEIGE CASEMENT WINDOWS TRIM UTIOCOLOR BE BO U IGE III / �E/A R III�II�IuIII SCALE : 1/4"=1'-O" City Of Lake Elsinore Planning Division Approval CV (V vl � l GLASS"A" EAGLE ROOFING Inn 0 5MC8402 SANTA CRUZ TILE ROOFING W/500 IGBO�-4660 V W 15/32"GDX PLYWD.SHEATHIN O Q W - -_ COLOR i- 5OOUTIGUEBEI6E (n , 0 in _ < LU } CLASS "A"EAGLE ROOFING a 5MG8402 SANTA CRUZ } J STUCCO TILE ROOF W/50#-FELT W LI Q COLOR X-86 5AND5TON IG5OO-4660 N Q Z lLl STUGGO W 15/52"GDX PLYWD.SHEATHING COLOR X-6b 5ANDSTONE Z tl(1 ry -A w ��lttt��,���■■■ N TOP PLATES 4 CO (A W COLORCARVED WOOD(MEDIUM 1BROWN) STUCCO ND J OUTIQUE COLOR COLOR X-86 SANDSTONE .. p COLOR CARVED WO D(MEDIU IBROWN) R OFIN.6 DRIVEWAY COLORI CARVED WOOD(MEDIUM BROWN) DARK OLIVE GREEN BRJsm E ROBERRI O. 0 /}L� /� CHE(ED / �O/ *�//T �L IGUIRRE a� 11-zB-aB scve 5GALE : 1/4"=1'-0" V,I'-I'-0' JOB NO. SHEEP 4 P IGURRENTIABG/Nl/FSTMENTIGO 114 REVISIONS By CLA55 "A"EAGLE ROOFING #SMG5402 SANTA CRUZ TILE ROOFING N!/50# IGBO#-4bb0 W 15/52"(:,DX PLYWI SHEATHIN COLOR CARVED WOOD(MEDIUM BROWN) GLASS "A"EAGLE ROOFING LIGHTWEIGHT RAILING #SMG8402 SANTA CRUZ TILE ROOF W/50#-FELT Hill Hill 111 CBO#-4660 CASEMENT WINDOWS W 15/32"GDX PLYWD.SHEATHIN6 TRIM COLOR BOUTIQUE BEIGE TOP PLATES SI Ir PIN.PLR. -_ _�OJ OAR X=(ZS.AND$TON� k 11 11 1 11 H11 IT 11 111 11 111 1 itf i1 ll 1111 111111 11 1111 1.111.1.1.11.11 1..I.l.l.i.11 TOP PLATES STUCCO — — l— rOLOP X46 SANDSTONE ..C..O.L.O. OLOR U ---- _--—..—.— �� BOUTIQUE BEIGE STUCCO 11 II O � .COLOR X-86.SANE STONE :p FIN.FLR. " FIN.GRADE WOOD FENCE b'HEIGTH TRIM COLOR BOUTIQUE BEIGE z AROUND PROPERTY CASEMENT NINDOV45 i COLOR CARVED WOOD(MEDIUM BROWN) TRIM COLOR BOUTIQUE BEIGE GARAGE DOORS RIM COLOR BOUTIQUE BEIGE LT W SCALE : I/4"=I'-O" City Of Lake LIsinore ptaoaing Division Approval �L h, 1ZfJ V h gg D'7 5MG8 012ESANT' OUFZNG TILE ROOFING N 50# IGBO#-4660 W 15/32"GDX PLYIND.SHEATHI ' V CLASS "A"EAGLE ROOFING #5MC5402 SANTA CRUZ z TILE ROOF W/50#-FELT CV IGBO#-4660 W 15/52"GDX PLYWD.SHEATHING fill Hill IIIIII I III V 1 TRIM WH TE lfl ,On 6 STUCCO COLOR X-66 5ANDSTONE ry ry — LIGHTWEIGHT R ILIN(9 r TOP PLATES O ............_ TRIM COLOR N - - - $OUTIQUE 5EId ELu Z 5TUGG0 In Q Q Mill COLOR X-66 SANDSTONE Q�n � v o sTucco La u) Lu COLOR X-56 SANDSTONE Z / Z FIN,FLOOR0 ry LU N FIN.GRADE � � N z_ TRIM COLOR BOUTIQUE BEIGE I CASEMENT WINDOW5 WOOD FENCE 6'HEIGTH TRIM COLOR BOUTIQUE BEIGE TRIM COLOR BOUTIQUE BEIGE AROUND PROPERTY COLOR CARVED WOOD(MEDIUM BROWN) SCALE I/4"-1'-0" DRAWN CHECK AL AGUIRRE WE 11-20-06 scuE JOB NO. SHEET �>0 5 P IGURRENTl�BG/Nl/ESTMENTIGO REVISIONS HY 6FI 6FI SELF SOLID12 CORE _ ORE WP/bFl DOOR.RE PROTECTED ru,r aaD.vram,uTee (I HOUR) cnR•arr.,nrcle+ bOO BD.TYPE I ArRox 9q OF rHE PBOA)fW TIGHT FITTING BOARD/TO RDOF SNEI HO R)6FI 6/T GYP.BD. THIN" I HOUR)� BOARD TO ROOF SHEATHINb BETWEEN 6AR.FF T ROO SHEATHING t LIVING AREA ALL aswraaNW.t Aeus>®Aio /--4-� \ (I HOUR) 6FI L.IVIEENAREA 6FI ALL WALLS t GEILIN6 l�•'���+'A+''+'^R�'m rAruw.�ep�r / BET�IEEN 6AR. 6FI t LIVVjJ6 AREA ALL WALLS<GEILIN6 / J� ALL it LLS!`GEILIN6 ❑ � bARA a ubHTs To eE bARAbe ubHre To Se 1 571 0 ! MAW LYEON 5eN50R MAWALLYeON BEN90R bARA6E LIGHTS TO BE IiI I � m �J/ � CONTROLLED BY /A4LYRD:!/Lh144T NRCdIIIILtEfl pY ! I MAWALLY-ON SENSOR �a D/AQ SWrtM 1 D /7 !SPI Tt= ATN ROOM LIGHTS AVE CNN J 6FI df4l L1lKC►DIf 6FI 6FI 1 df4l LL'L1I GI'DI! 6FI DAMP PaNE� oOw.ANT OeN9oRI , .. i btu�� I I ,{�, I 1-�Yl LOLGUPAM LeN O NA O `S.D. ❑ ❑ ❑ , - - -._ � r�a swrr�mar cwmaamer El l ■ ❑ // ❑ ���— `��----��' t SAry1ROOMLIbHTST HAV tl� I DLdRANT CENSOR N ROOM LIGHT TO !F- ��� LLPANT CENSOR AN 99 27'XSO" tL LCGAIE fIF�MRlPI evnerwmva' / u O of nc Aa ear,neE9.zR tccArra. es•x es•cone.oR nee+mcAss ®--- f FIRST FLOOR ELECTRICAL PLAN UNIT "B" A�PAD - B.D. fb / D O ❑ ('■ ® �A Ip SGQ'/116�4®OY a®,ev-nrua,r ro ecrmep�m er $D. 1i -n i'L'4LL F/X77JrPE� lue ea.rni`� J Au�eiwonrs nurrrra I is GONYEN/EA4:E Sec.w..im � rN+be isi».ar,eee'�recee nerAum av Drnce�r ul OUTLET wxRwx a.nu.mnmrze,Ere✓Aw.na R HIbH EFFIGANGY LUMINARIES MUST BE PIN BASED wmou Au.cnTcwr Arew.►iaT / `( °Urttt At1 A.4GM c/R.'MIb 11HT 9lTLY/a Vp.T, pl 5/N/TGH—)o emn.Mrwr �.vRenwe isi�o-wr,aesrncac N curLe,e�rorAu.m iN Dracmu IArn TAUS LI A 11F fl NCY O IN BATHROOM AND KITCHEN SHALL HAVE e� e®Raxe sreue et rRomerm DrA4 AlR: e / ACL GIwKM en.px,S Twnr�u+tr/a.w,l.r Q � GONYEN/ENGE � � �V LAMPS WITH A EFFIGANGY OF AT LEAST 40 LUMEN PER W477. h m NOR ti Q N �Ne.w iv asuerm roxccmRam er erwl.a�nreo e'v.w,ws N b -"AT = Dune awreN rnu.rueunr datnrree •DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES v e ti _ti I` SHOULD O FULLY TEMPERED,LAMINATED SAFETY bLA55 COH1"01 GAB/NET ®� �Qp a� OR APPIipVED PLASTIC. I .SUITABLE FOR WET LOCATIONS "uNnct ^_I WO xALE VAPOR PROOF - _- 20'MAX eaa,o-,o 77'P/GfiL /NST4LL.4T/ONHE/GHTS Ar bl� '�°�°�w ELECTRICAL PLAN UNIT A SMOKE DETEGTOR5 ARE REQUIRED Ru. z -ON THE GEILIN6 OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR I•AU IN ATTIC MAIL — N OR AREA GIVING ACCESS TO ROOMS USED FOR SLLEPIN6 PURPOSES, ATTIC AOCES OPP 1N SHALL eE SIZED POR THE RRHOVAL or THe I.AMOMT Place OF MUIPMENT. (V -IN ROOM IF ROOM HEI6HT 15 24"OR HIGHER THAN THAT OF CORRIDOR. N -ON THE GEILIN6 DIRECTLY ABOVE THE STAIRWIAY WHERE SLLEPIN6 ROOMS ARE 1 I 1 ON AN UPPER LEVEL. LLJ -IN THE BASEMENT AND ON EACH STORY. -IN EACH SLEEPING ROOM. S//%BOLSLEGE/YO -IN NEW GONSTRUGTION,SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACK-UP.SMOKE DETECTORS FOR EXISTING MAY BE BATTERY OPERATED, L/GHT/NG�XH�IUSTFi'TNS OC//TLETS a— /CKL/kZA'I.�CT/i'/6iS'/F/,l�G@` /,II VCRVYLYR"EXGGILET-/H ' On.O^ �j� lY9LL ffif(fL.WiT9.Y7GH` VIOGcgL Q � /'1�VCA�t/iYRErainET ELEGTRIGAL NOTES C0 � r - 'I' " ' Lf/'� /�Vr - f�T I. ALL WORK SHALL COMPLY BY THE CURRENT N.E.G. 0 _._............_. _ I FI a .---- -� 2. MAIN SERVICE SHALL BE 200 AMP.PANEL /d4Llf/rIKGf.�bISLL£YTf/.I�lr@`G2'C!f'iLYiI DF O W O I � 1.b✓GGnf! S. INSTALL LIFER BAR Ott ANrDmXAR'D \ Q°c 4. ALL WIRING SHALL BE ROMEX TYPE LLI / r.a I + .kf6cAGFMx41?C,ELfL.IJ/,Tf/XJle�f9,f7R71,91T,eM'6 "'AP �' TH RaoM Lill o w.vE B,PLY�fA;LT/MEK%eD/LzDL7RQ' fT 5. ALL RECEPTACLES IN KITCHEN,BATH,AND GARAGE 11 1 Z )c=� IT CENSOR AN / �( �Ct3SDL.(�YT/P.171RE SHALL BE 6FI.OUTSIDE RECEPTACLES SHALL BE Lu Q )� I'"` /LA `�PRA®fA'LT/MfiB@'P/ID WEATHER PROOF ll7 v mA ,@E:.L49JfYR 5f?L,�SYF/XJIe� LY93EA"d/7llTAlf,PL1YTA.Yl,PE4P 6 LAMPS USED IN LUMINARIES FOR CFNERAL LIGHTING Lu Q IN KITCHEN AND BATHROOM SHALL HAVE EFFICIENCY [� Z w .V'CLR/Nf%-Xr O'C/REAA2r OF NOT LESS THAN 40 LUMENS PER WATT. — Q ATTIC FAU SHALL HAVE LIGHT AND SWITCH �< q L' f/ � GL/MJ4TEGON- (IF LOCATION IS CHANGED) In Z D� V Q/J ALL Rlmlt!/OvrseA ml M/ S. ALL BEDROOMS AND HALL AREAS THAT ACCESS BEDROOMS e amwwavw jmrz,, SHALL HAVE SMOKE DETECTORS,HARD WIRE W/BATTERY J (y \ APROx Y.of rHe Zi9VL/RCL9lETPEAErXFLiPAG p FIxTUREsro ee SD S.P. BACK UP AND INTERCONNECTED (V y flS)vl3L L,Y5'T17171w 0. PROVIDE 30"x22"ATTIC ACCESS [� (V (� .0 ..«r•Rxu,ru ro�r,c y„E/L/NfFAN 1 . FANS SHALL 5 AIR CHANGES PER HOUR ..._ 1 Au Aovrr cnruro nar.xErLri VO VAv7PfRLL�,@rGOL/?MfLiT-/LL.A99POYID II. ALL GEILIN6 FANS SHALL BE INSTALLED TO METAL BOXES OR EQUAL 6 12. AIR CONDITIONER CONDENSER UNIT SHALL HAVE DISGONNEGT iwsrAum uvm•�tnu ums 2E rAu.r ea/xi inTeRtrm �� Q T -� - � GhNE/�AL ELEGT/�/G,4L 13. MAKE ARRAN6EMENTS IF APPLICABLE FOR PRE-WIRE GABLE T.V., FAk5SY4lL�G6DA�E�SARFG/d4NIt5f�/CYsP \`� � TELEPHONE,ALARM,INTERCOM,CENTRAL VAC,ETC! gD• 6116016T/E4/�gCG7PLEii?fAA'-.49CfiV - qr .SAY'EA%£GTLIP,Y4Fp/b",@`O/Y/gq 7,y C.6p 14. BATHROOM RECEPTACLES OUTLETS SHALL BE SUFFLIED BY AT LEAST --- aRmTDeeaavnc-- {EMEgTp AdP ,4�O�D/E'E,p(,aCyryyl.�/,y9,b�,QS� G� ONE 20-AMP BRANCH CIRCUIT.SUCH GIRGUITS SHALL HAVE NO OTHER OUTLETS. 15. MIN 20'UFER GROUND WITH BOND TO SAS t WATER PIPING. ^�,/� ,@Yt3S9le9LL I84SERL.4SSTF/.17lrPE tZEL1RA 4C f41& 16. PROVIDE TWO OR MORE 20-AMP SMALL APPLIANCE BRANCH GIRGUITS _....... 1.10 IN KITCPROVIDE MINIM AREAS. (({l - .+u eeA"cw enuvn nwrxsvcr ,a .ruan-roer cammno er .@STEPL.LSYl h&7fi91'X oruwN cc++rRam er SiwLE nax is,•».ntir Racar mno'znuree L2`VXEAT,ffi44Akaf,9aYT IT. PROVIDE A MINIMUM OF TWO SEPARATE 20-AMP APPLIANCE CIRCUITS FOR amen�;n N.m xv ` u.n LAMPS WITH A EFFIGANGY OF AT LEAST 40 LUMEN PER PIATT. aae[xIo a eoweee sxAu srRorEe+ED er ,� KITGHEN/DININ6 AREAS. ruRunr,nTeRvree 5�/TGHES SUITABLE FOR WET LOCATIONS 18. PROVIDE A SEPARATE 20-AMP CIRCUIT TO SUPPLY REQUIRED LAUNDRY CHECKED AGUIR ..-_ RECEPTACLE OUTLET IN EACH DWELLING k UNIT. IIiIIRRE AL__. 5k%lGf/ 111. RECESSED INCANDESCENT FIXTURES SHALL HAVE THERMAL PROTECTION oA "- --_- -- 20. ALL BEDROOM BRANCH CIRCUITS,SHALL BE Al FAULT CIRCUIT PROTECTED. tI-JO-00 21. ALL KITCHEN LI6HT5 TO BE FLOURESCENT CAN LIGHTS W/PIN BASE SGHE Ile-V-0' -441 6/Y4YSM°lGY JOB Nu- SECOND FLOOR ELECTRICAL PLAN UNIT IIBII -al- SHEET 6�j REVISIONS BY PLANTING LE:&EsND 5YM50L 50TANIGAL NAME COMMON NAME 51ZE LA6ER5TROEMIA INDIGA'GHEROKEE' GRAPE MYRTLE T BUXU5 MI(ROPHYLLA JAPONIGA JAPANE5E BOXWOOD 5 GAL. L DSG,AFE FLAN� TURF I �! V m �• AGAPANTHUS AFRIGANUS LILY OF THE NILE 5 GAL. IL nt O i Z — NOTE: AUTOMATIC,IRRIGATION 5Y5TEM AND fill (i O RAIN 5EN50R TO GON5ERV WATER Z 11 Y m v ISO.00 V 1 N w WWW WWW � WWWWWWW WWWWWWWWW Esr lf1 O W W W W W o w (A Z W W W W W W W UNIT Alu Q N v J WWyWWWyWW La �j u � WWWW WWWy o �I IWW W WWWW W li.. QR' QR' WWWWWWy WWW V Z a Q W z A 4 Q W aL U) �WWW mO IL WWW W W J cv w CQ ((A W W W W W W W W W PAD W W W W W W W W W W W W W W W W W W W W W W W W +W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W O DRAWN ROECRTO OR0260 CHECKED AL AOUIIVR DATE II-03-06 SCALE JOB NO. SHEET M mom h, i a 24385 NANDINA AVE., SMITE A • RO►PENO VALLEY, CA 92551 PHONE:951-242-1725 • FAY 951-242-0281 APPROVED 3� 7 j FOR PERMIT ISSUANCE _ x ►r� SCOTT FAZEKAS&ASSOCIATES,INC. BY �haveeea'reviewed _DATE These p for a erenc #a t applicable codes and ordinance. Authorization Is > hereby granted to Issue a building permit pending p II applicable City agencies. v n, approval by a .:fEs._.: �Y,�,�w=.:�•, r� The issuance or granting of a permit based on approval of these plans shall not be construed to permit or approve any violation of the appiicable '_ codes or ordinance. No permit presumed to give , authority to violate or cancel the provialone of suchF rnrhS -has; t)e valld. ABC INVESTMENTS LANGSTAFF ST. LAKE ELSINORE, CA. BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS The design of wood trusses in accordance with TPI design criteria assumes: QTRUSS PLATE INSTITUTE, INC., 1976 1.Truss members are initially sfreight.uniform in cross section, and uniform in design properties. However carefully wood trusses are designed and fabricated, 2.Trusses are plane structural components,installed vertically, all this is at stake in the final erection and bracing of a roof or floor braced to prevent lateral movement,and parallel to each system.It is M this critical stage of construction that many of the other at the design spacing, really slgnilicant design assumptions are eithis fulfilled or ignored. II ignored. the consequences may result in a collapse of ma 3.Truss members are pinned at joints for determination of axial INTRODUCTION structure.which at best is a substantiat loss of time and materials, forces only. and which a1 worst could result in a loss of rile. In recognition of the inherent safety of a property braced roof The Truss Plate Inslitute'Desi n Specifications for Light Metal 4.There is continuity of chord members at joints for system,the apparent lack of knowledge of how,when,and where Plate Connected Wood Trusses*are recommended for the design determinaticn of moment stresses. !o install adequate bracing,and in the interest of public safely,the 9 Truss Plate Institute, Inc., in consultation with its Component of individual wood trusses as structural components only. 5.Compression members are laterally restrained at specilic Manufacturers Council membership, has undertaken the locations or intervals. preparation of these recommendations. Lateral bracing, as may be required by design to reduce buckling length G Individual truss members,is a part of the wood 6.Superimposed dead or live loads act vertically,wind loads truss design and is the only bracing that will be specified on the Substantial concentrated study and deliberat ve review by the truss design drawings.Lateral bracing is to be supplied In the size are applied normal to the plane of the top chord, and TPI Technical Advisory Committee(comprising a membership of specified and installed at the location specified On the truss design concentrated loads are applied at a point. the chief structural engineers of member plate manufacturing drawings by the builder or erection contractor. The building companies, representatives of the academic community, and designer or inspector must ascertain that the specified lateral 7.In addition to the lateral bracing specified by the truss independent consulting engineers) have been devoted to this bracing is properly installed and that this bracing is sufficiently designer,the building designer will specify sufficient bracing effort. Consultation with the TPI Component Manufacturers anchored or restrained by diagonal bracing to prevent its at right angles to the plane of the truss to hold every truss Council has resulted in bringing practical field handling and movement. member in the position assumed for it In design. erection problems into a sharper focus.Inclusion of the tentative recommendations for on-site handling and erection procedures is Special design requirements, such as wind bracing portal 8.The building designer(not the truss designer)will specify one direct result of the consultations.It is planned to study further bracing,seismic bracing,diaphragms,shear walls,or other load sufficient bracing and connections to withstand lateral and enlarge upon these tentative recommendations. transfer elements and their connections to the wood trusses must loading of the entire structure. be considered separately by the building designer. He shall While the recommendations for bracing contained herein are determine size. location,and method of connection for diagonal The theory of bracing is to apply sufficient support at right technically sound,it is not Intended that they be considered the bracing as needed to resist these forces. Diagonal or cross angles to the plane of the truss to hold every truss member in the only method for bracing a roof system. Neither should these bracing is recommended in the plane formed by the top chords,in position assumed for it in design.This theory must be applied at recommendations be interpreted as superior to or a standard that the plane formed by the bottom chords and perpendicular to the three stages. would necessarilybe truss web members,as needed for the overall slabili Of the entire preferred in lieu of an stehitect's or structure.Truss bracing and connection details should be shown engineer's design for bracing for a particular root system. g STAGE ONE: During Building Design and Truss Design individual On the building designer's framing plan as part Of the desggn truss members are chocked for buckling and lateral bracing is These recommendations for bracing wood trusses on inale drawings.Bracing materials are not usually furnished as part of lire specified as required for each truss member.The bur rid' designer g 9 wood truss package,and should be provided by the builder of m st specify how this lateral bracingis to be anchored or from the collective experience of leading technical personnel in the erection wntracton restrained to prevent lateral movement hould all truss members, wood truss industry,but must,due to the nature of responsibilities involved,be presented only as a guide for the use of a qualified The builder or erection contractor is responsible for proper so braced,tend to buckle together as shown in Figure 1(b).This buildingdesigner,builder,or erection contractor.Thus,the Truss P P P may be accomplished by: 9 wood truss handling and for proper temporary bracing He must Plate Institute expressly disclaims any responsibility for damages assure that the wood trusses are not structurally damaged during arising from the use, application, or reliance on the erection and that they are maintained in alignment before,during, 1-Anchorage to solid end welts(Figure 1(cp. recommendations and nfonnalion contained herein by building and after installation.Temporary or erection bracing may follow, designers or by erection contractors. but not necessarily be limited to,the building designer's framing 2.Diagonal bracing in the plane of web members(Figure l(d)). plan.It is recommended that erection bracing be applied as each 3.Other means as determined b the building designer. truss is placed in position. Y 9 9 2 3 ^nwe,ing Canhnrau.abrd a.apwr.h NOTE fipu.riot- IgM lore..d.eynl . a..yprag,(by d Lu gro ts wbTT la L u mb dd.d a nIl. w11 w " Flgw. .b-,1� t.w P..ins u br.ang bracing,eanby p'w.norp I.i es.l Ignperary or panne,wnll. ,•cab weary. G bnuw.rrml b-9 Diagonal hrnci,g pruaion vpb Figure 1(a) Dwery Figure 1(c) i/—camor..q„,•.^•, snoar,mg Figure 2(a) I I b.bn and.p.r I bu hrg. f t I I comv,w•.ion..b-ampnp c'°••w a,�• rlrnt was oo n..a bred It It I mv.d,w b.ro,w,,..eio„or.muoad anrt.. 4^Donlnucua told bracng I I I I I I maintains ap.onq,but Cwnlnuou.I.rN hracw ,� awning Ica w.„, r r f l 1 1 p.mrit•rrrnl huckhrg 1 1 r dw soma bm. Vw^ac.la ! Uegowl brau nuid N. Gy,snd v®h.v !1 onposir sea of wwb p "M 11 aumi mavwm,m.rd 0•naulr ll ropaarad al apprexr,aldy 11 m bwt'mrmis. full Cailmg B.anng br I.uas.v t' V CM sag"'••.w P"a'^d,Ww. Figure 1(b) Figure 1(d) Figure 2(b) It is recommended that diagonal bracing(minimum 2-inch thick STAGE TWO: During Truss Erection the builder or erection nominal lumber)be installed at approximately a 45 degree anggle contractor must take adequate precautions to assure that the the bracing system depends to a great extent on how well the first to the lateral brace. Diagonal bracing should be attached to the wood trusses are not structurally damaged. Proper rigging' truss is braced. opposite side of the same member requiring lateral bracing. including the use of spreader bars and multiple pick-up points, where required,is necessary to prevent damage during handling; One satisfactory method Is for the first truss top chord to be This bracing may be continuous or intermittent at the building tentative recommendations are presented in the Appendix hereto. braced to a stake driven into the ground and securely anchored. designer's option;however, it is recommended that intermittent The ground brace itself should be supported as shown in Figure spacng not exceed 20 feet, or twice the horizontal run of the It is most Important to brace the first truss at the end of the 2 or it Is apt to buckle.Additional ground braces,in the opposite diagonal bracing. building securely.All other trusses are tied to the first truss,thus direction,Inside the building are also recommended. 4 5 6 The ground braces should be located directly in line with all sheathed.It Is recommended that continuous lateral bracing be rows of top chord continuous lateral bracing.Otherwise,the top installed within 6 inches of the ridge line or center line and at 92-10dr,ga. chord of the first truss can bend sideways and allow the trusses to approximately 8 feet to 10 feat intervals between the ridge line of emery h-d d nil. shift.This shift,however slight,puts a tremendous strain on all sloped trusses or center line of flat trusses and the eaves. For connections of the bracing system,i.e.,the weight of the trusses double member trusses this spacing between laterals may be spas y..m..• r.... would then be added to any wind face or construction load such increased to 12 feet to 14 feet.Diagonals, located between the ee gahr weea. r,..a,.r.a Lap rwN bawq as bundles of plywood or roof shingles tending to tip the trusses lateral bracing and set at approximately 45 degree angles,form . r..l w.... over, the triangles required for stability in the plane of the top chord. . NOTE: Long spans or heavy loads may require closer spacing All nailing of bracing should be done so that if the trusses between lateral bracing and closer intervals between diagonals. so cal I"*tea•. should tend to buckle or tip,the nails will be loaded laterally,not in withdrawal. Fig for gable trusses. 3(a)illustrates temporary bracing in the plane of the top It is not recommended to nail scab chord s to the end of the building to � brace the first truss.These scabs can break off or pull out,thus if possible, the con8nuous lateral bracing for the top chord a allowing a total collapse. should be placed on the underside of the top chord so that it will not have to be removed as the plywood decking is applied.The As trusses are set in place,the builder or erection contractor trusses are then held securely even during the decking process. must apply sufficient temporary bracing to hold the trusses plumb, , in alignment and in a safe condition until the permanent bracing. It Is equally important for the builder or erection contractor to decking, and/or sheathing can be installed. Temporary bracing install bracing In the plane o1 the top chord for flat root or floor \�,'``• should be not less than 20 dimension lumber and should be as trusses.The use of a similar bracing pattern is recommended for long as practical for handling.The use of short spacer pieces of all flat trusses.Particular attention is directed to bracing at the and lumber between adjacent trusses is not recommended, unless of fiat trusses as shown in Figure 3(b). Figure 3 b used temporarily in preparation for immediate installation of longer g ( ) continuous bracing(8-feel minimum length).Temporary bracing 2.Web Member Plans.It is also necessary to install temporary installed at the same locations s cilied on the architectural plan lumber should be nailed with two double headed 16d nails at every bracing in the piano or the web member,This bracing is usually or pormaneni bracing,and may become pan or the permanent intersection with the braced member, bracing. It is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing.It none is Pre-assembly of groups of trusses, on the ground, into ra..rd. rmb.em„f1 112 kah e w»..1 specified,it is recommended that it be placed at no grater than 16 structurally braced units which are then lifted into place as �/� r feet intervals along the truss length for roof trusses and 6 feet assemblies is an acceptable alternate to the one-at-a-time ��✓�— intervals for floor trusses. method. roumd wmm a Inm..m ndg.tin. •,r n.aaabgoral It is not generally necessary for diagonal bracing to run Exact spacing between trusses should be maintained as 4 x mind continuously for the full length of the building but it is bracing is installed to avoid the hazardous practice of removing recommended that the spacing between sets of diagonal bracing bracing to adlust spacing as sheathing is applied. This act of not exceed 20 feel,or twice the horizontal run of the diagonal 'adjusting spacing"can cause trusses to topple if a key connection bracing.Rows of 2x8 strong-backs may also be used to brace floor is removed at the wrong time. trusses where diagonal bracing is Impractical. Figure 4(a) x-lad Will, illustrates diagonal bracing in the plane of the web members; Truss bracing must be applied to three planes of reference in n•tl•d^aa Figure4)b)illustrates the lateral movement that may occur it lateral the roof system to insure stability;1.Top chord(sheathing)plane, N 9-9 bracing Is used without diagonal bracing. 2.web member plane or vertical plane perpendicular to trusses, io'°'°" and 3.bottom chord 9)P1an@.(ceilin cane" "`•` 3.Bottom Chord Plane.In order to hold proper spacing on the sw:,q loll anal b..nmg ay.r rw w+ •..«a.ti bottom chard,temporary bracing is recommended in the plane of I.Top Chord Plane.Most important to the builder or erection the bottom chord.Continuous lateral bracing at no greater than 8 contractor is bracing in the plane of the top chord.Truss top chords feet to 10 feet on canters along the truss length In recommended are susceptible to lateral buckling before tbay t are braced or Fjgure 3(a) full length of the building,nailed to the top of the bottom chord. � e 9 • • • • • • • • • PREMIER TRUSS, LLC 24385 Nandina Ave. Moreno Valley, CA 92551 (951) 242-1725 STRUCTURAL TRUSS CALCULATIONS ABC INVESTMENTS LANGSTAFF ST. LAKE ELSINORE, CA. The bound truss design drawings having an electronic seal and signature printed on each page have been reviewed and approved by the truss design engineer as indicated by the engineer's seal and wet signature on this cover page. This review and approval applies solely to the attached truss design drawing pages that are bound together. �- lJ 29917 c� � �� • r 3/"1/ � � fNG1��P OFCAUI COMPUTRUS, INC. 31945 Corydon Rd., Lake Elsinore, Ca. 92530 I _ les'-e" 0-34/2' 39'-9 1/2' 6'-OK Above plan provided for truss.placement 4V0 LBS DRAG LOAD only.Refer to truss calculation and engineering structural drawings for all sso I. further information. Building designer/ t engineer of record are responsible for all non truss to truss connections. Building designerlengineerof record to review m C�) L s oz prlor to construction,ve of all designs . � I J V7 FA / Job#: 70032 Q sDo For : A � A A O J � I Q Q J J o Q Plan: 1 E < < m AiA Elev: BUNGALOW " P. 3no m J F Au m Name: J m m m i 910 LBS RAG L AD mP _ Address: fg awl L21 7 IT Phone: Fax: My Her C--+Gld- . E LUS26 Ro,.Ca -W& Drawn By: Checked By: Revision Dates 5M CAD Revision-1: Revision-2: Revision-3: Y-0- 13'-11' 19'-7' 20 6-0" i VyOFESS/pM r - — — - — LU No.C065593 V- THE TRUSSES HAVE BEEN REVIEW Exp. 9-3o- 3 Mo AND ARE CONSISTENT WITH THE BUILGING DESIGN. ++ ' Copyright C'ompuTris,Inc. _ 105 ©. 38'-6' 20'-6' _ 39'-81/2' 6-0' IFOR 4309 LBS DRAG LOAD so0 () a m Above plan provided for truss placement .1 _ only.Refer to truss calculation and (z� 2 engineering structural drawings for all further information.Building designer/ engineer of record are responsible for A� A all non truss to truss connections. 11 FAU Building designertengineerof record to review and approve of all designs o soo prior to construction. Q P a/A s Job#: 70032 i m Vl J J J m m m FAU m For : 9100 LBS BRAG L AD N I O Plan: 1 6noo 2700 LBS DRAG LOAD v Elev: CRAFTSMAN i Name: Address: 4 4 T� oiy H-W cored>QU% r Phone: Fax: i aN I-ES DRAG LOAD Drawn By: Checked By: Revision Dates 19'-7' 20'-6' 40'-0' � 6'-0' Revision-1: Revision-2: mti �f% z Revision-3: No.C065593 "cxp, 9-34- THE TRUSSES HAVE BEEN REVIEW AND ARE CONSISTENT WITH THE BUILGING DESIGN. S Copvti-ht C'ompuP-us,Inc. r 105'-0' E6 b' 39'-8 112' r r F I � � Above plan provided for truss placement ' tzi only.Refer to truss calculation and C9 l s _ac4 P02 engineering structural drawings for all further information.Building designer/ engineer of record are responsible for FAU A/ - all non truss to truss connections. Building designer/engineer of record a 50J1 (e t�ior to cons review drucponve of all designs a o o f p r, LD LD o /A N J Job#: 70032 ~ m m FA m For : i9 XD H5h04 c Plan: 1 g Elev: SPANISH Name: HSHoo Address 41 L� A 6'f QV Hnn9s Cemed a oib� HGU52F2 sAoz SC,o Phone: 1* 6 LUS26 5COB,CO9 Fax: Drawn By: Checked By: Revision Dates 1 5-0' 13'-11' 19'-7" 20'-6' 40-0' 6'-0' I -_- 105'-0' Revision-1: �aQ�dFSS/p�9 Revision-2: ��� �;p�N •Ap <<n Revision-3: No. 0065593 l EXP 9-3^_009 THE TRUSSES HAVE BEEN REVIEW AND ARE CONSISTENT WITH THE BULGING DESIGN. Cuj?vrigo compuTnts,Irrc. Z�21CampuTrus_ Inc- Manufacturing t:nginoering •Campatvr System* WARNINGS: 1. "Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and'at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-91", a copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. 2 Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition"of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix"C", see I.C.B.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: OBracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. uun ?--P[JU 11 : 58a• e S P6 • TIMBER PRODUCTS INSPECTION June 22, 2006 To Whom It May Concern: This is to verify that Premier Truss,LLC of Moreno Valley,CA is a subscriber in the Timber Products Inspection(TP)and General Testing and Inspection(GTI)Truss Quality Auditing Program. The TP and GTI Truss Quality Auditing Programs are recognized by the International Accreditation Service(IAS)with the assigned number of AA-664. TP and the GTI quality assurance marks have been recognized in the west by the truss industry and code jurisdictions since 1969. TP currently audits truss manufacturing facilities nationwide. TP is conducting unannounced,third party audits at the Premier Truss,LLC of Moreno Valley,CA. This facility is currently in good standing in the TP Truss Quality Auditing Program. Premier Truss, LLC personnel are authorized to apply the GTI quality mark to trusses that are manufactured in accordance with the latest revision of the ANSUTPI standards. All stamping takes place at the truss manufacturing facility,under supervision of qualified plant personnel. If you have questions regarding the status of any plant in the TP/GTI program,please contact Pepper Browne at(360) 449-3840 ext. 11. Sincerely, c Brian Hensley Truss Manager—Western Division 105 SE 124th Avenue • Vancouver, Washington 98684 • 360/449-3840 • FAX: 360/449.3953 P.O. Box 919 • 1641 Sigmarn Road - Conyers, Georgia 30012 • 770/922-8000 • FAX. 770/922-1290 III II]III C❑mpIT�uS Inc. This design prepared from computer input by I Dill I I�f I �I�I II�I11! IIIII Illf IIII PREMIER TRUSS DMB Trans ID: 224176 7 F2x MBER SPECIFICATIONS TRUSS SPAN 13'- 11.0' UBC 97/TPI SINGLE MEMBER FORCES 4PIR/G0F/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 EI 1= 531 W 1= 47 SPECIE GRADE PANEL(S) SPACED 24,0' O.C. T 2= -668 8 2- 533 W 2= 47 . TOP CHORDS: T 3= -531 B 3= 531 MSR 1650F 1- 6 LOADING T 4= -531 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -668 MSR 1650E 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF 4 HF STD/STUD 1- 2 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP BEARINGS TC LATERAL SUPPORT <= 12"oC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON•CONCURRENTLY. BC LATERAL SUPPORT <= 12"OC. LION. LOCATION REACTION RE0'D AREA (SO. IN.) 0'- 0.0' 515 1.27 HF (405) • DVERHANGS: 17.3" 17.3" 13'• 11.0` 515 1.27 HF (405) Reactions: 598 598 C-,1x2.6 or equal at non-structural Truss designed for 4x2 outlookers, MAX LL DEFL = -0.134' (L/1194) @ B'- 7.5' L/360 = 0,444' 2x4 let-ins of the sane size and MAX TL DEFL = -0.306' (L/522) @ B'- 7.5' LI240 = 0.667' vertical members (don). grade of structural top chord. Insure MAX HORIZ. LL DEFL = 0.005" @ 13'- 7.5' tight fit at each end of let-in. MAX HORIZ. TL DEFL = 0.011" @ .13'- 7.5' Connect with C-2.5x4.3 at each end and C-1,5x2,6 at center of board (u.G.n.). COND. 2: 2700.00 LEIS DRAG LOAD. SHEARWALL 0.00 to 13.92 6-11.08 6.11-08 I I OTE: TRUSS DESIGN ASSUMES UNIFORM SHEAR TRANSFER 12 4X2 OUTLOOKER NOTCHED CUT WITH 12 NOTE: Truss designed in accordance with 5'00 L____ CARE AT IN-LET AREAS ONLY. ---J 5.00 UBC 97 reflecting a 70 mph wind load C-4x4.3 (enclosed structure, Exposure C, height to 30 feet). Max Calculated Uplift: Left = -46 Right = -46 - C-2.5x4.3 C 2.5x4.3 C-2.5x4.3 -254.3 -C-2.5x4.3 x 2.5x4.3 o 1-04-06 13-11-00 � 1-04-00 Scale: 318' JOB NAME: Lan staff - 5A00 �R���$Q/Qt� WARNINGS: General Notes,unless otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the lop and bottom chords to be laterally braced at FILE NO.: 5A00 Warnings before construction commences. 4 o.c.and at lo'-O"o.c.respectively unless braced throughout their r✓J � 2 3,2a4 compression web bracing must be installed where shown+, length by continuous sheathing. r� 3. 2x I act bridging or lateral brad required where shown++ 4,At lateral fame resisting elements such as temporary and permanent bracing, q 4Ll DATE' 1013012007 must be designed and provided b designer 4. Instat atom of C ass is the responsibility of the respective contractor. Cr • g y gr er of compete structure. 5. Design assumes trusses are to be used in a noncorrosive environment, CompuTrus assumes no responsibility torsuch bracing. and are for"dry condition"of use, S. No load sheutd be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if E) 3I31I09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component. 7. Design assumes adequate drainage is provided- [1� /!1/ 3107 e.Conr arras has no comrol over and assumes no responsibility a. Plates shall be located on both faces or truss,and laced so their center P ponsiba ry far the lines coincide with joint center lines, p sS' l SEQ. : 3688048 fabrics[ion,handling,shipment and installation or components. 9. Digits indicate size of plate in inches. T,1j ENG�� �1�'T 7.This design is furnished subject to the limitations on truss designs set forth .}0.For basic des gn values of the CgIgTrus Plate,indicated b the prefix by TPI in M0-91 or TPVWTCA in SCSI 1-03 copies of which wilt be furnished C",see Ili R 42111 ICC ESR-2529, y p �F CAliJ by compuTras upon request. 11.The CompuTrus,Net Section Plate is indicated by the prefix"CN' the desi ator(18 Indicates 18 .material is used.All others are 26 ga.. s 11111 II11lI CampuTrus Inc. This design prepared from computer input by Ill�l till�! II If fl 1 11111111111111 IN PREMIER TRUSS DMB Trans ID: 2241760 LUMBER SPECIFICATIONS 13-11-00 GIRDER SUPPORTING 22-00-00 UBC 97/TPI 2 MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1,25 + T 1= -5418 B 1= 4924 W 1= 1228 SIZE SPECIE GRADE PANEL(S) T 2= -3878 B 2= 4858 W 2= -1510 . TOP CHORDS: • LOADING T 3= -3878 B 3= 4858 W 3= 2780 2x 4 MSR 165OF 1- 4 TC UNIF LL( 32,0)+DL( 28.0)- 60.0 PLF 0'- 0.0' TO 13'- 11.0' V T 4= -5418 B 4= 4924 W 4= -1510 BOTTOM CHORDS: BC UNIF LL( 159.0)+DL( 224.0)= 383.0 PLF 0' 0.0' TO 13'- 11.0' V W 5= 1228 2x 6 OF lit 1- 4 WEBS: BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP 2x 4 HF STO/STUD 1- 5 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEAAINGS TC LATERAL SUPPORT <= 12-DC. UON. ( 2 ) complete trusses required, LOCATION REACTION RE010 AREA (SO" IN.) BC LATERAL SUPPORT <= 12'OC, UON. Join together 2 ply with 3'x.131 DIA GUN 01- 0.0' 3083 4.93 OF (625) nails staggered at: 13'- 11.0' 3083 4.93 DF (625) . 12' oc throughout 2x4 top chords, 7' oc throughout 2x6 bottom chords, MAX LL OEFL= -0.046' (Q3478) @ 6'- 11.5" L1360 = 0.444" 12" Be throughout webs. MAX TL DEFL = -0.107" (L/1495) @ 61- 11,5' L/240 = 0.667' MAX HORIZ. LL DEFL = 0.013' @ 13'- 7,5' MAX HORIZ. TL DEFL = 0.030" @ 13'- 7,5' 6-11-08 6-11 -08 COND. 2: 27O0.,AO L8S DRAG -QAO., NOTE: Truss designed in accordance with 12 12 UBC 97 reflecting a 70 mph wind load • 5.00L--- C-4x6 Q5.00 (enclosed structure, Exposure C, height to 30 feet), I � I � C-3x4.3 C-3x4.3 r C-5x9.4 C-5x9.4 0 0 o p 0 0 e C-3x4.3 C-1.5x4.3 C-4x7.7 C-1.5x4.3 C-3x4.3� y 13-11-00 Scale: V2" ;OB NAME: Lan staff - 5A01 ��CIFESStoy WARNINGS: General Notes,unless otherwise noted' CEO .t pp 7wl( 1.Read all General Notes and Warnings before construction of trusses. 1, Design to support loads as shown, 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the lop and bottom chords to be laterally braced at h rU. (j FILE NO. 5A01 Warnings before construction commences. 2'-0'O.C.and of iv-0"o.C.respectively unless braced throughout their Cp 3.21 4 compression web bracing must he installed where shown+, len th by Continuous sheathing. 3. 2x Impact bridging or lateral bracing required where shown++ ryr 4.All lateral force resisting elements such as temporary and permanent bracing, q Installation of truss is the responsibility of the respective contractor. ® DATE: 10/30/2007 must be designed and provided by designer of complete structure. 5, Design assumes1russes are 10 be used in a non-corrosive environment, CompuTrus assumes no responsibility for such bracing. and are for"dry condition"of use 5.Nc load should be applied to any component until after all bracing and S. Design assumes full bearing at a0 supports shown.Shim or wedge if EXP- S/31/09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary t loads be applied to any component. 7. Design assumes adequate tlrana a is provided. 0 4AP r c 8,CompuTrus has no control over and assumes no responsibility fortha 8. Plates shall be located on both fees of truss,and placed so their center SEQ. : 3688049 fabrication,handling,shipment and installation of components. lines coincide with joint center lines, J), (ENG>{C1 ponen 9. Digits indicate size of plate in inches. �y, 7.This design is furnished subject to the limitations on which designs set forth 10.For basic desic�n values of the Com uTrus Plate,indicated by the prefix •t; Q� by TPI in HIB 91 or TP WgTCA in BC51 1-03 copes of which will be famished C"g sea IC80 RR 4211/ICC ESR-P2529. F CAL�� by CompuTms Pon request. 11.The CompuTrus Net Section Plate is indicate by the prefix"CN" the desi motor{78)indicates 18 ga.material is used.All others are 2b ga. r ' • `�� 1 � � ComPLTJ �uE3 Inc. This design prepared from computer input by I IIIIII I ��!I� I I�I�I IIII ll PREMIER TRUSS DMB Trans ID: 224176 LUMBER SPECIFICATIONS 13-11.00 GIRDER SUPPORTING 18.09-00 UBC 97/TPI 2 MEMBER FORCES 4WRIGDF/Cq=1.25 TOM 13-11-00 DUTCH SETBACK 4-00-00 FROM END WALL T 1= -5834 8 1= 5378 W 1= 1660 SIZE SPECIE GRADE PANEL(S) LOAD DURATION INCREASE = 1.25 + T 2- 0 8 2= 5484 W 2= -128 i TOP CHORDS: T 3= -5378 B 3= 5378 W 3= -128 2X 4 MSR 165OF 1- 2, 5. 6 LOADING T 4= -5378 W 4= 1660 2x 6 MISR 1650E 3- 4 TC UNIF LL( 32.0)+DL( 28,0)= 60.0 PLF 0'- 0,0' TO 131- 11,0' V T 5= 0 BOTTOM CHORDS: 8C UNIF LL( 134.0)+DL( 169,9)= 323.9 PLF or- 0.0' TO 13'- 11.0" V T 6= -5834 2x 6 OF R2 1- 3 TO UNIF LL( 32,0.)+DL( 28.0)= 60.0 PLF 4'- 0,0' TO 9'- 11.0" L WEBS: BC UNIF LL( 0.0)+OL( 7.0)= 7.0 PLF 0'- 0.0- TO 13'- 11.0" V 2x 4 HF STD/STUD 1- 4 BEARINGS TO CONC LL( 64,0)+DL( 56.0)= 120.0 LBS F 4'- 0.0'tA- L LOCATION REACTION' REO'0 AREA SO. IN.) TO LATERAL SUPPORT <= 12'OC. UON. TC CONC LL( 64.0)+DL( 56.0)= 120,0 LBS @ 9'- 1i.0' L 0'- 0.0" 3017 4.83 OF (625} BC LATERAL SUPPORT <= 12"DO. UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 13'- 11.0" 3017 4.83 OF (625) ____= AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. NOTE: 1x3 BRACING AT 24"OC UON. FOR MAX LL DEFL = -0.055' (L12909) @ 6'- 11,5' L1360 - 0.444' ALL FLAT TOP CHORD AREAS NOT SHEATHED ( 2 ) complete trusses required. MAX TL DEFL = -0,124' (L11290 @ 6'- 11.5" L/240 - 0.667' ________________________ ____________ Join together 2 ply with 3'x.131 DIA GUN ) nails staggered at: MAX HORIZ. LL DEFL = 0.014" P 13'- 7.5" 12' oc throughout 20 top chords, MAX HORIZ. TL DEFL = 0.033' 9 131- 7.5" 12' oc throughout 2x6 top chords, 8' oc throughout 2x6 bottom chords, 4NI1_2.:_15E1D..99_LDS�BAG LOAD 12" oc throughout webs, NOTE: Truss designed in accordance with 6-11-08 6-11'-08 UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure Or height to 30 feet). 5-01-13 5-01-13 � 120# C-2.5x3.4 4120# 12 5.00 L C-1.5x4.3+ 12 �15.00 C-4x4.3+ C-5.50 C-5.5x6 C-5x9.4 C-5xg.4 0 0 o CD C-3x4.3 C-2.5x6 C-2.5x6 C-3x4.3 13.11-00 Scale: 318' WARNINGS: General Notes,unless otherwise noted_ 1.Read an General Notes and warnings before construction of tresses. 1. Design to support loads as shown. t,builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chards to be lateral! braced at FILE NO. : 5AI?2 warnings pelore construction commences, 2'A'0.G and at 10'A"o.G respectively unless braced in DUghout their Ianglh b continuous sheathing. 3.All compression web bracing must be installed where shown t. 3 2x I bridging or lateral bracing required where shown++ 4.All must be force resisting elements such as temporary and permanent bracing, 4. Installation o1 Cruss Is the responsibility of the respective contractor. rc DATE: 1 t}/30/2007 must be designed and provided by tlesigner or complete structure. 5. Design assumes trusses are to be used In a noncorrosive environment. CompuTrus assumes no responsibility for such bracing. and are for"dry Condition"of use, S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 n DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component. 7. Design assumes adequate drainage Is rovlded. t^ /4k30/07 6.CompuTrus has no contmr over and assumes no responsibility for the 8. Plates shall be located on both faces of truss,and placed so their center SEG. fit✓ C<(. f( Ct� tNV : 3688050 fabrication,handling,shipment and installation coincide with joint renter lines. tion of components- 9, Digits indicate size of plate in inches. T.This design is furnished subject to the limitations on truss designs set forth 10.For basic design values of the Comp uTrus Plate,indicated by the prefix by TPI in NI13.91 or T➢IFWTCA in Bc$f 1.03 copies of which will be furnished C",see ICBO-RR 42111 ICC ESR-2529. OF CAL1 by CompuTrus upon request. 11.The CompuTrus Net Section Plate is indicated by the prefix"CN" the designator(18)indicates 18 ga.material is used.All others are 2h ga. • IIII f 1�I�� COMPUTrus Inlr. This design prepared from computer input by I lilll�I�f I �II11 EI 0111111111111 IIII Trans ID: 224176 PREMIER TRUSS DMB q 0 LUMBER SPECIFICATIONS TRUSS SPAN 10'- 10.0' UBC 97/TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 437 W 1= 85 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2- -542 B 2= 437 • TOP CHORDS: T 3= -542 2x 4 MSR 165OF 1- 4 LOADING T 4= 0 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF 2x 4 MSR 1650F 1- 2 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1 BEARINGS BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP LOCATION REACTION REO'D AREA (SO, IN.) TC LATERAL SUPPORT <= 12'OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, 0.- O.D. 401 0.99 HF (405) BC LATERAL SUPPORT <= 12"OC. UON, 101- 10.0, 401 0.99 HF (405) OVERHANGS: 17.3' 17.3' MAX LL DEFL = •0.007' (L/9999) @ 5'- 5.0" L/360 = 0.342' Reactions: 484 484 MAX TL DEFL = -0.018- (L/6833) 0 5'- 5.0" L1240 = 0.513' C-lx2.6 or equal at non-structural Truss designed for 4x2 outlookers. MAX HORIZ. LL DEFL = 0.003' @ 10'- 6.5' vertical members (Rion). 2x4 let-ins of the sane size and MAX HOR12. TL DEFL = 0.007' @ 10'- 6.5" grade of structural top chord, Insure .ONO. 2. 1500.00 1RS_DRAG IOAO tight fit at each end of let-in. 5-05-00 5-05.00 NOTE: Truss designed in accordance with 4X2 OUTLOOKER NOTCHED CUT WITH f UBC 97 reflecting a 70 mph wind load 12 CARE AT IN-LET AREAS ONLY. 12 (enclosed structure, Exposure C, height to 30 feet). 5.00L__ C-4x4.3 a5.00 Max Calculated Uplift: Left = -49 Right = -49 C-3x4.3+ 4.00, C-3x4.3+ I I C-1.5x4.3+ I C-1.5x4.3+ u C-3x4.3+ C-3x4.3+ o a o c� C-2.5x4"3 C-1 .5x2.f C-2.5x4.3 L - 1-04-00 10-10-00 1-04-00 Scale: 1/2' J-o NAME. Lan staff 5B00 vikoFES4!{3y WARNINGS: General Notes,unless otherwise noted: 9.d A 1.Read a[I General Notes and Warnings before construction of trusses, 1. Design to support loads as shown. 2.Builder and erection contractor should be advised of an General Notes and 2. Design assumes the top and bottom chords to be laterally braced at h. Q FILE NO.: 5B00 Warnings before construction commences. 2'-0 o.c.and at 10'-U'o.c.respectively unless braced throughout their 3.2:4 compression wet,bracing must be installed where shown+. ,3 9ih by Continuous sheathing, r� 4.All lateral force resisting elements such as temporary and permanent bracing, Ifllpact bridging or lateral bracing required where shown++ 4yi m 4. instal alien of Truss is the respponsibility of the respective contractor. e DATE: 10/30/2007 must be designed and provided by designer or complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, CompuTrus assumes ne responsibility for such bracing. and are for"dry condition"of use. .�.• tt��--�yrst�•sa r�/�j,f M S. No toad should be applied to any component untilatter all bracing and 6, Design assures full bearing at all supports shown.Shim of wedge It „ EXP.313 I109 DES. BY: EE fasteners era complete,and at no time should any loads greater than design neCesyary. loads be applied to any component. 7. Design assumes adequate drainage is rovided. /G�3i0�Dr G.CompuTrus has no eomrol over and assumes no responsibility for the S. Plates shaft be located off both faces a truss,and placed so their center ��! lines Coinade With'oint center lines. {f q t ��\Z'• S E 0. . 9688051 fabrication,handling,shipment and installation of components. 9. Digits indicate Size ofplate in inches. � �} 7.This design is furnished subject to the limitations an truss designs set forth 10.For basic desiggn values of the Co py Trus Plate,indicated by the Prefix by TPI in HIB-91 orTPUWTCA in BCSI 1-03 copies of which will be furnished C",see IC50 R 4211/ICC ESRm•2529, - CAL by campuTrus upon request. 11.The.CempuTrus Net Section Plate is indicated by the aprefix"CN"the designator(18J indicates i8 a.mafedal is used.AN others are 2b 9a. ll l l �A //\CLjm jTruE; Ina This design prepared from computer input by I lII 1I +I I� ��I III III I fl III NHEMIER TRUSS DMB trans ID: 224176 0 LUMBER SPECIFICATIONS TRUSS SPAN 101- 10.0- UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 437 W 1= 85 F SPECIE GRADE PANEL(S) SPACED 24,0' O.C. T 2= -542 6 2= 437 . TOP'CHOROS: T 3= -542 MSR 155OF 1- 4 LOADING T 4= 0 BOTTOM CHORDS: LL( 16.0)+DL( 14,0) ON TOP CHORD = . 30.0 PSF 2x 4 MSR 155OF 1- 2 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF BEARINGS 2x 4 HF STD/STUD 1 LOCATION REACTION REO'D AREA SO. IN. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP 0'- 0.0' 401 0.99 HF (405) ) 7C LATERAL SUPPORT <= 12"OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 8C LATERAL SUPPORT - 12"OC. UON. 101- 10,0" 401 0.99 HF (405) OVERHANGS: 17.3" 17.3' MAX LL DEFL - -0.007' (L/9999) @ 51- 5.0" LJ360 = 0.342" Reactions: 484 484 MAX TL DEFL = -0,018" {L/6833} @ 5'- 5,0' LJ240 = 0.513' MAX HORIZ. LL DEFL = 0.003" @ 101- 6.5' MAX HORIZ. TL DEFL = 0.007" @ 10'- 6.5' NOTE: Truss designed in accordance with 5.05-00 1 5-05-00 UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). 12 12 Max Calculated Uplift: Left = -49 Right = -49 5.00 L-- C-4x4.3 __j5.00 4.0" � I 2.1 " 0 0 0 0 C-2r5x4.3 C-1 ,5x2,6 C-2,5x4.3 1-04.00 10-10-00 1-04-00 Scale: 1/2' JOB NAME: Lan staff - 5B01 Q(tC1rESSJ�,y WARNINGS: General Notes,unless otherwise noted: l•� oo �1 1.Read all General Notes andwamings before construction of tmases, 1. Design to support bads as shown. 2.BuiMlerand erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 5B01 Warnings before construction commences. 7-0'o.c.and at 10'-0"a.c,respectively unless braced throughout their * ✓ 3.2x4 compression g ression web hracin must be installed where shown length by contiguous sheathing. [� R� +. 3. 2x impact bridging or lateral bracingrequired where shown++ Su 4.All lateral force resisting elements such as temporary and permanent bracing, 4. Installation of Cruss is the responsibility of the respective contractor. • CA I t: 1 0/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, ComPuTres assumes no responsibility for such bracing. and are for"d condition"of use. S.No bad should be applied to any component until after all bracing and 6. Design assum�s full bearing at all supports shown.Shim or wedge if 'EXP. 3131109 DES. BY: EE fasteners am complete,and at no time should any loads greater than design necessary bade be applied to any component. 7. Design asstxees ede uate drainage is Provided. In /,P✓50/D 6, CompuTrus has no control over and assumes no responsibility for the 8. Plates snail be locate on both faces of truss,and placed so their Center �G SEQ. . 3688052 fabricafien, lines ooincide with jantoenterlines. S `, handling,shipment and installation of components. 9. Digits Indicate size of plate in inches. r f EM�1�� T.This design is furnished subject to the limitations on truss designs set forth 10.For basic desiggn� values of the ComvpuTrus Plate,indicated by the prefix fiF by TPI in HIB-11 or TPlnnrTCA In BCsf 1-03 copies of which will be furnished "C",see ICBO-RR 4211 1 ICC ESR-2529, by h pr CAL by Compu7rus upon request. 11.designatopr(18 sir Net cates 18 Plate terialis fused:All others are 20 ga. Compl.TruS Inr,. This design prepared from computer input by ����I+ III IIII III II III III Ilil PREMIER TRUSS DMB Trans ID: 224176 0 (11 LUMBER SPECIFICATIONS TRUSS SPAN 21'- 8.5' UBC 971TPI SINGLE MEMBER FORCES 4WR GOF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 1382 W 1= -325 SIZE SPECIE GRAPE PANEL(S) SPACED 24.0" O.C, T 2= -1586 B 2= $81 W 2= 548 TOP CHORDS: T 3= -1424 B 3= 1333 W 3= 498 2x 4 MSR 165OF 1. 5 LOADING T 4= •1387 W 4= -286 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1524 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD - 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1- 4 BEARINGS <= BOTTOM CHORD CHECKEDFOR OPSF LIVE LOAD. TOP ION TO LATERAL SUPPORT 12"OC. UON, AND BOTTOM.GffOflD LIVE E LOADS LOCATION REACTION REO'D AREA SO. IN. S ACT NON-CONCURRENTLY. ( ) 8C LATERAL SUPPORT - 12"0C. LION. 0.. 0.0" 803 1.98 HF (405) 21'- 8.5" 803 1.98 HF (405) OVERHANGS: 17.3" 0.0" Reactions: 691 799 Truss designed for 4x2 outlookers. MAX LL DEFL = -0.046' (L/5510) @ 6'- 10.7" L/360 = 0.704' C-1x2.6 or equal at non-structural 2x4 let-ins of the same size and MAX TL DEFL = -0,107' (L/2369) @ 6'- 10.7" L/240 = 1.056' vertical members (uon). grade of structural top chord. Insure MAX HORIZ. LL DEFL = 0.016' @ 21'- 5.0' tight fit at each end of let-in. MAX HORIZ. TL DEFL = 0.038" @ 21'- 5.0' Connect with C-2.5x4.3 at each end and C-1.5x2.5 at center of board (u.o.n.). COND. 2: 3300.00 LOS DRAG LOAD. SHEARWALL 11.00 to 21.67 11-00-00 10-08-08 p I 0TE: TRUSS DESIGN ASSUMES UNIFORM v 12 C=4x4.3 12 SHEAR TRANSFER NOTE: Truss designed in accordance with 5.00 4 0 4X2 OUTLOOKER NOTCHED CUTWITHO� UBC 97 reflecting a 70 mph wind load CARE AT IN-LET AREAS ONLY. (enclosed structure, Exposure C, height to 30 feet). Max Calculated Uplift: Left = -43 Right = 0 C-2.5x3.4 C-1.5xil.3 o � C-2.5M C-2.5x4.3 0-3x4.3(S) C-2.5x4.3 C-UM4 C-2.5X3,4 AT DIAGONAL INLETS TYP. I. L 10-00-00 11-08-08 1-04-00 21-08-08 t Scale: 1/4" JOB NAME: Lan staff - 5C00 �VoFESSto,� WARNINGS: General Notes,unless otherwise noted: +✓{� �c O p 4 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. 2. Builder and erection contractor should be advised of all General p➢mes and 2. Design assumes the top and bottom chords to be laterally braced at A, FILE NO. : 5C00 Warnings before constmchon commences. 21 o.c.and at lo'-0"o.c.respectively unless braced throughout their length continuous sheathin 3.2x<compression web bracing must be installed where shown+, 3, 2x fin act bndyging or lateral Acing required where shown++ f� � 4 mustlateral be designed elements such as temporary and permanent bracing, 4. InstalPation of bliss Is the re onsil5lily of the respective contractor. >1' DATE: 10/30/2007 provided by designer or complete structure. 5. Design assumes trusses are to be used in anon corrosive environment, No load s s assumes no respgnsibiliTy Tar sucb bracing. and are for"dry conditlon"of use. 31 �. 5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3) E/09 DES. BY: EE lastenem are complete,and at no time should any loads greater than design necessary- loads be applied to any component. responsibility for the 7. Design assumes adaquale drainage is provided. 6. CompuTrus has no central aver and assumes no resp a. Plates shall be locate on both faces of truss,and placed so their center Sr9 ( r1V �titr SEG. lines coincide with joint center lines. : 3688053 fabrication,handling,shipment and installation or components. 9. Digils indicate size of plate in inches. T 7.This design is furnished subject to the limitations on truss designs set forth 10,For basic design values of the CompuTrus Plate,indicated by the prefix by TPI in HIB-91 or TPVWTCA in SCSI 1-03 copies of which will be furnished CC%see ICBORR 4211 1=ESR-2529. by CompuTrus upon request. 1 L The Corn rus Net Section Plate is indicated b the prefix"CN" the designator(18)indicates 18 ga.material is used.All others are 2b g , • JII� i�II� CompuTrus Inc. This design prepared from computer input by !��r� II��IJ I� I I1III1IIII 1III IN PREMIER TRUSS DMB Trans ID: 224176 0 LUMEER SPECIFICATIONS TRUSS SPAN 21'- 8.5' UBC 97/TPI SINGLE MEMBER FORCES 4WR1GDF1Cq=1.25 TCM LOAD DURATION INCREASE = 1,25 + T 1= 0 B 1= 1382 W 1= -325 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' D.C. T 2= -1566 6 2= B81 W 2= 548 S TOP CHORDS: T 3= -1424 6 3= 1333 W 3= 496 2x 4 MSR 1650F 1- 5 LOADING T 4= -1387 W 4= -286 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1524 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1- 4 BEARINGS BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP SO, IN.) AREA REACTION REO TC LATERAL SUPPORT <= 1210C, UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION ( ) BC LATERAL SUPPORT <= 12"OC. LION. 01- 0.0" 803 1.96 HF (405) 21'- 6.5" 803 1.96 HF (405) OVERHANGS: 17.3' 0.0" Reactions: 691 799 MAX LL DEFL = -0.046' (1./5510) @ 6'- 10.7" 1.1360 = 0.704" MAX TL DEFL = -0.107" (1.12369) @ 6'- 10.7" L/240 - 1.056' MAX HORIZ. LL DEFL = 0.016" @ 21'- 5.0" MAX HORIZ, TL DEFL = 0.038" @ 21'- 5 0" NOTE: Truss designed in accordance with UBC 91 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). Max Calculated Uplift: Left -43 Right = 0 11-00-00 10-08-08 12 C-4x4.3 12 5.00 L--- 4.0n a 5.00 C-1.5x2.6 C-1.5x2.6 OD CD 17171 CD to IIC 3x4.3 C-2.50.4 C-3x4.3(S) C-2.5x3.4 C-3x4.3 o 10.00-00 11-08-08 1-04-60 21-08-08 Scale: 1/4' JCB NAME: Lan staff - 5C01 Qp�FESSiav WARNINGS: General Notes,unless otherwise noted: f4d R �t `9l 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. `,�• '`� "'CqT�5�j� Z.Builder and emction contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO. : 5CD 1 Warnings before construction commences. 2'-0"o,e,and at 10'-O"o.c.respectively unless braced throughout their Cl 1-2x4 compression web bracing must be installed where shown+. length by copti�uous sheathing. r� 1-c•u 6,All lateral Force resistin elements such as temporary and permanent bracin 3, 2x Impact bndding or lateral bragng required where shown++ DATE T O 3C 2DD7 g P y P g. 4. Installation of((cuss is the responsibility of the respective contractor. L17J�✓'. / / must be designed and provided by designer of complete structure. 5. Design assumes trusses are 10 be used in a non-corrosive environment .• CompuTrus assumes no responsibility for such bracing. and are for"dry condilion"of use. 5.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXR 3131109 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. 1 loads be applied to any component. 7. Design assumes adequate drainage is provided. /Q/ is- s.Corn uTnn has no control over and assumes no responsibility 8. Plates shall be located on both faces of truss,and laced so their center p ponsibibry for the Ines coincide with joint center Vines. p � 1 NG�� \1t` SEQ. : 3688054 fabrirallon,handling,shipment and installation of components. 9, Digits indicate size of plate in Inches. 7.This design is furnished subject to the limitations on truss designs set forth 10,YFor basic deslggn values of the ComppuTTrus Plate,indicated b the prefix ' by TPI in Iy11.91 or TPUMCA in BC811-03 copies of which will be furnished C',see 11080 R 4211 1 ICC ESR-2529. y p �F 1�A�-��� by CompuTrus upon request. 11.Tt1 CompuTrus Net Section Plate is indicated by the vretix"C N" the des' nator 18)indicates 18 ga.material is used.All others are 2h ga. IIIIIIIIIIIIIII ZICOMpiTrus Inc. This design prepared from computer input by lllllllllllllllllllllllllllllllllllllllllllll PREMIER TRUSS DMB Trans ID: 224176 LUMBER SPECIFICATIONS TRUSS SPAN 21'. 8,5' UBC 97/TPI SINGLE MEMBER FORCES 4WRIGDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.26 + T 1= 0 B 1- 1461 W 1= -270 SIZE SPECIE GRADE PANEI(S) SPACED 24,0' D.C. T 2- -16SO B 2= 1208 W 2= 274 TOP CHORDS: T 3= -1379 B 3=' 1391 W 3= -938 2x 4 lisp 1650F 1- 7 LOADING T 4= -327 W 4= -938 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -333 W 5= 106 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1371 W 6= 241 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1. 7 T 7= -1591 W 7= -192 -BC CONIC LL+pL= 75.0 LBS @ 11'- 6,0" TIC LATERAL SUPPORT <= 12"DC, UON. BC LATERAL SUPPORT <= 12"DC. UON. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP BEARINGS LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'D AREA (so. IN.) S OVERHANGS: 17.3" 0.0. 0'- 0.0" 840 2.08 HF (405)Reactions: 928 837 21'- 8.5" 841 2.08 HF (405) MAX LL DEFL = -0.050' (L/5069) @ 0'- 5,3" 1-1360 = 0.704' MAX TL DEFL = -0.124' (L/2044) @ 8'- 2.5' L/240 = 1.056' MAX HORIZ. LL DEFL = 0.018" @ 21'- 5.0" 11-00-00 10.08-08 MAX HORIZ. TL DEFL = 0.044" @ 21'- 5.0" I NOTE: Truss designed in accordance with 12 C-2.5x4.3' 12 UBC 97 reflecting a 70 mph wind load 5.00� C-4x4.3 a5.00 (enclosed structure, Exposure C, height to 30 feet). 4.On Max Calculated uplift: Left = -6 Right = 0 C-3x6 - C-3x6 0-1.5x2.6 co C-1.5x2.6 0 5 00-00 c 2X6 " co o� Fao C-3x4.3 C-4x6 C-4x6 C-3x4.3 C-3x4.3(S) C-2.5x3.4 ® C-2.5x3.4 C-2.5x3,4 �75# 10-00-00 11-08-08 1.04-00 21-08-08 Scale: 1/4" JOB NAME: Lan staff - 5CO2 WARNINGS: General Notes,unless otherwise noted: 'Q( 'C4� 1.Read an General Notes and Warnings belom construction of trusses. 1. Design to support loads as shown; 2-Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO. 5CO2 Warnings betnre construction commences. 2'-D'o.c.and at 10'-O"o.c,respectively unless braced throughout their 3. 2x4 compression web bracing must be installed whom shown+- far by continuous Sheathing, e pure d anent bracing, 3• 2x f wet bri i or lateral brawn required where shown++ 4.All lateral farce resistingelements such astern ryan peon mp 9. q by S� 4. Installation of cuss is the responsibility of the respective contractor. DATE: 10/30/2007 must be designed and provided by designer of complete stnrcture. 5- Design assumes trusses are o be used in a non-corrosive environment, CompuTrus assumes no responsibility for such bracing. and are for"d condition"of use. 5.No load should be applied to any component until after all bracing and s. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 DES, BY: EE fasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component 7. Resign assumes adequate drainage is�rovided. en, /q/30107 4- e. Plates shall be locates on both faces o truss,and placed so their center f/ S.CompuTrus has no control over and assumes no responsibility for the lines QDIdicat with joint Center lines. p f. Nt1 SEQ. : 368805 5 fabrication,handling,shipment and installation of components. 9. Dl91ts indicate 51Ze of plate In Inet1@S. T,!/ �'•�1 7.This design is furnished subject to the limitations on truss designs satiorth 10.For basic tlesi n values of the ComopuTrus Plate,indicated by the prefix Q by TPI in HIB-91 or TPVWTCA in SCSI 1-03 copies of which will be fumished C',see ICROgRR 42111 ICC ESR-2529. �F CALtE by CompuTms upon request. 11.The CompuTrus Net Section Plate is indicated b.the prefix"CN" the tlesignator(19 indicates 18 ga.material is used.All others are 26 ga. e C❑mpuTrus Inc. This design prepared from computer input. by I�IIIII f IIf I!�If 11I II�I�III Trans ID: 224176 PREMIER TRUSS DMB a o 1 LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0,0' UBC 971TPI SINGLE MEMBER FORCES 4WR/GDFJCq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 1487 W 1= -260 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2- -1678 a 2= 1243 W 2- 273 . TOP CHORDS: T 3= -1413 B 3= 1489 W 3= -967 2x 4 MSR 165OF 1. 7 LOADING T 4= -335 W 4= -967 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -335 W 5= 110 2x 4 MSR 1650F 1- 3 OL ON BOTTOM CHORD = 7.0 PSF T 6= -1414 W 6= 274 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1- 7 T 7= -1680 W 7= 263 -SC CONC LL+DL= 75.0 LBS @ 111- 0.0' TC LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT - 12'DC. LION. BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP BEARINGS LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'D AREA (SO. IN.) OVERHANGS: 17.3' 0,0" 0'- 0.0' 852 2.10 HF (405) Reactions: 939 847 22'- 0.0' 851 2.10 HF (405) MAX LL DEFL = -0.046" (L/5586) @ 131- 9,5" L/360 = 0.714" MAX TL DEFL = -0.113" (L/2274) @ 13'- 9.5" 1_/240 = 1.071" MAX HORIZ. LL DEFL = 0.019' @ 211- 6.5' MAX HORIZ. TL DEFL = 0.046' @ 21'- 6.5' ND, 2t 1500.00 IRS DRAG LOAD. NOTE: Truss designed in accordance with • UBC 97 reflecting a 70 mph wind load 11-00-00 11-00-00 (enclosed structure, Exposure C, height to 30 feet). 12 Max Calculated Uplift: Left = -5 Right = 0 5.00� CC�41�4433 12 5.00 4.0" C-3x6 C-3x6 + 0-1.5x2.6 0-1.5x2.6 o , 5-00-00 0 2X6 o _- - O • �� C-2.5x6 C-4x6C-3x6(S) C-46 C-2.5x6 4 0 C-2.5x3.4+C-2.5x3,4+C-2.5x3.4+ i �1 75# 10-00-00 12--00-00 e 1-04-00 22-00-00 Scale: 1/4' J08 NAME: Lan staff - 5CO3 Q;~OFESStp/y WARNINGS: General Notes,unless otherwise noted: 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the lop and bottom chords to be laterally braced at FILE NO.: 5CO3 Warnings before construction commences. 2'-0"o.a and at 10'-0"o.c.respectively unless braced throughout their { Z 3, 2x4 compression web bracing must be Installed where shown+. 3 i ,?th by continuous sheathing. a,All lateral force resisting elements such as temporary and permanent bracing, mead bridging or lateral bracing required where shown++ fit DATE' 10 30 2007 must be desi a and 4. Installation of truss is the respponsibility of the respective contractor. t �D / / designed provided by designer of complete structure. 5. Design assumes trusses are 10 be used In a non-Corrosive environment. CompuTrus assumes no responsibility far such bracing, arid are for"di condition"of use. - �.• 5, No load should be applied to any component until after all bracing and 6. Design assumi3s fua bearing at all supports shown.Shim or wedge if EXP.3131/09 DES. BY: EE tastenets are complete,and at no rime should any loads greater than design '""So Cl / loads be applied to any component. 7. Design.S3umes adeVuate drainage IS provided. t;tJ I4�30,P7 6.CompuTrus has no control over and assumes no responsibility for the e. Plates shall be located on both faces of truss,and placed so their center L�f t�'f� (GIl4 SEQ/� lines COInCItle with joint center lines. sj'QT Z L-'N 4�`1` . : 3688056 fabrication,handling,shipment and Installation or components. 9. Dgits indicate size of plate in inches. T.This design is furnished subject to the limitations on truss designs set forth 10.For basic desigt1n values of the ComppuTrus Plate,indicated b the prefix by TPI In HIS-91 or TPVWTCA in SCSI 1-03 copies of which will be furnished C",see ICHO�tR 4211/ICC ESR-2529. y P OF CAII�� by CompuTrus upon request. 11.The CompuT us Net Section Plate is indicated b the fefix"CN" the desi nator(18)indicates 18 a.material is usedYgM o�tiers are 2b ga. • I�IIII I] II llll /"�CampuTrys Inc. This design prepared from computer input by I IIIIII I�III Ill) �I ll I I�II�I I�I�I III PREMIER TRUSS DMB Trans I1 2 74 of117 F2x MBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" UBC 971TPI SINGLE MEMBER FORCES 4WR/GOF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= O 6 1= 1486 W 1= -260 SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -1678 8 2= 1242 W 2= 273 • TOP CHORDS: T 3= -1413 B 3= 14BB W 3= -967 MSR 165OF 1- a LOADING T 4= -335 W 4= -967 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -335 W 5= 110 2x 4 MSR 166OF 1- 3 OL ON BOTTOM CHORD = 7.0 PSI T 6= -1413 W 6= 273 WEBS: TOTAL LOAD = 37.0 PSF T 7= -1678 W 7= -260 2x 4 HF STDJSTUD 1- 7 T 8= 0 • -BC CONC LL+DL= 75,0 LBS @ 11'- 0,0" TC LATERAL SUPPORT <= 12"OC. UON. BC LATERAL SUPPORT <= 12'OC. UON. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARINGS DVERHANGS: 17.3' 17.3" LOCATION REACTION AEO'D AREA (90. IN.) • Reactions: 935 935 01- 0.0" 851 2.10 HF (405) M. •0.0. 852 2.10 HF (405) MAX LL DEFL = -0.046' (L/5586) @ 13'- 9.5" LJ360 = 0.714' 11-00-00 11 00 00 MAX TL DEFL = -0.113" (L/2274) @ 13'- 9.5" L/240 = 1.071' MAX HORIZ. LL DEFL = 0.019' @ 21'- 8.5' I I MAX HORIZ, TL DEFL = 0.046' @ 21'- 8.5' 12 C-2.5x4.3 12 NOTE: Truss designed in accordance with i 5.00L__ C-4x 4,3 Q 5"00 UBC 97 reflecting a 70 mph wind load 4.0" (enclosed structure, Exposure C, height to 30 feet). C-3x6 C-3x6 Max Calculated Uplift: Left = -2 Right = -2 C-1.5x2.6 co C-1.5x2.6 a 5.00-00 `,' 0 2X6 a -3x4.3 C-46 0-46 C-3x4.3 FI C-3x4.3(S) C-2.5x3.4 C-2.5x3.4 C-2.5x3.4 75# 10-00-00 12-00-00 1-04-00 22-00-00 1-04-00 B Scale: 1/4" JOB NAME: Lan staff - 5CO4 p�OFESS/C WARNINGS: General Notes,unless otherwise rioted: !tea�+{ 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. R�Q" \ 'C 2.Builder and erection contractor should be advised of all General Nate.and 2. IDe3i9,n assumes the top and bottom chords to be laterallyy braced at 0. � FILE NO. : 5004 Warnings before construction commences. 2'-0'O.C.and al 10'-0"o.c.respectively unless braced In o {ughoul their C? 3.2x4 compression web bracing must be installed where shown+, length by continuous sheathiffl1gg Sa l ftT 4.AFL lateral force resisting elements such as temporary and permanent bracing. 3, 2x forpact bridging or lateral bf8gfl9 required where shown++ ,fyf 1rt DATE: 10 30 2007 must be designed and rovided a deli 4. installation of Fuss is the responsibility of the respective contractor. qp / / g p y designer of complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, . CompuTrus assumes no responsibility for such bracing. and are for"dry condition"of use. . .S.No load should he applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if E?C P. 3/311019 DES. BY: EE fasteners are complete,and at no three should any loads greater than design necessary. 7 p y component. 7. Design assumes adequate drainage Is rovided. [1 /9�'3a/0• t loads be applied to an 8. Plates shall be located on both faces of truss,and placed so their center f[.� V SEQ. . 3688057 6. Cbric. us hasnacanfroloverandassumesnorespensibilkyforthe lines coincide with joint center lines.fabric. Lion,handling,shipment and installation of components. 9. Digits inchoate size of plate in inches. T 7.This design is furnished subject to the limitations on truss designs set forth 10.For basic desiggn values of the ComppuTrus Plate,indicated by the prefix rF�F by TPl in HIB-91 or TPtnWCA in DC511-03 copies of which wilt be furnished C"e see ICBO RR 42111 ICC ESR-2529. CAL by CompuTrus upon request. 11 de Sig allay(18 sindicates 18 Plate melee all s used.the are 2b the Illll IIIIIfIII C❑mpuTrus IIIC. This design prepared from computer input by I II!I i I III IIIII III IIII II II E 11 PREMIER TRUSS DMB Trans ID: 224176 7.4.QT(1L)-E F2x MBER SPECIFICATIONS TRUSS SPAN 22'- 0,0- UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1,25 T 1= 0 B 1= 1405 W 1= -324 SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -1591 B 2- 906 W 2= 547 eTOP CHORDS: T 3= -1450 B 3= 1405 W 3= 547 MSR 165OF 1- 6 LOADING T 4= -1450 W 4= -324 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1591 MSR 1650F 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF HF STDISTUD 1- 4 BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD, TOP BEARINGS LOCATION REACTION REOD AREA S0. IN. TC LATERAL SUPPORT <= 12'DC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. O ' BC LATERAL SUPPORT - 12'OC. UON. ( ) 01- 0.0' 814 2.01 HF (405) OVERHANGS: 17.3" 17.3' 22'- 0.0' 814 2.01 H= (405) Reactions: 897 897 MAX LL DEFL = -0.048' (L/5354) @ 15'- 1,3- L/360 = 0.714" MAX TL DEFL = -0.112' (1-12294) @ 15'- 1.3' L/240 1.071' MAX HORIZ, LL DEFL = 0,017' 0 21'- 8.5' MAX HDRIZ. TL DEFL 0.040" 0 21'- 8.5' NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). S Max Calculated Uplift: Left = -40 Right = -40 11-00-00 11-00-00 12 C-44.3 12 5.00L___ 4.0" 5.00 • a C-1.5x2.6 C-1.5x2.6 0 0 o C-3x4.3 C-2.50.4 C-3x4.3(S) 0-2.5x3.4 C-3x4,3 o L• L I, 10-00.00 12-00-00 1-04-00 22-00-00 1-04-00 Scale: 1/4' JOB NAME: Langstaff - 5CO5 1 E WARNINGS: General Notes,unless otherwise noted: CG® 1.Read all General Notes and warnings before construction of trusses, 1. Design to support bads as shown, 2.Builder and erection contractor should be advised of all General Notes and 2. Desgn assumes the top and bottom chords to be laterally braced at FILE NO.: 5CO5 Warnings before construction commences. 2'1 o.a and at 10'-0"o,o.respectively unless braced throughout their �+ t 4.2x4 compression web bracing must be installed where shown+. le th by Continuous sheathing. GJ rn 3. 2x m ad bridging or lateral bracing required where shown++ 4,All lateral Force resisting elements such as temporary and Permanent bracing, ttrrli]l p L 4. Instal ation of ss Is the responsibility of the respective contractor. 4 DATE: 10/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, Ca mp"Trus assumes no responsibility for such bracing. and are for"dry condition"of use, .* s. Na load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if 1=XP 3/31M DES. BY: £E fasteners are complete,and at no time should any].ads greater than design necessary leads be applied to any component. 7. Design assumes adeq vale drainage is rovided. Ll /9I'30I0! S.CompuTrus has no control over and assumes no responsibility for the 8. Plates shall be located on both faces ofPtruss,and placed so their center Jr� SEQ. 3688058 lines coincide with jointCenlerlines. fabrication,handling,shipment and instanaiion of components. 9, Digits(fldiCai9 size of plate In inches. 7.This design is furnished subject to the limitations on truss designs set torch 10.For basic dasi n values or the Comppu29.s Plale.indicated by the prefix �C1F �Q by IN in HIS-91 or TPDWTCA in BCs]1-03 copies of which will be furnished C",see ICB0�2R 42111 ICC ESR-2529. .IC by compuTrus upon request. 11.The.CompuTrus Net Section Plate is indicated b the prefix"CN" the des nator 18)Indicates 18 a materal is usedYAll op ers are 2b ga. S I I ��III I fl I� I 11-\CompuTrus Inc. This design prepared from computer input by E�Illl it�I �II IIII III 111 [II MIN PREMIER TRUSS DMB trans ID: 224176 0 LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" UBC 971TPI SINGLE MEMBER FORCES 4WR/GUF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 1405 W 1= -324 SIZE SPECIE GRADE PANELS) SPACED 24.0. O.C. T 2= -1591 B 2= 906 W 2= 547 e TOP CHORDS: T 3= -1460 8 3= 1405 W 3= 547 2x 4 MSR 165OF 1- 6 LOADING T 4- -1450 W 4= -324 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1591 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF . STD/STUD 1- 4 BOTTOM CHORD CHECKED FOR 10PSF LIV£ LOAD. TOP TC LATERAL SUPPORT <= 12"OC. UDN. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARINGS 8C LATERAL SUPPORT <= 12"OC. UON. LOCATION REACTION REO'D AREA (SO, IN.) 01- 0.0" 814 2.01 HF (405) OVERHANGS: 17.3" 17.3. 22'- 0.0" 814 2.01 HF (405)Reactions: 897 B97 C-1x2.6 or equal at non-structural MAX LL DEFL = -0.048" (L/5354) @ 15'- 1.3" L/360 = 0.714" vertical members (uon). MAX TL DEFL = -0.112" (L/2294) @ 15'- 1.3" L1240 = 1.071" MAX HORIZ. LL DEFL = 0.017" @ 21'- 8.5" MAX HORIZ. TL DEFL = 0.040" @ 211- 8.5" Truss designed for 4x2 outlockers. OND. 2: 2900.00 LBS DRAG LOAD. 2x4 let-ins of the same size and grade of structural top chord. Insure SHEARWALL 0.00 to 22.00 tight fit at each end of let-in, Connect with C-2.5x4.3 at each end andNOTE: TRUSS DESIGN ASSUMES UNIFORM' C-1,5x2.6 at center of board (u.o.n.). SHEAR TRANSFER 11 -00-00 1 11-00-00 NOTE: Truss designed in accordance with 4X2 OUTLOOKER NOTCHED CUT WITH UBC 97 reflecting a 70 mph wind load 12 C Axel.3 CARE AT IN-LET AREAS ONLY. 12 (enclosed structure, Exposure C, height to 30 feet). 5.00L-- 4.0" Q5.00 Max Calculated Uplift: Left = -40 Right = -40 C-1.5x4.3 C-1.5x4.3 0 0 c C-3x4.3 C-2.5x4.3 C-3x4.3(3 C-2.5x4.3 C-U4.3 L y L 10-00-00 12-00-00 L L 1-04-00 22-00.00 1-04-00 Scale: 114' JOB NAME: Lan staff - 5C06 ��Q���S/�� WARNINGS; General Notes,unless otherwise noted- 1.Read all General Notes and Warnings before Construction of trusses. 1. Design to support loads as shown. 2.Builder and erection contractor should be advised of all General Notes and 2. Destgo assumes the tap and bottom chords to be laterally braced at FILE NO. : 5CO6 Warnings before construction commences. 2'-D`o.c.and at 10'0"o.c,respectively unless braced throughout their V ( 2 length continuous sheathing, �? { 3. 2.4 compression web bracing must he installed where shown+. rag � 9• r."1 r[t 4.All lateral force resisting elements such as temporary and permanent bracing, 3 2x Im ad bridging or lateral bracing required where shown++ .� DATE: 10/30/2007 must be designed and provided b designer of complete structure. 4. Instalaaton of truss is the respponsibilil of the respeUve contractor. xr y g 5. Design assumes trusses are t0 be us�d in a non-corrosive environment, compurrus assumes no responsibility for such bracing. and are for dry condition"of use. 5.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 DES. BY: EE fasteners are c-mpfete,and at no time should any loads greater than design necessary. loads be applied 1-any-empenent. 7. Design assumes adequate drainage is�rovitletl. 6. CompuTnes has no control over and assumes no responsibility for the 8. Plates shall.be locateC on both faces o truss,and placed so their center lines coincide with joint center lines, iSJ� �NG^��5+ �P SEQ. . 3688059 fabrication.handling,shipment and installation of components. 9. Digits indicate SIZe of plate in inches. 7.This design is furnished subject to the limitations on truss designs set forth 10.For basic design Values of the ComppuuTrus Plate,indicated b the prefix by TPf'rn HIS-91 or TPU4vTCA In SCSI 1-03--peas of which will be furnished "C see ICod 4211!ICC ESR-2529. y P OF CAL1Fa by C-mpuTrus upon request. 11.The CompuTfull Net Section Plate is indicated by the refix"CN" the designator 18 indicates 18 o.material is used.All ce hers are 2b ga. III I1 �II1 C[3 PJL1TC'L)5 `nc This design prepared from computer input by I I�IIII I I � II�II IIIII II�II IIII!III II PREMIER TRUSS DMB Trans ID: 224176 7. LUMBER SPECIFICATIONS TRUSS SPAN 18'- 8.5- UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF1Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 1147 W 1= -332 SIZE SPECIE GRADE PANEL(S) SPACED 24.0. O.C. T 2- -1308 6'2= 637 W 2= 558 • TOP CHORDS: T 3= -1167 B 3= 40 W 3= •161 2x 4 MSR 1650F 1- 4 LOADING T 4= -660 W 4= 535 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF W 5= -679 2x 4 MSR 1650F 1- 3 OL ON BOTTOM CHORD = 7.0 PSF WEBS; TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD 1- 5 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS TC LATERAL SUPPORT <= 12'OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, LOCATION REACTION REO'D AREA (80. IN.) BC LATERAL SUPPORT <= 12"OC. UON. 01- 0.0' 698 1.72 HF (405) 18'- 8.5" 686 1.69 HF (405) OVERHANGS: 17.3' 0.0" Reactions: 786 682 MAX LL DEFL = -0.029" (L/7499) @ 6'- 10.7' L/350 = 0.604' C-1x2.6 or equal at non-structural MAX TL DEFL = -0.069" (L13152) @ 61• 10"7' L/240 = 0.906' vertical members (uon). MAX HORIZ. LL DEFL = 0.009" @ 18'- 6.7" MAX HORIZ. TL DEFL = 0.020" @ 18'- 6,7- COND. 2. 3300.00 LRS DRAG_L Truss designed for 4x2 outlookers. NOTE: Truss designed in accordance with 2x4 let-ins of the sane size and UBC 97 reflecting a 70 mph wind load grade of structural top chord. Insure (enclosed structure, Exposure C, height to 30 feet). tight fit at each end of let-in. COnnect.with C-2.5x4.3 at each end and Max Calculated Uplift: Left = -71 Right = -77 C-1.5x2.6 at center of board (u.o,n.)" 11-00-00 7-08-08 I I 12 C-4x4.3 12 ` 5.00 1-- 4.0" �15.00 4X2 OUTLOOKER NOTCHED CUT WITH CARE AT IN-LET AREAS ONLY. C-2.5x3.4 C-4x4.3 w 0 0 co 0 IC-4x4.3 C-3x4.3 C-4x4.3 C-5x6 1-04.00 18-08-08 Scale: 114' wARNINrS: General Notes,unless otherwise noted: © t y9 1. Read all General Notes and Warnings before construction of trusses. 1. Design t0 support loads as shown, '�1�'���� 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the tog and bottom chords to be laterally braced at 1� G FILE NO. 5C•07 Warnings before construction commences. 2'-0"o.c.and at 10'-0"b.c.respectively unless braced throughout their V 3 lleeripth by continuous sheathing, 7. 2x4 compression web booing must be installed where shown+. ff D (? _ 4,All lateral torte rasistin laments such as fem ore and mpacl bridgying or lateral bracing required where shown++ 9 e p ry permanent bracing, 4. InstalfaUon of fuss is the feypponsibility of the respective contractor. cc . DATE: 10/30/2007 must be designed and provided 6y designer of complete structure. 5, Design assumes trusses are to be used in a non-corresive environment, CompuTrus assumes no responsibility for such bracing. and ale for"dry condition"Of use. 5. No load should be applied to any component until after all bracing and 8. Design assumes full bearing at all supports shown.Shim or wedge if EXP. 3131/09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. 1 loads be applied to any component. 7. D@Sign assumes adequate drainage is provided. /9�"�(C' s.cam Traa has no control over and assumes no responsibility 8. Plates shall be located on both faces of truss,and laced so their center pu ponsibility for the lines coincide with joint center lines, P SEQ. : 3688060 fabrication,handling,shipment and installation of components, 9, Digits Indicate size of plate to inches. 7.This design is furnished subtect to the limitations on truss designs set forth 10.For basic desi n vattl s Of the Com uTrus Plate,indicated b the prefix r cc�� q by TPI in HIB-91 or TPIIWTCA in SCSI 1-03 copies of which will be furnished C 1.see IC80TtR 4211 1 ICC ESR-2529, y by CompuTms upon request. 11.de5lgnatbfu 1B Indlgtes 18 aamateria iisstused.All others a e 2btha. 111 f Illll 11\CQMP....LUT11'rUJ9 Inc. This design prepared from computer input by Illllll11111111111111111111 Hill 111111111 IN PREMIER TRUSS 17M8 Trans I0: 224176 7 4.OT [2x MBER SPECIFICATIONS TRUSS SPAN 18'- 8,5' USG 971TP1 SINGLE MEMBER FORCES 411R/GDF/Cq=1.25 TOM LOAD DURATION INCREASE = 1.25 + T 1= 0 8 1= 1147 W 1= -332 SPECIE GRADE PANEL(S) SPACED 24,0' O.C. T 2= -1308 8 2= 637 W 2= 55B TOP CHORDS: T 3= -1167 8 3= 40 W 3= -161 MSR 1650E 1- 4 LOADING T 4= 660 W 4= 535 BOTTOM CHORDS: LL( 16,0)+DL( 14,0) ON TOP CHORD = 30.0 PSF W 5= -679 MSR 1650F 1- 3 OL ON BOTTOM CHORD = 7.0 PSFWEBS: TOTAL LOAD = 37.0 PSF HF STO/STUD 1- 5, BEARINGS BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LOCATION REACTION REO'D AREA (SO. IN.) ERAL SUPPORT <= 12"OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 0'- 0.0' 698 1.72 HF 405ERAL SUPPORT <= 12"OG. UON: ( ) IS'- 8.5' 686 1.69 HF (405) NGS: 17.3' 0.0' Reactions: 786 682 MAX LL DEFL = -0.029- (L/7499) @ 6'- 10.7" 1_1360 = 0.604" MAX TL DEFL = -0.069' (1-13152) @ 6'- 10.7' 1_1240 = 0.906" MAX HORIZ. LL DEFL = 0.009' & 18'- 6,7' MAX HORIZ. TL DEFL= 0.020' @ 18'- 6.7' NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). . Max Calculated Uplift: Left = -46 Right 0 11700-00 7-08-08 12 C-4x4.3 12 5.00 L__ 4.0" C-1.5x2.6 C-2.5x3.4 aco 0 o co 0 o IC-2.5x4.3 C-2.50.4 C•2.5x3.4 C-1 .5x2.6 �6 L 1 04-00 18-08-08 f Scale: 1/4' JOB NAME: Lan staff SC08 QFp1:ESSIQh WARNINGS: General Notes,Unless otherwise noted: !�� 1.Read all General Notes and warnings before construction of trusses. 1. Design to support loads as shown. (4'Q` '`"�S� w /�y 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at �, FILE NO. : 5008 Warnings hafem construction commences. 2'-0"o.c,and at 10'-D"o.c,respectively unless braced throughout their GJ � , 3.2x4 compression web bracing must be installed where shown+. length by continuous Sheathing. f� 4.All latent torte resisting elements such as temporary and 3. 2x impact bridging or lateral bracing required where shown++ p ry parmanerd bracing, a. InstalPation of(fuss Is the responsibility of the respective contractor. [K DATE: 1 0/301 2007 most be designed and provided by designer of complete structure. 5" Design assumes trusses are to be used in a non-corrosive environment, compuTrus assunms no responsibility for such bracing. and are for"dry Condition`of use. . s. No load should be applied to any component until aver all brecing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXR 3/31/09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary loads be applied to any component. 7. Design assumes adjusts drainage is provided C) 8. Plates shall be located on both faces of truss,and laced so their center S.Campd7rvs has no control over and assumes no responsibility for the P lines coincide with joint center lines. SEQ. : 3688061 fabrication,handling,shipment and installation of components. 9. Digits indicate size of plate in Nloltes. r 7.This design is furnished subject to the limitations on truss designs set forth 10.Fo«basic desiggnn values the CompuTrus Plate,indicated by the prefix by TPI in HIB-91 or TPI/WTCA in SCSI 1.03 copies of which will be furnished" "-,see IC80RR 42111 C ESR-2529. ��CAL11i by compurrus upon request. 11.The"CompuTrus Net Section plate is indicated by the refix"CN the designator 18 indicates 18 ga.material is used.Ali oilers are 2b o. to CompuTrus If1C. This design prepared from computer input by I Il�lll I1IAI IIII �III�II�I�IIIII II I I II PREMIER TRUSS DMB Frans ID: 224176 [2x UMBER SPECIFICATIONS TRUSS SPAN 18'- 8.5' UBC 971TPI SINGLE MEMBER FORCES 4WRIGOFICq=1.25 TCM LOAD DURATION INCREASE = 1.25 f T 1= 0 B 1= 1207 iv 1= -357 W 7= 872 SPECIE GRADE PANEL(S) SPACED 24,0' O.C. T 2= -1367 8 2= 879 W 2= 269 W 8= -731 TOP CHORDS: T 3= -1044 B 3= 43 W 3= -665 MSR 155OF 1. 6 LOADING T 4= -240 W 4= -665 BOTTOM CHORDS: LL( 16.0)+OL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -304 W 5= 75 MSR 165OF 1- 3 DI ON BOTTOM CHORD = 7.0 PSF 7 6= 982 W 6= 75 WEBS: TOTAL LOAD = 37.D PSF HF STDISTUD 1- 8 -BC CONC LL+pL= 75,0 LBS @ 11'- 0.0' TERAL SUPPORT <= 12'OC, UON. BEARINGS TERAL SUPPORT - 12'OC, LION. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP LOCATION REACTION REQ'D AREA (SO, IN,) LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 0'- 0.0" 729 1.80 HF (405) ANGS: 17.3" 0,0' 18'- 8.5" 730 1.80 HF (405) ions: 617 726 MAX LL DEFL = -0.103" (L12111) @ 81- 5.3' L1360 = 0.604' MAX TL DEFL = -0.276" (1-1788) @ 8'- 5.3' L1240 = 0.906' MAX HORIZ. LL DEFL = 0.009' @ IS'- 6.7' MAX HORIZ. TL DEFL = 0.022' @ IS'- 6.7" NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). Max Calculated Uplift: Left = -14 Right = 0 11-00-00 7-08.08 12 0-2.5x4 3 12 5.00 C-4x4.J ---J 5.00 4.0' d5r C-3x6 + C-3x6 0-1.5x2,6 m C-3x4.3 5-00-00 o 0 2X6 m 0 -2.5x4.3 C-4x6 C-4x6 0-1,5x2.61 C-2.5x3,4 C-2.5x3.4 C-2,5x3,4 y75# L 1-04-00 18-08.08 Scale: 1/4" JOB NAME: Lan staff - 5CO9 FE dir WARNINGS: General Notes,unless otherwise noted: fL� Qf 1.Read at[General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. 2.Builder and erection contractor should be advised of alt General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 5CO9 warnings before construction commences. 74 o.c.and at 10'-0"o.c.respectively unless braced throughout their 3, 2x4 compression web bracing must be installed where shown+, length by continuous sheathin r� 4,All lateral force resisting elements such as temporary and permanent bracing, 3. 2x impact brldping or lateral Acing required where shown++ DATE: 10 3� 2D07 must be designed and provided b deal p 4. Iflstallatan of Cfuss is the resDGnsibility of the respective contractor. ;G / / q p y designer of complete structure• 5. Design assumes trusses are 10 be used in a noncorrosive environment, CompuTrus assumes no responsibility for such bracing, and are for,dry condition"of use. 1 a ..A.. 5,No load should be applied to any component untilatter all bracing and S. Design assumes full bearing at all supports shown.Shim or wedge if 7S EX?3f31/09 7� DES. BY: LE fasteners are complete,and at no time should any loads greaterthan design necessary. loads be applied to any component. 7. Design assumes adequate drainage is provided. (? ,rJe3V r>7 6. CompuTrus has no control aver and assumes no responsibility for the B. Plates shall be located on both faces Of truss,and placed s0 their Center SEQ. 3688062 fabricatiun,handhn9,shi lines coincide with joint center lines, d+� •�) , �+ �j, shipment and installation of components. 9. Digits indicate size of plate in inches. 7.This design is famished subject to the limitations on truss designs set forth 10.For basic desi n values of the ComppuTrus Plate,indicated by the prefix �T�OE V�Q�` by TPI in HIB-91 or TPIIWTCA in SCSI 1-03 copies of which will be famished "C see ICB0 R 42111 ICC ESR-2529. CAL by CompuTrus upon request. 11.The CompuTrus Net Section Plate is indicated b the prefix"CN" the desi nator(18)indicates 18 ga.material is usedYAll others are 2b ga, �11 i I �!EIII CompuTrus Inc. This design prepared from computer input by I III�II 1�I If�I IIIII�I�I�f I+III I1�� PREMIER TRUSS Di Trans 1D: 224176 OF LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0- UBC 971TP1 2 MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 1 T 1= -2606 B 1= 2346 W 1= -342 W 7= 954 SIZE SPECIE GRADE PANEL(S) SPACED 24,0' D.C. T 2= -2768 B 2= 2362 W 2= 206 W 8= -2960 •• TOP CHORDS: T 3= -532 B 3= 2496 W 3= 65D W 9= 842 2x 4 MSR 165OF 1- 6 LOADING T 4= -466 B 4= 5156 W 4= -2070 W10= 2872 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -2642 B 5= 5132 W 5= -2010 2x 6 OF 02 1- 6 OL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF T 6= -7642 B 6= 6970 W fi= 236 2x 4 HF STUJSTUD i-10 *it-8C CONC LL+DL= 3020.0 LBS @ 1S'- 10,5' TC LATERAL SUPPORT <= 12'DC. UON. -Be CONC LL+DL= 75.0 LBS @ 11'- 0.0" BEARINGS BC LATERAL SUPPORT <= 12"DC. UON. LOCATION REACTION REO'D AREA (SO. IN.) LOADS AS GIVEN BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 01- 0.01 1251 2.00 OF (625) AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 22'- 0.0, 3472 5.56 DF (626) •' HANGER TO APPLY CONC. •( 2 ) complete trusses required. MAX LL DEFL = -0.020- (L/9999) @ 8'- 2.5- L/360 - 0.714" Join together 2 ply with 3"x,131 DIA GUN MAX TL DEFL = -0.241" L ) LOAD(S) 70 ALL MEMBERS. /1ofi6 nails staggered at: ( @ 13'- 9.5' L1240 = 1.071" 12' oc throughout 20 top chords, MAX HORIZ. LL DEFL = 0.006" @, 211- 8,5"' 12, oc throughout 2x6 bottom chords, MAX HORIZ. TL DEFL = 0.036" @ 211- B 5' 12' oo throughout webs. OND. 2: 1500-90 LOS DRAG LOAn. Note: Stagger splices on adjacent members. NOTE: Truss designed in accordance with USC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). TRUSS NOT SYMMETRICAL. ORIENT TION AS SHOWN. 11 00-00 11-00-00 12 C-2.50.3 12 5.00C- C-4x4.3 ---J5.00 � 4.0" C-3x6 C-3x6 C-2.5x3.4 o C-301.9 5-00-007 o C-3 0.4 2X4 - C-3x9.4 0 o C-1.5x2.6 C-50 C-5x5.I(S)C-5x6 C-1.5x2.6 C-2.5x3.4C-2.50.4 C-2.50.4 C-2.5x6 �75H :3020# f- 10.00-00 12-00-00 22-00-00 Scale: 3/15" J'?E NAAI,E. linos af` sclt WARNINGS: General Notes,unless otherwise noted: G p 7.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. CAP L Builder and erection contractor should be advised of all Gene 21 Notes and 2. Design assumes the lop and bottom chords to be laterally braced at �w Q �Q y� FILE NO. : 5C 10 Warnings before construction commences, 2'-O o.c.and at 10'-0"o.c.respectively unless braced throughout their c? �� 3,2a4 compression web bracing must be installed where shown*. length by eontinvous sheathing. r� d,All lateml force resisting elements such as temporary and permanent bracing, 3. Zx fmpaet britg or lateral bracing required where shown++ 4. installation of ffUss is the responsibility of the reepecttve tontrector- UATE: 10 J 30 J 2007 must be designed and provided by designer of comphle structure. 5. Design assurnes trusses are to be used in a noncorrosive environment, CompuTrus assumes no responsibilrty for such bracing, and are for dry condition"of use. 's.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 DES. BY: EE fasteners are complete,and at po time should any loads gmatertban design necessary loads be applied to any component. 7. Design assumes adeouate drainage is provided. n_ m/30/0, Q- 8. Plates shall be located on both faces of truss,and laced so their center ))-� 6.CompuTrus has no control over and assumes no responsibility forthe P Vl eKill r, SEQ. 3668063 fated cation,handing,shipment and installation of components, 9. lines coincide with joint center lines. Sr I V 7.This design is furnished subject to the limitations on truss designs set forth 0 Digits Indicate size of plate h inches. 9p >(1 10.For bash cast values of the ComppuTrus Plate,indicated by the prefix fi Q by TPI is Hrta-97 or 7PWVTCA in aCst 1-03 copies of which win be furnished "C",see ICBD�R 42111 ICC ESR-2529. QF CAME by compu7rue upon request. 1 i.The CompuTrus Net Section Plate is indicated by the prolix"CN" the designator(18)indicates 18 o.material is useq All oUters are 2b ga. 111I II I II IIII C❑mPL-Ti ru5 Inc. This design prepared from computer input by I Illlll IIIII Illll IIIII IIIII IIII hill IIII IIII PREMIER TRUSS DMB Trans ID: 224176 7 0 LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0" UBC 971TPI SINGtE MEMBER FORCES 441RIGUFJCt1=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 1649 W 1= -201 SIZE SPECIE GRADE PANEL S) SPACED 24.0' D.C. T 2= -1859 8 2= 1456 W 2= 277 �. TOP CHORDS: T 3= -1630 B 3=. 1994 W 3= -1156 2x 4 MSR 165OF 1- 8 LOADING T 4= -380 W 4= -1156 BOTTOM CHORDS: LL( 16.0)+DL( 14,0) ON TOP CHORD = ' 30.0 PSF T 5= -350 W 5= 131 2x 4 MSR 165DF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1709 W 6= 404 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STO/STUD 1- 7 T 7= -2251 W 7= -590 -TC UNIF LL+DL= 80.0 PLF •121- 0.0' TO 20'- 0.0' I T 8= 0 TC LATERAL SUPPORT <= 12'DC, UON. BC LATERAL SUPPORT <= 12'OC, UON. -BC CONC LL+DL= 75.0 LBS @ It'- 0.0'• BEARINGS OVERHANGS: 17.3' 17.3' BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LOCATION REACTION REO'D AREA (SO. IN.) Reactions: 1006 1213 LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 01- 0.0' 923 2.28 IF (405) 221- 0.0" 1130 2.79 IF (405) MAX LL DEFL = -0.046' (1-/5586) @ 13'- 9.6' L/360 = 0.714' MAX TL DEFL = -0.250' (L/1027) @ 131- 6.7' L/240 = 1.071" MAX HORIZ. LL DEFL = 0.019' @ 21'- 8.5' MAX HORIZ. TL DEFL = 0.056' @ 21'- a,5b IS DRAG LOA57 • NOTE: Truss designed in accordance with 11-00-00 11-00-00 UBC 97 reflecting a 70 mph wind load I (enclosed structure, Exposure C, height to 30 feet). 12 C-2.5x4.3 12 C-4x4.3 Q 5.00 4.0' C-3x6 - C-3x6 + C-1.SX2.6 co C-1 ,5x4.3 0 5-00-00 0 2XIS o a C'3x7.7 C-76C-3x6($) C-4x6 C-3x7.7 C-2.5x3.4+C-2.5x3.4+C-2,5x3.4+ 0 4 V759 10-00-00 12-00-00 1-04-60 22.00-00 1-04-00 Scale: 114" JOB NAME: Lan staff - 5C14 O9�,QFESS/0,t WARbnNGS: General Notes,unless otherwise noted: K j 1.Read all General Notes and Vyamings before construction of trusses, 1. Design to support loads as shown. irC- '`\ �� �1i 2. Builder and erection contractor should be advised of all General Notes and 2. Desi%n assumes the top and bottom chords to be laterally braced at FILE NO. : 5C 14 Warnings befnm construction commences. 7-0'a.c.and at 10%or,o.c,respectively unless braced throughout their y { 7.2a4l compression web bracing must be in.taned wt,ere shown+. lenff�l by continuous sheathing. C fn 4.All lateral force resisting elements such as temporary and permanent bracing, 3. Zx rmpaV bridging or lateral bracing required where shown++ y �y 4, installation of truss is the responsibility of the respective contractor. X1 DATE: 10/30/2007 must be designed and provided by designer of complete structure 5. Design assumes trusses are to be used in a non-corrosive environment, Comp.Tm.assumes no responsibility for such bracing. and are for"dry condition"of use. - r 5. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3/31/Q$ •' DES. BY: E E Fasteners are complete,and at no time should any loads greater than design necessary lead.be applied to any component. 7. Design assumes adequate drainage is provided. C� /0/30/ 8. Plates shell be locate on both faces o truss,and laced so their center SEQ. : 3688064 6.CompuTrus has li g,shipraverandassumesnoresponsibllryforehe P ✓/ ,'j�. P fabrication,handling, lines coincide with joint center lines. S Ltff 1 g,shipment and installation or components. g, Djgt1S indicate size of pieta In IfIChBs, T.This design is furnished subject to the limitations on tmss designs let forth 10.Fopr basic desi n values of the .0mgpTrus Plate•indicated by the prefix grlC 0� by TPI in HIB-91 or TPVWrCA in SCSI 1-03 copies of which will he furnished C',sae tC80 R 4211 f 1CC£SR-2529. p ��CAL•1� by Cempu7rus upon request. 11.designator u(100)ind Not 18 Plate is is indicated the All 0 hers are 2b the I III�I I�I tl I��I C❑mpuTrus f1C. This design prepared from computer, input by II I If I fl 1 I I �i II 1 ill II1I III PREMIER TRUSS DM8 Trans I 71II 224176 - FMZE UMBER SPECIFICATIONS TRUSS SPAN 22'- 0.0' UBC 97/TPI SINGLE MEMBER FORCES 4WRjGDFJCq=1.25 TCM LOAD DURATION INCREASE = 1,25 T 1= 0 B 1= 1544 W 1- -244 SPECIE GRADE PANEL(S) SPACED 24,0' O.C. T 2= -1742 B 2- 1314 W 2= 274 TOP CHORDS: T 3= -1487 B 3= 1763 W 3= -1016 1 166OF 1- 8 LOADING T 4= -364 W 4= -1016 BOTTOM CHORDS: LL( 16.C)+DL( 14.0) ON TOP CHORD - 30.0 PSF T 5= -350 W 5= 115 2x 4 NSA 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF376 WEBS: TOTAL LOAD 37.0 PSF T 6= -2050 W 7- 489 2x 4 HF 5TD/STUD 1- 7 T 7= -2050 W 7= -489 -TC CONC LL+OL= 320.0 LBS @ 201- 0.0' T 8= 0 TC LATERAL SUPPORT <= 12'OC, UON. -BC CONC LL+OL= 75.0 LBS @ 11'- 0.0' SC LATERAL SUPPORT <a 12'DC, UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS OVERHANGS: 17.3. 17,3' LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'O AREA (SO, IN.) Reactions: 960 1229 01- 0.0" 877 2.17 HF (405) 22'- 0.0" 1146 2,83 HF (405) MAX LL DEFL = -0.046- (L/5586) @ 13'- 9,5" L/360 = 0.714' MAX'TL DEFL = -0.154' (L/1668) @ 131- 9.5" L/240 = 1•D71' MAX HORIZ. ILL DEFL = 0.019' @ 21'- 8.5' MAX HORIZ. TL DEFL = 0.051' B 21'- 8.5' NOTE: Truss designed in accordance with • 11-00-00 11-00-DO UBC 97 reflecting a 70 mph wind load 20# (enclosed structure, Exposure C, height to 30 feet), 12 C-2.5x4.3 12 5.00� C-4x4.3 a 5.00 4.0' C-3x6 C-3x6 • C-1.5x4.3+ aco C-1.5x4.3 0 5-00-00 0 2X6 c o C-2.5x6+ C44x6 C-3x4.3(S) C-4x6 C-2.5x6 0 C-2.50.4+ C-2.5x3.4+C-2.5x3.4+ L �75# 10-00-00 12-00.00 1-04-00 22-00-00 1-04-00 Scale: 114' JOB NAME: Lan staff - SC15 rf�FESSfCt Q. WARNINGS: General Notes,ralless otherwise noted, 1.Read ae General Notes and Warnings before wnstruction of trusses. 1. Design to support loads as shown. ;4,Q� '���'CJ 7-Builder and erection contractor should be advised of all General Notes and 2. ppesipn assumes the top and bottom chords to be laterally braced at �`• �Q o` �r FILE NO. 5C 15 Warnings before construction commences. 2 0 o.e.and at 10'-0"O.C.resppectively unless braced throughout their ! 2 3.2x4 compression web bracing must be installed where shown+. Ian In by Continuous sheathing. CZ �11 4.All laterelforee resisting elements such as Wmparary and permanent bracing, 3. Idm ad bndging or lateral bracing requited where shown++ ,� tr 4. Installation of ttfuss is the res onsibility of the respective contractor. x1 DATE: 10/30/2007 must be designed and provided by designer of oomplete structure. 5. Design assumes trusses are 4o be used in a noncorrosive environment, • Compui assumes on responsibility for such bracing, and are for"dry condition"of use, s• No load sti. be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 DES. BY: E E fasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component- 7. Design assumes odequale drainage is provided. S.CompuTrus has no control over and assumes no responsibility for the 8. Plates shall be located on both faces of truss,and placed so their center V� l.�r SEQ. : 3688065 fabrication,handling,shipment and installation of components. lines Coincide with joint center Imes, tI'� ENG�N �Q 9. Digits indicate size of plate in inches. Jf T.This design is furnished subject to the limitations on truss designs set forth W,For basic deslIgg[[t1 values of the Com uTrus Plate,indicated by the prefix Tfi by TPI In Kai or TP1R'i in BC51 1-03 copies of which will be furnished "C",sae ICBO-RR 4211 1 ICC ESR-P2529, p QF CA1.� by CompgTrus upon request. 51 designaattor(18 sindicates 18 Plematerial S indicated otheErs are 2bt e. • II�Ilil�lll�lll CompuTrus Inc. This design prepared from computer input by II�III�IIIfAIII[�IIl��ll�lll�llll�llllllll Trans ID: 224176 PREMIER TRUSS DMB F2x MBER SPECIFICATIONS TRUSS SPAN 22'- 0,0' USC 97/TPI SINGLE MEMBER FORCES 4WR/GDFJCQ=1.25 TOM LOAD DURATION INCREASE = 1,25 T 1= 0 B 1= 1463 W 1= -322 SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -1554 B 2= 965 W 2- 545 TOP CHORDS: T 3= -1513 B 3= 1621 W 3= 702 MSR 1650E t- 6 LOADING T 4= -1834 W 4= -452 BOTTOM CHORDS: LL( 16.0)+OL( 14.0) OH TOP CHORD= 30.0 PSF T 5= -1906 MSR 1650F 1-•3 OL ON BOTTOM CHORD = 7,0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STOISTUD 1- 4 -TO CONC LL+DL= 320.0 LBS @ 20'- 0,0' BEARINGS 7C LATERAL SUPPORT <= 12'OC. UON. BC LATERAL SUPPORT <= 12"OC, UON. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP LOCATION REACTION HEQ'D AREA (SO. IN.) LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Or- 0.0" 940 2.07 HE (405) • OVERHANGS: 17.3" 17.3' 22'- 0.0" 1108 2.74 HE (405) Aeactions: 923 1192 MAX LL DEFL = -0.048' (L15354) @ IS'- 1.3' L/360 = 0.714' MAX TL DEFL = -0.125' (L12055) @ IS'- 1.3' L/240 = 1.071" MAX HORIZ, LL DEFL = 0.017' @ 21'- 8.5" MAX HORIZ. TL DEFL = 0.043' @ 211- 8,5" NOTE: Truss designed in accordance with u9C 97 reflecting.a 70 mph wind load (enclosed structure, Exposure Cr height to 30 feet). 0 Max Calculated Uplift: Left = -14 Right = 0 11-00-00 11-00-00 320# 12 C-4x4.3 12 5.00 L___ 15.00 4.0" M a C-1.5x2.6 C-1 .5x2.6 0 0 v o C-2.5x6+ C-2.5X4.3+ C-3x4.3(S) C-2.5x4,3 C 2.5x6 10-00-00 12-00-00 1-04-00 22.00-00 1-04.00 s Scale: 1/4" JOB NAME: Lan staff - 5C16 PooFESS/py WARNINGS: General Notes,unless otherwise noted: �C�©��(�1, �� t.Read all General Notes and Warnings before construclion of trusses. 1. Design to support loads as shown- 2.it 4M r and erection contractor should be advised of an General Notes and 2- Design assumes the top and bottom chords to be laterally braced at h �CZ p 0 FILE NO. : 5C16 Warnings beiore constnuc6on commancas. 2'-0"o.c,and at 10'-0"a.c,respectively unless braced throughout their `a tength b continuous sheathing. r 3. 2xd compression web bracing must be installed where Shown+- f y 9- .fJ rft 4.All lateral force fesisting elements such as temporary and permanent bracing, 3. 2x mp acl bridging or lateral braclna required where shown++ dyJ DATE: 1 D 30 2DQ7 4. installauon of�russ is the respponsibllit of the respective contractor. rK � / J must be designed and prodded by designer of complete structure, 5. Design assumes trusses are to be used in a non-corrosive environment, Compu Trus assumes no responsibility for such bracing. and are for"dry condtllon"of use. - S.No load should be applied to any component until after air bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge If EXP.3131/09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component. 7- Design assumes adanuate drainage is provided. /q�30�D 1 !� 6-CompuTrus has no control over and assumes no responsibility for the a- Plates shall be locate on both faces o truss,and placed so their center � (G�4 SEQ. : 3688066 fabrication,handling, tines coincide with joint centerlines, S 1� P shipment and installation ar components. 9- Digits Indicate size of plate In Inches. � � 7.This dasu3n is tumished subject to the limitations on truss designs satforth 10.For basic desi n values I the ComgTrus Plate,indicated by the prefix by TPI in HIS-91 or TPUWTCA in Best 1-03 copies of which will be furnished C•,see ICBO�R 4211 r.CC ESR-529. 4F e1:�-(� by CompuTms upon request. 11.The CDmpuTrus Net See ion Plate is indicated by the prefix"CN" the desi valor 18)indicates 18 ga.material is used.All others are 2b ga, • I���I�I I�I 4�II C❑mpuTrus Inc. This design prepared from' computer input by I Il�lll lII�I Ill�l III�I�I�II II�II Ilfl PREMIER TRUSS DMB Trans 1D: 224176 OT LUMBER SPECIFICATIONS TRUSS SPAN 22'- 0,0" UBC 971TPI SINGLE MEMBER FORCES 4WRIGDF/Cq=1,25 TCM LOAD DURATION INCREASE = 1,25 T 1= 0 B 1= 1565 W 1= -319 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2- -1766 B 2= 1071 W 2= 542 • TOP CHORDS: T 3= -1625 B 3= 1868 W 3= 841 2x 4 MSR 165OF 1- 6 LOADING T 4= -1678 W 4= -568 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -2126 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37,0 PSF 2x 4 HE STOISTUD 1- 4 -TC UNIF LL+DL= 80.0 PLF 121- 0.01 TO 201- 0.0" 1 BEARINGS TIC LATERAL SUPPORT - 12"OC. UON. LOCATION REACTION REO'D AREA (SQ. IN.) BC LATERAL SUPPORT <= 12"OC, DON, BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP LOADS AS GIVEN AND BOTTOM CHORD-LIVE LOADS ACT NON-CONCURRENTLY. 01- 0.01 885 2.19 HF (405) OVERHANGS: 17.3' 17.3' 22'- 0.0' 1092 2.70 HIE (405) Reactions: 969 1175 MAX LL DEFL = -0.048" (1-15354) @ 15'- 1.3' L1360 = 0.714" MAX TL DEFL = -0.142' (L11809) @ 15'- 1.3' L1240 = 1.071" MAX HOR1Z. LL DEFL = 0.017' @ 21'- 8,5" MAX HOR1Z. TL DEFL = 0.048" @ 21'- 8.5" COND. 2: 2900.00 LBO ORAG_LQAD NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load i� (enclosed structure, Exposure C, height to 30 feet). 11-00-00 I 11-00-00 12 C-4x4.3 12 5.00L--- 4,0" a 5.00 7 • C-2.5x3.4+ C-2.5x3.4 O 6 " C-3x7.7+ C-2,5x61 C-UlB(S) 0-2.5x6 C-3x7.7 10-00-00 12-OD-00 1-04.60 22-00-00 1-04-00 Scale: 114' JOB NAME: Langstaff - 5C17 WARNINGS: General Notes,unless otherwise noted: 1.Road 4 General Nobs and Warnings before construction of trusses, 1, Design to support loads as shown, 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at F I LE N0. : 5C 1] Warnings before construction commences. 2'-0"o.c.and at 10'-0"o.c.respectively unless braced throughout their �7 3.2c4 compressicn web bracing must be installed where shown*. 3 rut by Continuous sheathing. r� 4.All lateral force resisting elements such as temporary and permanent bracing, rut bdd99ing or lateral bracing required where showy)++ W DATE• 10130/2007 must be designed and provided by designer of corn hta structure. 4• In lion of ffuss is the resDonsibllity of the respective contractor. ,D P 5, Design assurnes trusses are to he used in a non-corrosive environment, CompuTms assumes no msponsibility for such bracing, and are for"d condition"of use. 4 5.No load should be applied to any component until after all bracing and 6. Design assumees full beating all supports shown.Shim or wedge if EXP.3131/09 DES. BY: EE fasteners are complete,and at no time should any loads greater Man design necessary. loads be applied to any component. 7. Design assumes adequate drainage is provided. s.CompuTrus has no contror over and assumes no responsibility for the 8. Plates shall be located on both faces of truss,and placed so their center ]/ SEG. 3668067 fabrication,handling,shipment and installation of components. Imes Coincide with joint canter,llnes. +S'T ` ENiG �P 9. Digits indicate size Cf plate in inches. r.This design is famished subject en the limitations on truss designs at form 10.For basic desig3n values of the ComppuTrus Plate,indicated h the prefix 1 �t by TPI in H19-91 or TPVWTCA in aC51 143 copies or which will be furnished C',see fC607tR 421 f! CC ESR-2529. y P �F inmff by co,npuTms upon request. 11.The CmpuTrus Net Section Plate is indicated by the prefix"CN" the des igr%lor 118)indicates 18 a,material is used.All others are 2b ga. e • Z�iimpuTrus Inc. This design prepared from computer input by Illllll4l11411!lIl44�11�l�lI�Il1�4l�uR�l Trans ID: 224176 PREMIER TRUSS OMB T [2x UMBER SPECIFICATIONS TRUSS SPAN 21'- 0.0- USC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 1317 W 1= -329 SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -1498 a 2= 858 W 2= 617 TOP CHORDS: T 3= -1465 B 3= 1317 W 3= 617 MSR 165OF 1- 6 LOADING T 4= -1465 W 4= -329 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1498 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF HF STD/STUD 1- 4 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS TERAL SUPPORT <= 12.00, UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'D AREA (S0. IN.) TERAL SUPPORT <= 12'OC. UON. 0'- 0.0" 777 1.92 HF (405) ANGS: 17.3" 17.3' 21'- 0.0' 777 1.92 HF (405) ions: 850 860 MAX LL DEFL = -0.044- (L/5568) @ 15'- 0.3' L1360 = 0.681" MAX TL DEFL = -0.103' (L/2378) @ IS'- 0,3' L1240 = 1.021" MAX HORIZ, LL DEFL = 0.015" @ 20'- 8.5" MAX HORIZ. TL DEFL = 0.035' @ 20'- 8.5" ONn. 2: 1500,,, -LRS_.DRAG LOAD. NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet), 10-06-00 10-06-00 Max Calculated Uplift: Left = -40 Right = -40 12 C-40.3 12 00 5.00� 4.0" 5. Y C-1.5x2,6 aC-1.5x2.6 o O C IC-3x4.3 C-2,5x4.3 C-2.5x4.3 C-3x4.3 o C-3x4.3(S) 8-00-00 13-00-00 1-04-00 21-00-00 1-04-00 Scale: 1/4' JOB NAME: Langstaff - 5D00 ® �� WARNINGS: General Notes,unless otherwise noted:' r. 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. (`�� '`� •6AR�1 f F� 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at y. b- 0 FILE NO.: 5 D00 Warnings before construction commences. 2'-0"o.c.and at 10'-0"o,c.respectively unless braced throughout their 1.2x4 compressi.oweb bracing must be hataned whereshown+, length by copyrtuous sheathing. 4.All laterellorce resisting elements such as temporary and permanent bracing, 3. 2X GmpaCt bridppirlg or lateral bracing required where shown++ ,ty rn 4. Installation of Cruss is the res onsibdily of the respective contractor. DATE: 10/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non-corrosive environment, ® Compuhus assumes no responsibility for such bracing. and are for'd Condition"of use. . . r - . 5. No load should be applied to any component until affair all bracing and 6. Design assum�s full bearing at all supports shown.Shim or wedge if EXP.3/31109 DES, BY: EE fasteners are complete,and at no time should any loads greater than design necessary loads be a fled to any component. 7. Design assumes adepauate drainage is rovided. 5.CompuTrus has no control over and assumes no responsibility for the a. Plates shall be located on both faces of truss,and placed so their center � {`V SEQ. : 3688068 fabrication.handling,shipment and ins4lintion of components. lines coincide with joint center lines. tSp �CNG �P 9. Digits indicate size of plate in inches. 7.This design is furnished subject to the limitations an truss designs set forth 10.For basic de I n values 0{{ he CompuTrus Plate,indicated by the prefix 9rF�� `t�Q by TPI in HIS-91 or TPINVTCA in SCSI 1-03 copies of which will be furnished "C' see ICB��RR 4211/ICC ESR-2529. Dy p CA by CompuTnn upon request. l} des ndnlor j,8 mthcales 18 aamatenall IDS indicated the All others are 2btga. • I Ilf I II I II Illl /\CompliTrus Inc. This design prepared from computer input by I�Il�lf IIIII IBIS�IIII�IIII Illy Bill II I IN PREMIER TRUSS DMB trans ID: 224176 T LUMBER SPECIFICATIONS TRUSS SPAN 21'- 0.0" UBC 97/TPI SINGLE MEMBER FORCES 4WR1GDF1Cq=1.25 TOM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 1317 W 1= -329 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' 0.C. T 2- -1498 B 2= 858 W 2= 617 ® TOP CHORDS: T 3= -1465 B 3= 1317 W 3= 617 2x 4 MSR 165OF 1- 6 LOADING T 4= -1465 W 4= -329 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5- -t498 Zx 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STO/STUD 1- 4 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS TC LATERAL SUPPORT <= 12"OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'D AREA (SO. IN.) BC LATERAL SUPPORT <= 12'OC. UON. a,. 0.0" 777 1.92 HF (405) . OVERHANGS; 17.3" 17.3" 21.1- 0.0' 777 1.92 HF (405 Reactions: 860 860 MAX LL DEFL = -0.044" (L)5568) @ IS'- 0.3" L13617 = 0.681" MAX TL DEFL - -0.103" (L/2378) @ 15'- 0.3" 1_1240 = 1.021" MAX HORIZ. LL DEFL = 0.015' @ 20'- 8.5" MAX HDRIZ. TL DEFL = 0.035" @ 20'- 8.5' NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). Max Calculated Uplift: Left = -40 Right = -4a 10-06-00 10-06-00 12 C-4x4.3 12 5.00 4,0" Q 5.00 C-1.5x2.6 C-i.5x2,6 0 0 e " C-3x4,3 G-2.5x4.3 C-2.5x4.3 C-3x4.3 CD C-3x4.3(S) 6 4 L 8-00-00 13-00-00 1-04-00 21-00-00 Scale: 1/4" JOB NAME: Lan staff - 5001 �O4RpFESS1Q�� WARNINGS: General Notes,unless otherwise nosed: 1. e2 R,OA f 1.Reed all Go neral Notes and MMmings before construction of trusses. 1. Design l0 support loads as Shawn. 2.Builder and erection contractor should be advised of all General Notes and ' 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: 5DO1 Warnings before construction commences. Z4Y O.C.and at 1O'-O"o.c.respectively unless braced throughout their u1 7.214 compression web bracing must be installed where shown 4. length by continuous sheathing. (y Sri 4.All lateral force resisting elements such es tamp-ly at d permanent bracing, 3. 2X finppad bridgqing or lateral bracing required where shows)++ DATE: 10/30/2007 must be designed and provided by designer of templets structure. 4. tnstallBd.of Criss is the re SpDns6lity of the respective contractor. cc S. Design assumes trusses are to be used In a noncorrosive environment, CompvTros assumes no responsibility for such bracing. and are for"d condition"Of use, 5. No load should be applied to any component until after all bracing and 6. Design assum�s full bearing at all supports shown.Shim or wedge it .E�+E.3131109 DES. BY: EL lasmnetsare complete,and atno time should any loads greater than design necessary leads be applied to any component. 7. Design assumes ado drains a is provided. �� 19�'� 6.CompuTrus has no control over and assumes no responsibility for Me 8. Plates shalt be locate on both fa s of truss,and placed so their center �i� {G SEG. : 3688069 fabrication,handling,shipment and installation of components. lines coinGtle with joint Center lines. sr9 6NG�t� 9. Digits indicate size of plate in inches. 7.This design is furnished subject to the limitations on truss designs sefforth 10.For basic des'pqn values of the CCorngpTrus Plate,indicated b the prefix T by TPI in HIB-91 or TPVWTCA in SCSI 143 copies of which will be furnished C see IC130RR 4211/ICC ESR-Z529. y P OF CAl1F� by CompuTrus upon request. i L des,oaloru 1r 1n elses la names Indus ell by th the prefix are 2bma. fill I II I!f C❑mpuTrLis Inc. This design prepared from computer input by IIIAIIII�Ill�ll,l+�llillll�l�lll�lll�llllIN Trans ID: 224176 PREMIER TRUSS DMB T LUMBER SPECIFICATIONS TRUSS SPAN 21'- 0.0" UBC 97/TPI SINGLE MEMBER FORCES 4WR/GDFJC9=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= •0 B 1= 1317 W 1= -329 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2- -1498 B 2= 658 W 2= 617 TOP CHORDS: T 3= -1465 6 3= 1317 W 3= 617 2x 4 MSR 1650F' 1- 6 LOADING T 4 t465 YI 4= 329 BOTTOM CHORDS: LL( 15.0)+0L( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1498 2x 4 MSR 165OF 1- 3 DL ON BOTTOM CHORD = 7.0 PSF T 6= 0 WEBS: TOTAL LOAD = 37.0 PSF 2x 4 HF STD/STUD i- 4 BOTTOM CHORD CHECKED FOR IGPSF LIVE LOAD. TOP BEARINGS TC LATERAL SUPPORT - 12"OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'O AREA (SD. IN,) 8C LATERAL SUPPORT �= 12"00. UON. 01- 0.0' 777 1.92 HF (405) OVERHANGS: 17.3' 17.3" 211- 0.0" 777 1.92 HF (405) Reactions: 860 860 MAX LL DEFL = -0.044' (1-15568) 0 15'- 0.3" L1360 = 0.681' MAX TL DEFL = -0.103' (LJ2378) @ 15'- 0.3" L1240 = 1.021" MAX HORIZ. LL DEFL = 0.015' @ 20'- 8.5' MAX HORIZ. TL DEFL = 0.035' @ 20'- 8.5" QM_0 IRS ORA. NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load 10-06-00 10-06-00 (enclosed structure, Exposure C, height to 30 feet). I Max Calculated Uplift: Left = -40 Right = -40 12 C-4x4.3 12 5.00 1---- 4.0 5.00 Y C-1.50.3 aC-1.5x4.3 0 0 G-3x6 C-3x4.3 C-3x4.3 C-3x6 CD C-3x4.3(S) f G L B-00-00 13-00-00 21-00-00 Scale: 1J4" JOB NAME: Lan staff - Still, Q<;C13/0 wARMNGs: General Notes,unless otherwise noted:1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2.Builder and erection contractor should be advised of all Genera[Notes and 2. Restart assumes the top and bottom chords to be laterally braced at FILE NO. : 5D02 Warnings before construction commences- 2'-0 oc.and al10'0"o.c.respectively unless braced throughout their r� 7.Is4 compression web bracing mast be installed where shown+. length by continuous sheathing. r,? m 4.All lateral force resistingelements such as temporary and permanent bracing, 3. 2X rmppa l of ins is the fat DfBGOg required where shown tr tX t11 P 4. Installalicn of}grass is the responsibility of the respective contractor, CK DATE 10(30/2007 must he designed and provided by designer of complete structure. 5. DBSign assumes trusses are to be used in a non-corrosive environment, Compu7rus assumes no responsibility for such bracing. and are for"d Condition"Ot 115e. S.>ve load should be applied to any component until after all bracing and 6. Design assum a full bearing at all supports shown.Shim or wedge it ExP 2i{31109 DES. BY: EE fasteners are complete,and at no time should arty loads grea[er than design necess8ry, / loads be applied to any component. 7. Design assumes odeauate tlrainaga is providetl, t^� /4� r p] 4- s. CampUTfee has no control over and assumes no responsibility for the 8. Plates shall be located on both faces 0 Iruss,and placed so their center � {GAG lines coincide wi01 joint center lines. SJ j S 0 Q` SEG. : 3688070 iabr cation,handling,shipment and installation of components. 9. Digits indicate size of plate in inches, 7.This design is famished suhiect to the limitations on Ines designs sal forth 10.For basic des[11n values of the CompuTrus Plate,indicated by the prefix F�� 1F� by TPI in HIB-s1 or TPPVVTCA in aCs]1-03 copies of which will be tarnished C",see 1CBO R 4211/ICC ESR-2529. .0 M by compuTms upon request. 11.The ComppuTrus Net Section Plate is indicated by the prefix"CN" the dash nattlr(18 indicates 18 a,material is used.All others are 20 a. S I II�I�I�I I III CompuTrus Inc. This design prepared from computer input by I IIIIII li�ll III !�[�II IIIII�IIII III�I II�1 Trans ID: 224176 PREMIER TRUSS DMB7.4.0Tt111-7 LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0" UBC 97/TPI SINGLE MEMBER FORCES 4WRIGDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0' B 1= 2743 W 1= -285 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" 0.C. T 2= -3061 8 2= 2319 w 2= 547 'FOP CHORDS: T 3- -3012 B 3= 1833 W 3= -465 2x 4 MSR 1650F 1-10 LOADING T 4 -2371 B 4= 1399 W 4= 642 F BOTTOM CHORDS: LL( 16,0)+DL( 14,0) ON TOP CHORD = 30.0 PSF T 5= -1530 B 5= 995 W 5= -802 2x 4 MSR 165OF 1- 6 DL ON BOTTOM CHORD = 7.0 PSF' T 6= -1530 B 6- -691 W 6= 846 WEBS: TOTAL LOAD = 37.0 PSF T 7= -1363 W 7= -96 2x 4 HE STDISTUD 1-11 T 8= 838 W 8= -426 BOTTOM CHARD CHECKED FOR 1OPSF LIVE LOAD. TOP T 9= 843 W 9= 530 TC LATERAL SUPPORT <= 12"0C. UON. AND 80TTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. T10= 0 W10= -2342 BC LATERAL SUPPORT <= 12"OC. UDN. W11= •403 OVERHANGS: 17.3' 17.S" Reactions: 1511 -20 BEARINGS C-1x2.6 or equal at non-structural TRUSS NOT SYMMETRICAL. LOCATION REACTION REO'D AREA (SO, IN.) vertical members (uon . 23-00-00 ORIENTATION AS SHOWN, 23-00-00 01- 0.0' 1424 3.52 HF (405) 11-11-08 11-00-08 11-00-08 11-11-08 39'- 0 21 5. HF (405) 46'- 0.0' -122 -0.30 HE (405) 12 MAX LL DEFL = -0.136" (L/3477) @ 13'- 6.6' 1_/360 = 1.314" MAX TL DEFL = -0.315" (1-/1501) @ 131- 6.6' L/240 = 1.971" 5.00 L__� MAX LL DEFL = 0.000" (1-/9999) @ 43'- 3.0' L/360 = 0.190" . MAX TL DEFL = 0.000" (1-19999) @ 45'- 5,8' 1./240 = 0.285" MAX TO PANEL LL DEFL = -0.035' (1-/1416) @ 43'- 3,0' L/180 = 0.275" Truss designed for 4x2 outlookers. MAX TO PANEL TL DEFL = -0:000' (L/9999) @ 45'- 5.8' L/120 = 0.412" 2x4 let-ins of the same.size and 4X2 OUTLOOKER NOTCHED CUT WITH MAX HORIZ. LL DEFL = 0.047' @ 39'- 8.5' grade of structural top chord. Insure MAX HORIZ. TL DEFL = o.108' @ 391- 8,5' tight fit at each end of let-in, C-4x4.3 CARE AT IN-LET AREAS ONLY. Connect with 0-2.5x4.3 at each end and 12 COND. 2: 2500,0D LBS DRAG LOAD. C-1.5x2.6 at center of board (u.o.n.). 4 0 Q 5.00 SHEAAWALL 0,00 to 4fi3Oo -C-2.5x4 x NOTE: TRUSS DESIGN ASSUMES UNIFORM � .3 C-2.54.3 SH AR TRANSFER NOTE: Truss designed in accordance with C-3x6(S) C-3x4.3(S) UBC 97 reflecting a 70 mph wind load 0-2.5x4.3 C-30.7 (enclosed structure, Exposure C, height to 30 feet). C-1.5x2.6 C-1,5X2.6 Max Calculated Uplift: Left = -28 Right = -232 o � o C-3x11.9 C-2.5x4.3 C-2.5x7.7 C-2.5M 3 C-5x6 G-3x11.9+ CD C-2.5X4.3 C-3X6(S) C-3X6(S) ANCHOR TO RESIST UPLIFT L 16-0.0-00 14-00-00 16-00-0� l 39.10-04 6-01-12 y 1'04-00 PROVIDE FULL BEARING.# 46-00-00 1-04-00 Scale: 1/8' JOB NAME: Lan staff - 5F00 LOESS/0t WARNINGS: General Notes,unless otherwise noted: 4 C� !�d 1. Read all General Notes and Warnings before construction of trusses. i. Design to support loads as shown. R.y`l• 2. Builder and erection contactor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at x, Q C7 61 FILE NO. : 5F00 Warnings before construction commences. 2'-0 o.c,and al}0'-0 o.c.respectively unless braced throughout then �� { 3-2x4 compression web bracing must be installed where shown+. length by continuous sheathing. t c %11 4-All lateral torte resisting elements such as tampomry and permanent bracing, 3, 2x rmpa bridCCing or lateral bracing required where shown++ iu T+t DATE. 10/30/2007 most be desi red and 4 Installation of truss Is the responsibility of the respective contractor. CC x1 g provided by designer of complete structare, 5. Design assumes trusses are to be used in a non-corrosive environment. CompuTrus assumes no responsibility for such bracing. and are for"dry condition"of use. s-No load should be applied to any component until afler all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge ifs.3131l09 DES. BY: E E fasteners are complete,and at no time should any loads greater than design nece99ary 1 loads be applied to any component. 7. Design assumes adayate drainage is provided. /4�3v r 0� s. CampuTrus has no control over and assumes no respansibi ity for the 8. Plates shall be located on both faces of truss,and placed so their center /y/ lines coincide with joint Center lines. S SEQ. : 3688071 tabricafian,handling,shipment and instattation of o P.nents, DigitsNGI� �4 7.This design is furnished subject to the limitations on truss designs set forth S. ob sic desi size values Plata In inches. g l b 10.For basic design 4211/0 the CompuTrus Plate,indicated by the prefix by TP{in HID-91 or TPUWTCA in SCSI 1-07 copies of which will be fumishod C",see 1CB0-RR 4211/ICC ESR-2529. by compurrus upon request. 11.7 CompuTrus Nel Section Plate is indicated by the pprefix"CM'the designator 16 indicates 16 a.material is used.All cihers are 2b ga. CampLThLs Inc. This design prepared from computer input by I IIIIII I !IIII!IIIII III II IIIII III IIII PREMIER TRUSS DMB 7ranOSTIDL 224176 LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0" UBC 97/TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TOM LOAD DURATION INCREASE = 1.26 T 1= 0 B 1= 4511 W 1= 51 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2= -4994 8 2= 4614 W 2= -708 • TOP CHORDS: T 3- -4185 B 3= 3411 W 3= -141 2x 4 MSR 165OF 1-10 LOADING T 4= -4111 B 4= 1633 W 4= 726 BOTTOM CHORDS: li 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -2756 B 5= -322 W 5= -992 2x 4 MSR 165OF 1- 6 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1432 B 6= -2631 W 6= 1800 WEBS: TOTAL LOAD =' 37.0 PSF T 7= -1398 W 7= -531 2x 4 HF STD/STUD 1-11 T 8= 2922 W 8= -449 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP T 9= 2965 W 9= 1669 TO LATERAL SUPPORT <= 12110C, UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. TIC= 0 W10= -3419 BC LATERAL SUPPORT <= 12"OC. UON. W11= -448 OVERHANGS: 17.3' 17.3' BEARINGS Reactions: 1382 -865 LOCATION REACTION RE0'D AREA (SO. IN.) 0'- 0.0" 1295 3.20 HF (405) 39'- 8.5" 3079 7.60 HF (405) 46'- 0.0" -971 -2.40 . HF (405) Caution: Note bearing area requirements. MAX LL DEFL = -0.386' (L/1225) @ 12'= 2.8' L/360 = 1.314" MAX TL DEFL = -0.896- (1-/527) @ 12'- 2.8' L1240 1.971" MAX LL DEFL = 0.000- (L/9999) @ 45'- 5.8" 1 = 6.190" 23-00-00 23-00-00 MAX TL DEFL = 0.000' (L/9999) @ 45'- 5.8" L/240 = 0.285" 11 11 •G8 11-00-08 i1-00-OS 11 11 08 MAX TO PANEL LL DEFL= 0.000" (L/9999) @ 45'- 5,8' L1180 = 0.296" T I TPANEL MAX TF= 001' (3999998 5 45'- 5.8' L/120 = 0.437' MAX ORI 11 12 C-5.5X6 12 MAX HORIZ. TL DEFL = 0.479" @ 391- 8.5" e Q 5.00 NOTE: Truss designed in accordance with 5.00 5 UBC 97 reflecting a 70 mph wind load • C C 3x6(S) (enclosed structure, Exposure C, height to 30 feet). 3x4.3 3 a C-1.5x2.6 Max Calculated Uplift: Left = -31 Right = -971 C-5x6(3) 1.00" + C-S,Sx9,4 C-2.5x4.3 C-1.5x2.6 C-7x7.7 + 0 0.25" 0.25" o o C-1.5x2,6 C-5X11.9(8) C 5.5x9.4(S) c C-3x11.9 -­3 2.50 2..50 Imo- G-7x7,7 # C-4x6 c 12 12 ANCHOR TO RESIST UPLIFT 5� 39-1P-04 6-01-12 i 1-04i00 20-00-00 19-08-08 6.03-081-L04-00 • PROVIDE FULL BEARING.# 46-00-00 Scale: 1/8' JOB NAME: Langstaff - 51`01 �Q� FE:Ser" WARNINGS: General Notes,unless otherwise noted- .` •C'j pp �(� 1,Read all General Notes and Warnings befom construction of trusses. 1. Design l0 support bad9 aS stlown, !4 I r� ' 2. Builder antl erection contractor should be advised of all General Notes and 2. Down assumes the top and bottom chords to be laterally braced at FILE NO.: 5 F01 Warnings before construction commences. Z4Y o,c,and at 10'-0'o,c,respectively unless braced ttwughout their Z 3.2.4 com ten h by continuous sheamtng r, q fame r veep hsa rem mastuc installed where shown*. U Cin required where shown++ JAJ 1t1 4,All laterel tome resistor elements such as temporary d 3. 2x 8 brill PI W lateral fire g p ry an permanent bracing, g 9 9.eq DATE: 10 30 2007 must be desi ned and rovided b desi er of com lete structure. 4. Instal pa of truss is the rasuuonsibilU of the respective contractor. rX 7D / / a P y gn p 5. Design assumes trusses are!o be us in a non-corrosive environment, CompuTrus assumes no responsibility for such bracing. and are for ddaryy t ondition"of use. e s. No load should be applied to any component until after all bracing and 6, Design assumes full bearing at all supports shown.Shim or wedge if . EXP.3131I09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. ho/o^ loads be applied to any component. 7. Design assumes adequate drainage is provided. 0 /!4' 8. Plates shall be locate on Doth IS s of truss,and laced So their center E✓ v S.Compu7rus has no control over and assumes no responsibility Tor Ns P {fines coincide with joint centerlines. s 1 SEQ. : 3688072 fabrication,handing,shipment and installation or components. 8. Digits indicate size of plate i0 itches. Tq 7.This design is lumishad subject to the limitations on truss designs set forth 10.For basic desixi�values of the Compu7rus Plate,indicated by the prefix by TPI in HIB-91 or' 11WTCA in BCSI 1-e3 copies of which will be furnished C",see ICB07 R 4211/ICC ESR,2529. OF CAL.1F� by campn7rus"pan request. 11.The CompuTfus Net Section Plate is indicated by the prefix"CN"the designator(18)intiitates 18 a.material is used All a ers are 2b ga. • II�II Il I III II CompuTPus Inc. This design prepared from computer input by I IIIII IIIII II IIIII IIIII 1111 III1IN Trans ID: 224176 PREMIER TRUSS DMa 7 0 LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0' UBC 971TPI SINGLE MEMBER FORCES 4WR1GDF1Cq=1.25 TOM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 2790 W 1= -284 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -3112 B 2= 2365 W 2= 549 S TOP CHORDS: T 3= -3063 B 3= 1883 W 3= -486 2x 4 MSR 165OF 1-10 LOADING T 4= -2418 B 01462 W 0 633 BOTTOM CHORDS; LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1587 B 5= 1054 W 5= -795 2x 4 MSR 165OF 1- 6 OL ON BOTTOM CHORD = 7.0 PSF T 6= -1588 8 6= -712 W 6= 892 WEBS; TOTAL LOAD = 37.0 PSF T 1= -1443 W 7= -112 2x 4 HF STDISTUD 1-11 T 8= 860 W 8= -401 -BC CONC LL+DL= 75.0 LBS @ 28'- 6.0" T a= 866 W 9= 568 TO LATERAL SUPPORT <a 12"0C. UON. T10= 0 W10= -2452 BC LATERAL SUPPORT <= 12'OC. UON. BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP W11= -404 LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OVERHANGS: 17.3" 17.3" Reactions: 1531 .27 BEARINGS LOCATION REACTION REO'D AREA (SO. IN.) 0'- 00" 1445 3.57 HF (405) 39'- 8:5' 2163 5.34 HF (405) 46'- 0.0" -129 -0.32 HF (405) Caution: Note bearing area requirements. MAX LL DEFL = -0.136" (L/3477) @ 13'- 6.6- L1360 = 1.314- 23-00-00 23-00-00 MAX TL DEFL= -0.322' (111468) @ 13'- 6.6" L1240 = 1.971' MAX LL DEFL = 0,000" (L19999) @ 43'- 3.0" L1360 = 0.190' 11-11-08 11-00-08 11-00-08 11-11-08 MAX TL DEFL = 0,000" (1.19999) @ 45'- 5.8" L1240 = 0.285' 1, MAX TIC PANEL LL OEFL = -0.035" (L11553) @ 43'- 3.0' L/180 = 0.301" 12 TRUSS NOT SYMMETRICAL. C-40.3 12 MAX TC PANEL TL OEFL = 0.001" (1.19999) IL45'- 5.8' L/120 = 0.448' MAX HORIZ. LL DEFL = 0.047" @ 39'- 8.5" 5,00 F- ORIENTATION AS SHOWN. 4 l b J 5.00 MAX HORIZ. TL DEFL = 0.112' @ 39'- 8.5" 1 NOTE: Truss designed in accordance with C-2.5M 3 ,1" C-2.5x4.3 UBC 97 reflecting a 70 mph wind load • C-UlS(S) C-3X4.3(S) (enclosed structure, Exposure C, height to 3O feet), C-2.5X4,3 C-3x7.7 . Max Calculated Uplift: Left = -8 Right y -129 C-1.5x2.6 + + + C-1 .5x2.6 C-5x5.1 _ + 2X6 0 o o C-2.5x4.3 C-2.5x4.3 C-2.5x7.7 C-5.5x6(S)C-2.5x4.3 C-5x6�# C-5x5.1 CD C-M(S) C-2.5x4.3+ A-RESTRAIN ENDS TO RESIST ROTATION C-2.5x4.3+ ANCHOR TO RESIST UPLIFT - �751 l 16-00-00 14-00-00 16-00-0� �� 39-10-04 6-01-12 1-04.00 PROVIDE FULL BEARING,# 46-00-00 1-04-00 Scale: 118" JOB NAME: Lan staff - 51`02 pFOFESSIO/r WARNINGs: General Notes,unless otherwise rioted: ¢�o C� 1.Read all p '�C General Notes and Warnings before construction of trusses, 1. Design to support loads as shown, 2. Butider and erection contractor should be advised of all General Notes and 2. Design assumes the tog and bottom chords to be laterally braced at FILL N0. : 5 F02 warnings herare construction commences. 2'-0 O.C.and at 10'-0"b.c.resDactively unless braced throughout their yG 3.2x4 compression web bracing must be installed where shown+. length by continuous sheathing. fa 4.All lateral force resisting elements such as temporary and permanent bravg, 3. 2x Fmpact bridging or lateral bfar4ng required where shown++ r't1 DATE: 10/30/2007 must be designed and Provided b designer or complete structure. 4• Installation of£fuss is the ranpponsibil of the res ecbve contractor. l.T: 7[f Y gn p 5. Design assumes trusses are t0 be used in a non-corrosive environment, Compu7rus assumes no responsibility for such bracing. and are for"dry condition"of use. 5.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if + EXP.3t31/09 DES, BY: E E tastaners are complete,and at no time should any leads greater than design necessary, loads be applied to any companent. 7. Design assumes adequate drainage Is provided. Q- 8. Plates shall he located on both faces of truss,and laced so their center 6. Compu7rus has ti control over and assumes no responsibility 3or the P qQ o �qj lines coindde with joint center lines. tIt � r��7�� Q• SEQ. 31180O7J fabrication,handling,shipment and he ljo labs s a truss designs 9• Digits indicate size of plate in inches. r/�'Ty, �) �\ 7.This design is furnished subject B the limitations of truss designs sat toed 10.For basic desi n values of the Compu7rus Plate,indicated by the prefix QF C{L1.�Ffl[ by TPI in HIB-91 or T➢IfWfCA in eCsl t-o1 copies of which will be furnished Ce see IC90 R 4211/ICC ESR-2529. by Compurms upon request. 11.The.Compu7rus Net Section Plate is indicated by the Prefix"CN"the designator(18 indicates 18 ga,material is used.All others are 2b I�IIIIIIIII�11 C❑mpuTruF3 Inc. This design prepared From computer input uy 111111 1111111111111111111111111111 PREMIER TRUSS DMB Trans ID: 224176 0 LUMBER SPECIFICATIONS TRUSS SPAN 45'- 10,2' UBC 97/TPI SINGLE MEMBER FORCES 4WR1GDF1Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= .3114 B Is 2792 W 1= -296 W 9= 568 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= .3065 B 2= 2365 W 2= 551 W10= -2452 ' TOP CHORDS: T 3= -2420 B 3= .1B83 W 3= -486 W11= -405 2x 4 MSR 165OF 1- B LOADING T 4= .1588 8 4= 1462 W 4= 633 BOTTOM CHORDS: LL(•16,0)+DL( 14,0) ON TOP CHORD = 30.0 PSF T 5= -1588 B 5= ID54 W 5= -796 2x 4 MSR 165OF 1- 5 OL ON BOTTOM CHORD.= 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF T 6= -1 860 B 6= 712 W 6=W 7= -11 2 T 7= 60 2 2X 4 HF STD/STUD 1-11 T 8= 866 W 8= -402 -BC CONIC LL+DL= 75.0 LBS @ 28'- 6,0" TO LATERAL SUPPORT <= 12"OC. LION. SC LATERAL SUPPORT <= 12'OC. LON. LOADS AS GIVEN BOTTOM CHORD CHECKED FOR 1OPSF. LIVE LOAD. TOP BEARINGS AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, LOCATION REACTION AEO'D AREA (So. IN.) 01- 0,0" 1444 3.57 HF (405) 39'- 8.5 2165 5.34 HF (405) 45'- 10.2" -141 0.35 HF (405) Caution: Note bearing area requirements. MAX LL DEFL = -0.136" (LI3477) @ 13'- 6,6" L/360 = 1.314" MAX TL DEFL = -0.323' (Lf1464) @ 13'- 6.6' L/240 = 1,971" MAX LL DEFL- 0,000" (L)9999) th 43`- 3.0" 1_/360 = 0.190" MAX TL DEFL = 0.000" (L/9999) @ 45'- 5.8" 1_1240 = 0.285" 23-00-00 22-10-04 MAX TC PANEL LL DEFL = -0.036" (L/1510) @ 43'- 3.0' 1.11130 = 0.302' MAX TC PANEL TL DEFL = 0.001" (L19999) @ 45'- 5.0' L/120 - 0.448" 11-11 08 11-00 08 11-00-OB 11-09-12 MAX HORIZ. LL OEFL = 0.047' @ 39'- 8.5" MAX HORIZ. TL OEFL = 0.112' @ 39'- 6.5" 12 0-4X4.3 12 NOTE: Truss designed in accordance with 5.00 L___ 4.0" �15.00 UBC 97 reflecting a 70 mph wind load 451' (enclosed structure, Exposure C, height to 3o feet), C-2.5x4.3 2.11 C-2.5x4.3 Max Calculated uplift: Left = 0 Right = -141 e C-30(8) C-3x4.3(S) C-2.5x4"3 C-3x7.7 C-1.5x2.8 C-1 .5x2.6 C-5x5.1 N a o A 2X6 p 4o to C-2.5x4.3 C-2.5x4.3 C-2.5x7.7 C-5.5x6(S)C-2.5x4.3 C-5x6 # 0-5x5"1 0 C-U6(S) C-2.5X4,3+ ANCHOR TO RESIST UPLIFT C-2.5x4.3+ A-RESTRAIN ENDS TO RESIST ROTATION 4751 i 16-00-00 14-00-00 15-10-01 39-10-04 6-00-00 • 1!04 00 PROVIDE FULL BEARING.# 45-10-04 Scale: 118" _ JOB NAME; Langstaff - 5F03 �� (}FESStQ�y WARNINGS: General Notes,unless otherwise noted. Qti. .,� �� 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. '� 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at w' �Q tic EI LE NO. : 5 F03 Warnings before construction commences. 2'-d"o.c.and at 1o'-O"o.c.re5 edvely unless brawtl throughout their {r 3.2s4 compression web bracing must be installed where shown+, lenplh by continuous sheathing, (r• c m 3. 2x m aU bndgin or lateral bracing required where snows++ 4,All lateral form resisting siemens such as temporary And permanent bracing, 9 9 q DATE: 10/30/2007 must he designed and provided b des; nor of con late structure. 4. Instal lion of'Fuss is the responsibility of the respective contractor. 73 y a P 5. Design assumes trusses are 10 be used in a noncorrosive environment, e CompuTrus assumes no nspansihility,far such bracing. and are for"dry condition"of use, 5, No load should be applied to any component until attar all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131109 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary- toads be applied to any con 7. Design assumes ado uate drainage is rovidetl. PP Ponent. 9 Q 17 P 8. Plates shall be fowled on troth Oa es OT Huss,end placed so their center S. CompuTrus has no control over and assumes no responsibility for the P SEQ. 3688474 fabrimlimn,handlin lineswindtlewthjointcenterlines• g,shipment and installation of n truss designs 9. Digits indicate size of plate In Inches. Q T.This design is famished subject to the limdations on truss designs set forth 10.For basic desi n values of t?CompuTrus Plate,indicated by the prefix TF�F by TPI in NIB-91 or TPLWTCA in Bc51 1-03 copies of which will be fumishad C",see ICBD R 4211 1 ICI.ESR-2529, p by CompuTrus upon request. 11,dTMeai 8m0 u78 i,�cates 18 Plate is alistuV.All others are 2bma. • �II�II I III C❑mpuTrus In,: This design prepared from computer input by Translllll IliIIII ID: 224176 PREMIER TRUSS DMB 7.4.Q LUMBER SPECIFICATIONS TRUSS SPAN 45'- 10.2' UBC 9717PI SINGLE IAEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1,25 + T 1= -3114 B 1= 2792 W 1= -285 W 9= 568 SIZE SPECIE GRADE PANELS) SPACED 24.0' O.C. T 2- -3065 8 2= 2365 W 2= 551 W10= -2452 • TOP CHORDS: T 3= -2420 B 3= 1883 W 3= -486 W11= -405 2x 4 MSR 166OF 1- 8 LOADING T 4= -1588 B 4= 1462 W 4= 633 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1588 B 5= 1054 W 5= -798 2x 4 MSR 1650F 1- 6 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1443 B 6= -712 W 6= 892 WEBS: TOTAL LOAD = 37.0 PSF T 7- 860 W 7= -112 2x 4 HF STD/STUD 1-11 T 8= 866 W 8= -402 -BC CONC LL+DL= 75.0 LBS @ 28'- 6.0" TC LATERAL SUPPORT <= 12"OC. LION. BC LATERAL SUPPORT c= 12"OC. LION. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS C-1x2.6 or equal at non-structural LUAUS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-DONGURRENTLY. LOCATION REACTION REO'D AREA (80. IN.) • vertical members (uon). 0'- 0.0' 1444 3.57 HF (405) 391- 8.5' 2165 5.34 HF (405) 45'- 10.2' .141 -0.35 HF (405) Caution: Note hearing area requirements. MAX LL DEFL = -0.136' (1_/3477) @ 13'- 6.6' L/360 = 1.314" MAX TL DEFL = -0.323- (L/1464) @ 13'- 6,6" L/240 = 1.971' MAX LL DEFL = 0.000' (1-/9999) @ 43'• 3.0- L1360 - 0.190' MAX TL DEFL = 0.000- (L/9999) @ 45'- 5.8' L/240 = 0.285' 23-00-00 22-10-04 MAX TO PANEL LL DEFL = -0.036' (1-11976) @ 43'- 3.0' L1180 = 0.275' MAX TO PANEL TL DEFL = 0,001" (1-19999) @ 45'- 5.8' L/120 = 0.412" 11-11 -08 11-00-OB 11 00 OB 11-09-12 MAX HORIZ. LL DEFL = 0.047' @ 391- 8.5' MAX HORIZ. TL DEFL = 0.112' 9 39'- 8.5' 12 0-44.3 12 ONO. 2: 9100.00 LES DRAG LOAD. 5.00 40- �5.00 sHEARWALL 0.00 to 26.00 NOTE: TRUSS DESIGN ASSUMES UNIFORM C-3X6 2.0. 0-4x6 SHEAR TRANSFER S C-U6(S) C-3x4.3(S) NOTE: Truss designed in accordance with C-2.50 / C-5.5x7.7 UBC 97 reflecting a 70 mph wind load + (enclosed structure, Exposure C, height to 30 feet). C-2.5x4.3 + + C-2.5x4.3 Max Calculated Uplift: Left = -250 Right = -310 _ + N C-2.50.3 typical at non-structural diagonal inlets. 906-o A 2X6 A o 4 C-3X11.9 C-4x4.3 C-W.7 CN18-5.5X13.6(S) C-5x7.7)�# C-3X11.9� o 10-4x4.3 0-3x7.7{S) C-2.5x4.3+C-5x5.1 ANCHOR TO RESIST UPLIFT C-2.5X3.4 AT DIAGONAL INLETS TYP. C-2.5x 4.3+ A-RESTRAIN ENDS TO RESIST ROTATION 751 �L 16-00-00 14-00.00 15-10-0� k 39-10-04 6-00-00 e Wedge required at heel(s). 45-10-04 PROVIOE FULL BEARING.# Scale: 1/8' JOB NAME: Langstaff - 5F04 OFESS1 WARNINGS: General Notes,unless otherwise noted: 1.Read all General Notes and Warnings before construction of trusses, 1. Design to support loads as shown. �Gr- 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at /� �U. 0� C FILE NO. : 5F04 Warnings before construction commences. 2z-0'o.c-and at 10'-O"o.e.respectively unless braced throughout their y 1.2x4 compression web bracing must be installed where shown+. tenpin by continuous sheathing. d.All lateral fora resistingelements such as temporary and permanent bracing, 3• ImPact britlyfng or lateral bracing required where shown++ DATE. 10 3D 2007 must be designed and pronged b designer of complete structure. 4. Instal oT buss is the responsibility of the respective contractor. tt �! y 5. Design assumes trusses are to be used in a noncorrosive environment, q y CompuTrus assumes no responsibility[of such bracing. and are for"d�y condition"of use, EXP.313�1101� 7A s.No load should be applied W any component until after all bracing and S. Design assumes full bearing at aG supports shown.Shim or wedge if DES. BY: EE fasteners ere complete,and at no time should any loads greater than design necessary. loads be applied to any component. 7. Design assumes adequate drainage is provided. (1/ /V (i.CompuTrus has no control over..assumes no responsibility for the 8. Plates shall be located on both faces oT truss,and placed so their center lines coincide with joint center lines. ST E> (�(j� !Q' SEQ. : 3688075 fabrication,handling,shipment and enstallation of components. 9. DigdS intlicale size of plate in Inches. 9 �1e 7.This design is furnished subject to tha limitations on truss designs set forth 10.For basic desifgc�p values of the CompuTrus Plate,indicated by the prefix OF Cg4iF� by TPI in HIB-91 or TPUWTCA in SCSI 1-03 copies of which will be famished C",sea 1CB0 R 4211/ICC ESR-Z529. by CompuTrus upon request. 11-The CompuTrus Net Section Plate is indicated by the prefix TN" the desi netdr(18 Net 18 a.material is used.All others are 2b ga. I I�l�II I l� III CommTru5 Icc. This design prepared from computer input by I II IIIfI 1�I�lll I �IIf III PREMIER TRUSS DMB 7A1711F(111-7 224176 LUMBER SPECIFICATIONS TRUSS SPAN 45'- 10.2' UBC 97/TPI SINGLE MEMBER FORCES 4WR1GDF1Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= -5178 B 1= 4791 W 1= -376 W 9= 168 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -4741 8 2= 4067 W 2= 531 W10= -831 • TOP CHORDS: T 3= -3482 B 3= 0 W 3= -845 P111= 968 2x 4 MSR 155OF 1- 8 LOADING T 4= -3483 8 4= 12 W 4= -362 W12= -3589 BOTTOM CHORDS: LL( 16.0)+OL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1307 B 5= 1032 W 5= 16 W13= -457 2x 4 MSR ISSOF 1- 7 DL ON BOTTOM CHORD = 7.0 PSF WEBS: TOTAL LOAD = 37.0 PSF T 6= 2611 B 6= 271 W 6= 2929 T 7= 2611 B 7= -2326 W 7= 2929 2x 4 HF STD/STUD 1- 5, B-11, 13 T 8= 2633 W 8= -641 2x 4 MSR 165OF 6- 7, 12 -BC CONC LL+DL= 75.0 LBS @ 28'- 0.0' TC LATERAL SUPPORT <= 12'OC. UON. BOTTOM CHORD CHECKED FOR 11OPSF LIVE LOAD. TOP BEARINGS BC LATERAL SUPPORT <= 12'DC, UON. LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION REO'D AREA (SO. IN,) S 0'- 0.01• 1335 3,30 HF (406) 39'- 8,5" 2998 7.40 HF (405) 45'- 10.2" -865 -2.14 HF (405) Caution: Note bearing area requirements. 23-00-00 22.10-04 MAX LL DEFL = -0.401' (L/1179) @ 121- 0,2- 1-/360 = 1.314- MAX TL DEFL = -0,941' (L/5O2) @ 12'- 0.2' 1./240 = 1.971' 11-11-08 11-00-08 11-00-06 11-09-12 MAX LL DEFL = 0.000- (L/9999) @ 45'- 5.8- L/360 = 0.190- 1 MAX TL DEFL = 0.000- (L/9999) @ 45'- 5.6' L/240 = 0.2851 12 C-5.SO.4 12 MAX TC PANEL LL DEFL = 0.000' (L/9999) @ 45'- 5.8' L1180 = 0.293' MAX TC PANEL TL DEFL = 0.001- (L/9999) @ 45'- 5.8' L1120 = 0,432" 5.00� Qom' 45.00 MAX HORIZ. LL DEFL = 0.204' @ 39'- 8.5' C-5x7,7(S) MAX HORIZ. TL DEFL = 0.480' @ 39'- 8.5' C 1.5X2.6 3.7 C-3X4,3 NOTE: Truss designed in accordance with C-3X4. ,4 3(S) UBC 97 reflecting a 70 mph wind load 1,00" C-4x9 (enclosed structure, Exposure C, height to 30 feet), + Max Calculated Uplift: Left = 0 Right = -865 C-1,5x2.6 + C-1.5x2.6 C2 O � C-2.5x4.3 A 2X6 A \ o% ( a o C-3x11.9 C-1.5x2.6 C-2,5x7,7 C-3x6(S)C-04.3 C-5,5x7.7 C-3x7.7 11 -32.50 C-7x11.9 C-3x4.3+C-3x4.3+ C-3x4.3+ ANCHOR TO RESIST UPLIFT 12 POTSHELF TO 2-6' MAX. 175# A-RESTRAIN ENDS TO RESIST ROTATION L TO SUPPORT UP TO 30 PSF.I, y 17.02-08 12-09-08 15-10-o t L l 39-10.04 6-00-00 L 17-02-08 28-07-12 15-09-00 30-01-04 L 45-10-04 PROVIDE FULL BEARING.# Scale: 110" JOB NAME: Lan staff - 5F05 '"""• Q�OF6SS/ply, WARNINGS: General Notes,unless otherwise noted: ^��rc0 „��, ,q�y�C�. 1.Read ail General Notes and Warnings before construction of trusses, 1 Design to support bads as shown. '( 1 2.Builder and erection contractor should be advised of aff General Notes and 2. Desllpn assumes the top and bottom chords to be laterally braced at ��Q 0 61 FILE NO. : 5 F05 Warnings before construction commences. 2'-0'o.c,and at 10-0"o.c.respectively unless braced throughout their �, 2,2.4 compression web bracing must be installed where shown+. Ienrh by continuous sheathing. f„j �l'4 4.All Lateral force resistkng elements such as temporary and permanent brxing. 3• 2x mpe bridging or tateral bracing required where shown++ DATE: 1 0 3U 2007 must be designed and provided by designer of complete structure. 4. Installation of esfiru trusses is the re tonsi use i the respective contractor.nvirnr, x1 1 1 V"e p mD 5. Design assumes trusses are to be used in flnon-corrosive environment, _ • CompuTrus assumes li responsibility for such bracing. and are for"dry condition"of Use E S.Na load should he applied to any component until after as bracing and G. Design assumes full bearing at all supports shown.Shim or wedge if W 3j31ro9 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. J loads be applied to any component, 7. Design assumes adequate drainage is provided. 6.CompuTrus has no control over and assumes no responsili tity for the 8. Plates shag be located on both faces of truss,and placed so their canter lines coincide with joint center lines. S >� Q SEQ. 3688076 tabncation,handling,shipment and installation of components. 9, Digits Indicate size of plate to inches, T9 � �\ 7.This design is furnished subject to the limitations on truss designs set forth 10.For basic desit�n values of the Com uTrus Plate,indicated by the prefix TFDF CALl�O by TPI in HIB-91 or TP-.in BCSI 1-e1 copies or which win be furnished C6 see ICBDRR 4211/ICC ESR-1P529. by p�by cempaTrus upon request. 11.design attoP(18)si^ antes 18 Plate liis used.�I oulers afe 2b the to llll�II I�I I��I CompuThus Inc. This design prepared from computer input by I III�II I�III II�I�1l11I 11111 Nil 11111 II111111 Trans I11 224176 PREMIER TRUSS DMEf LUMBER SPECIFICATIONS TRUSS SPAN 45'- 10.2" UBC 97/TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1=• -5091 B 1= 4709 W 1= -380 W 9= 173 SIZE SPECIE GRADE PANEL(S) SPACED 24.0. O.C. T 2= -4651 8 2= 3980 W 2= 534 W10= -837 TOP CHORDS: T 3= .3388 B 3= 0 W 3= -846 W11- 923 2x 4 MSR 165DF 1- 8 LOADING T 4= -3390 8 4= 12 W 4= -363 W12= -3460 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1252 8 5= g77 W 5= 23 W13= -454 2x 4 MSR 165OF 1- 7 DL ON BOTTOM CHORD = 7.0 PSF T 6= -699 B 6= - 230 W 6= 1263 WEBS? TOTAL LOAD = 37.0 PSF T 7= 2553 B 7= -2273 W 7= 2891 2x 4 HF STDlSTUO 1- 5, 8-11, 13 T 8= 2575 W 8= -669 2x 4 MSR 165DF 6- 7, 12 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. TC LATERAL SUPPORT <_ 12'0C, UON. BC LATERAL SUPPORT e= 12"OC, UON• BEARINGS LOCATION REACTION REO'0 AREA (SO. IN.) C-lx2.6 or equal at non-structural 01- 0.0' 1316 3.25 HF (405) vertical members (uon). 39'- 8.5" 292o 7.21 HF (405) 45'- 10.2' -643 -2.08 HF (405) Caution: Note bearing area requirements. 23-00-00 22-10-04 MAX LL DEFL = -0.401' (L/1179) @ 12'- 0.2" L/360 = 1.314" f - f MAX TL DEFL = -0.922" (L/513) @ 12'- 0.2' 1_1240 = 1.971" 11-11-08 11-00-08 11-00-08 11 -09-12 MAX LL DEFL = 0.000" (L/9999) @ W. 5.6" L/360 = 0.190' MAX TL DEFL = 0.000" (L/9999) @ 45'- 5,8' L/240 = 0.285" 12 C-5"5x9"4 12 MAX TC PANEL LL DEFL = -0.000' (L/9999) @ 45'- 5,8" L/180 = 0.293' MAX TO PANEL TL DEFL = 0.000- (L/9999) @ 451- 5.8" L/120 = 0.433" 5,00 L__ g'll,4' 5.00 MAX HORIZ. LL DEFL = 0.205' @ 39'- 8.5" MAX HORIZ. TL DEFL = 0.470" @ 39'- 8.5' C-4xg.4(S) C-1.5x2.6 3.7 C-3x4.3 NOTE: Truss designed in accordance with C-3x4.3(S) UBC 97 reflecting a 70 mph wind lead 1"50" C-4x9.4 (enclosed structure, Exposure C, height to 3D feet). + Max Calculated Uplift: Left = 0 Right = -843 C-1.5x2.6 C-1.5x2.6 0 o C-2,5x4"3 o c C-3x11.9 C-1.5x2,6 C-3x11.9 C-4x4,3 C-5,5x7,7 # C-3x7.7 -2.50 C-7X11.9 C-3x4.3(S) ANCHOR TO RESIST UPLIFT 12 C-2.6X3.4 AT DIAGONAL INLETS TYP, L 17-02-08 12-09-08 15-10-01 39-10-04 6-00-00 17-02-08 28-07-12 L 15-09-00 30-01-04 ® Scale: 1/8" 45-10.04 PROVIDE FULL BEARING.# JOB NAME: Lan staff - 5F06 WARNINGS: General Notes,unless otherwise noted, K 0 1,Read all General Notes and Warnings before construction of trusses. 1. Design to support leads as shown, - !`¢ '�` CAR 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be]Uradlly braced al ✓y, r.Cy 'jQ (rl FILE E N0.: 5F06 Warnings before construction commences. 2'-0"o.c.and at 10'-0"o.e.respectively unless brroughout their S.2x4 compression web bracing must be installed where shown+- 3 IIe?h by continuous sheathing9 4.All lateral force resisting elements such as temporary and fmppdel bradQQmt of lateral breCin required wherewn++ 9 p ry permanent bracing, 4 tnSlallation Of WSS IS the responsibilittyy of the respective COni(aetOf,DATE: 10/30/2007 musttw designed and pravcded by designer of complete structure. 5. Design assumes trusses are to be us6tl in a non{ lVe enVlfDgrTlant,ompuTrus assumes no responsibility for such bracing, and are for"dry Condition"ofuse. 5-No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports show or wedge if EKP.3/31/09 DES. BY: EE lasteners are complete,and at no time should any loads greater than design necessary. loads be applied to any component- 7. Design assumes aderale drainage isprovided.6. CompuTrus has no control over and assumes no responsibility for the 8. Plates shall be located on both faces of truss,andd so their centerSEQ. : 3688077 fabrication,handling.shipment and intallahon of components, lines Coincide with joint center lines. Sp L ENG9. Digits Indicate size of plate in Inches.7.This design is tarnished subject ro the limitations on truss designs see forth 10.For basic cesi n values of the empDuTrus Plate, ted by the prefix ��Cby TPI in HIB-91 orTPINJTCA in BCSI 1-03 copies of which will be furnishad "C,seeICBO 2R42111ICC>SR-2529.by CompuTrus upon request. 11.The CompuTrus,Net Section Plate Is indicated byefix"CN" thedesignato ( 8)mdicates 18 ga,material is used. ers are 2b ga. C❑mpuTpus Inc. This design prepared from computer input by II Il Ill II 1 1 I Ill I�Ii Ill�l IIII IIII PREMIER TRUSS DMB Trans ID: 224175 [2x MBER SPECIFICATIONS TRUSS SPAN 45'- 10.2' UBC 97/TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1,25 TOM LOAD DURATION INCREASE = 1.25 T 1= -4997 B 1= 4615 W 1= 51 W 9= 1669 SPECIE GRADE PANEL(S) SPACED 24.(I B.C. T 2= .4186 8 2= 4618 W 2= -710 W10= -3419 STOP CHORDS: T 3= .4112 8'3= 3412 W 3= -141 W11= -450 MSR 165OF f- B LOADING T 4= .2756 B 4= 1633 W 4= 727 BOTTOM CHORDS: LL( 16,0)+DL( 14,0) ON TOP CHORD = 30.0 PSF T 5= -1432 B 5= -323 W 5= -992 MSR 165OF 1- 6 OL ON BOTTOM CHORD = 7.0 PSF T 6= -1398 8 6- -2631 W 6= 1800 WEBS: TOTAL LOAD = 37.0 PSF T 7= 2929 4y 7= -531 HF STD/STUD 1-11 T 8= 2967 W S= -449 BOTTOM CHORD CHECKEQ FOR 10PSf LIVELOAD. TOPERAL SUPPORT <= 12"OC. WN. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. ERAL SUPPORT <= 12'OC. DON. BEARINGS LOCATION REACTION REO'D AREA (SO, IN.) 0.- 0,0" 1295 3.20 HF (405) 39'- 8.5" SCSI 7.61 HF (405) 45'- 10.2" -983 -2.43 HF (405) Caution: Nate bearing area requirements. MAX LL DEFL = -0.387- (L/1222) @ 12'- 2.8- L/360 = 1.314" MAX TL OEFL = -0.896' (L/527) @ 12'- 2.8" L/240 = 1.971' MAX LL OEFL= 0,000- (L/9999) % 45'- 5,8- L/360 = 0.190" MAX TL DEFL = 0.000- (L/9999) @ 45'- 5.8- 1-/240 = 0,285- . MAX TO PANEL LL DEFL = 0.000' (L/9999) @ 45'- 5.8" LJ180 = 0.296' 23-00-00 22.10-04 MAX TO PANEL TL DEFL = 0.001' (L/9999) @ 45'- 5.8" L/120 = 0.437- MAX HORIZ. LL DEFL = 0.208" @ 39'- 8,5' 11.11-08 11-00-08 11-00-OS 11-09-12 I MAX HORIZ. TL DEFL = 0.490' @ 39'- 8,5' I NOTE: Truss designed in accordance with 12 C-5.5X6 12 UBC 97 reflecting a 70 mph wind load 5.00 F 5.5" a S.00 (enclosed structure, Exposure C, height to 30 feet), Max Calculated Uplift: Left = 0 Right = -983 C-3x4.3 - 3• a C-1.5x2.6 C-5x6(S)1.00' + C-M(S) C-5.5x9.4 C-2.5x4.3 C-1.5x2.6 C-7x7.7 0 0,25" 0.25" C-1 .5x2.6 C-5x11.9(S) C 5.Sx9.4(S) # �o o C-3x11.9 -2.50 2.50I=-- C-W.7 C-4x6• o 12 12 ANCHOR TO RESIST UPLIFT L 39-1tP-04 6-00-00 j 20-00-00 19-08-08 6-01-12 L • r Scale: 1J8" 45-10-04 PROVIDE FULL BEARING.# JOB NAME: Lan staff - 5F07 �QF'GrESSlQf� WARNINGS: General Notes,unless otherwise noted: ��C�,, ,c.,`�• `f eF I. Read ail General Netas and Warnings before construction of trusses. 1. Design to support loads as shown, IBuilder and erection contractor should be advised of all General Notes and 2. DesIgn assumes the top and bottom chords to be laterally braced at A, r•d Q (,(,�, FILE NO. : 5 FO 7 warnings before construction commences. 2'-0 o.c.and at 10'4"o.c.respectively unless braced throughout that; v 3.2A compression web bracing must be instaltad when shown+. IaP1Qth by continuous sheathing.• (1 m 4.All lateral force resisting elements such as temporary and permanent bracing, 3. 2x rmmppact bridpping or lateral bracing required where shown++ ty pt1 DATE: 10/30/2007 must be designed and provided h designer of complete structure. 4, Installation of ffuss is the responsibility of the respective contractor. £X 73 r v 5. Design asatrrtles trusses are 10 be used in a non-corrosive environment, l wt . CompuTrus assumes no responsibility for such bracing- and are for"dry condition"of use. -JL EXP.3/•31/V9 s.No load should be applied to any component until after as bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge it /1 DES. BY: FE fasteners are complete,and at no time should any loads gmaterthan design necessary bads be applied to any component 7. Design assumes adayate drainage is provided. I� /9�30/41 B. Plates shall be locate on both faces o truss,and laced so their center 0 6,CompuTrus has no control over and assumes no responsibility for the P SEQ. : 3688078 fabrication,handling,shipment and installation of components. fines Coincide with joint Center fines. P° 9.'Digits indicate size of plate h inches. 7.This design is furnishedsubjectTCA B the limitations on truss designs set shah 11.For basic B0g-R values of the SR-p529. Plate,indicated by the prefix ��Qf. 1F� by TPI in N1&1)7 or TPgWiCA in aCSI 7-07 copies of which wetl be wrnished C`,see ICBDIiR 42111 ICC ESR-2529, pp CAL• by CompuTrus upon request, 11.�signatto r-om�78 slMecatas 18 slematerlallls indicated by the oltieils are 2btga. • ❑mpuTrus `nC. This design prepared from computer input by I Ililll Ill I IIII�IlI�I IIIII IIIII I1IIf IIII IN Trans ID: 224176 PREMIER TRUSS DMB 7 4 0 LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0,0" UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 4611 W 1- 51 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= .4994 8 2= 4614 W 2= -708 • TOP CHORDS: T 3= -4185 B 3 3411 W 3= -141 2x 4 M8R 165OF 1-10 LOADING T 4= -4111 8 4= 1633 W 4= 726 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD - 30.0 PSF T 5= -2756 B 5= -322 W 5= -992 LUMBER 4 MSR 165OF 1- 5 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1432 B 6= -2631 W 6= 1800 WEBS: TOTAL LOAD = 31.0 PSF T 7= -1398 W 7= -531 2x 4 HF STD/STUD 1-11 T B= 2922 W 8= -449 BOTTOM CHORD CHECKED FOR 1DPSF LIVE LOAD. TOP T 9= 2965 W 9= 1669 TC LATERAL SUPPORT <= 1210C. LION. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. T10= 0 W10- -3419 BC LATERAL SUPPORT <= 12.00. UDN. W11= -448 t OVERHANGS: 17.3' 17.3' Reactions: 1392 466 BEARINGS LOCATION REACTION REO'D AREA (SO, IN.) 0'- a 0' 1295 3.20 HF (405) 39'- 8.5' 3079 7.60 HF (405) 46'- 0.0 .971 2.40 HF (405) Caution: Note bearing area requirements. MAX LL DEFL = -0.386" (1-11225) @ 12'- 2.8- 1-1360 = 1.314- MAX TL DEFL = -0.896" (L/527) @ 12'- 2.8" L1240 - 1.971" 23 00-00 23 00 00 MAX LL DEFL = 0.000" (L19999) @ 45'- 5.8" L1360 = 0.190" MAX TL DEFL= 11,000' tL19999) @ 45'- 5.8' L1240 = 0.285' 11-11-D8 1"-00-08 11-00-08 11-11-08 MAX TO PANEL LL DEFL = 0.000' (L19999) @ 45'- 5,8' L/180 = D,296" MAX TC PANEL TL DEFL = 0.001' (L/9999) it 45'- 5,8' L/120 = 0.437' MAX HORIZ. LL DEFL = 0.208' @ 39'- 8.5' 12 5.5X6 12 MAX HORIZ. TL DEFL = 0.479' @ 39'- 8.5' 5.00 L--- 5,5" a 5.00 NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load C-3x 6(S) (enclosed structure, Exposure C, height to 30 feet). C 3x4.3 3, C-1.5X2.6 Max Calculated Uplift: Left = -31 Right = -971 C-5x6(3) 1.001, + C-5.5x9.4 C-2.5x4.3 C-1 .5x2.6 C-7x7.7 0 0.25" 0.251, o C-1.5x2.6 C-5X11.9(S) C-5.5x9.4(S) q Q o C-3x11.9 -32.50 2.50 Q C-7x7.7 C-40 12 12 ANCHOR TO RESIST UPLIFT l 39-1P-04 L 6-01-12 y 20-00-00 19-08-08 6-03-081.04-00 46-00-00 PROVIDE FULL BEARING.# Sr.ale: 118" in8 h'AhAE: Ian'slaff - SF08 p�,OFESS/Q7y wARMNGS: General Notes,urness otherwise noted: � =F� CA 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of an General Notes and. 2. Design assumes the top and bottom chords to be laterally braced at Q FILE NO 5 F08 Warnings before construction commences. 2'-0 o.0.and at 10'-0"o.c.respectively unless braced throughout their leftpth b continuous shealhin �?S.U4 compression web bracing mustba installed where shown a• y r'1 3. 2x rmpact bridging or s lateral ponsig required where shownn• Tt1 d.All lateral farce resisting elements such as temporary and permanent bracing, 4• tnslalWtion of cuss is the responsibility of the respective contractor. Ck x.T DATE: 10/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are 1D be used in a non-CDrrosive environment, Compu7res assumes no responsibility for such bracing. and are for"dry condition"of use. * sY� /�S 31J � 1 N1 S. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim of wedge if X r V DES. BY: E E lastene s are complete,and at no time should any toads g eater lean design nerassary. loads be applied teary component, 7. Design assumes adoauata drainage is provided. s.corn be.p has no control over and assumes no responsibility 8. Plates shall be located on both faces of Uuss,and placed so their center p ponsibility for the lines coindde with joint center lines. Lo �� lel\1G ,Q SEG. 3688079 fabrication,handling,shipment and installation of components. 9. Digits indicate SIZO Of plate in inches. 9 T. This design is furnished subject to the limitations on truss designs set forth 10.For basic desisp values of the ComMrus Plate,indicated by the prefix TE 1}F �Ffl� by TPI in MB-91 or TPVWTCA in SCSI 1-03 copies of which will be furnished C",see ICBO RR 4211 f ICC ESR-2529. by p CAIL by comp Tres open reg es,. 11.deshgnatdP(58)indicatess 18 gaemateriall is fused.All others are 2btga. ComPJTruS Inc. This design prepared from computer input by I fll 1!II II�IIII�IIII III�I�1lII I I ll II I Trans ID: 2241713 PREMIER TRUSS DMIB p LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0- UBC 97/TPI SINGLE MEMBER FCRCES 4y1R/GOF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= -3062 B 1= 2745 W 1= _ -287 WID= -2342 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= -3014 8 2= 2320 W 2= 549 W11- -403 • TOP CHORDS: T 3= -2371 B 3= 1834 W 3= -485 2x 4 MISR 1650F 1- 9 LOADING T 4= .1530 B 4= 1399 W 4= 642 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1531 B 5= 995 W 5= -802 2x 4 MISR 1650F 1. 6 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1363 B 5= -692 W 6= 846 WEBS: TOTAL LOAD = 37.0 PSF T 7= 838 W 7= -96 2x 4 H1- STOISTUO 1-11 T R= 843 W 8= -426 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP T 9= 0 W 9= 530 TC LATERAL SUPPORT <= 12'OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BC LATERAL SUPPORT <= 12'OC. VON. OVERHANGS: 0,0' 17.3' BEARINGS a Reactions: 1425 .22 LOCATION REACTION REO'0 AREA (90. IN.) 01- 0.0' 1424 3.52 HF (405) C-1x2.6 or equal at non-structural 39'- 8,5' 2102 5.19 HF (405) vertical members (uon). TRUSS NOT SYMMETRICAL, 46'- 0.0' -122 0.30 HF (405) 23-00-00 ORIENTATION AS SHOWN. 23-00-OD --,MAX LL DEFL = -0.136" (1-13477) @ 13'- 6.6' L/360 a 1.914" 11-11-08 11-00-08 11-00-08 11-11-08 MAX TL DEFL = -0.316" (1-/1496) 9 13'- 6.8" L/240 = 1.971" AX LL DEFL = 0.000" (L19999) 9 431- 3.0" L/360 = 0.190" MAX TL DEFL = 0,000" (L/9999) 9 45'- '5.8' L/240 = 0.285' 12 MAX TC PANEL LL DEFL = -0.035' (1-11553) 9 43'- 3,0' L/180 = 0.301' 5.0 0 4X2 OUTLOOKER NOTCHED CUT WITH 1 2 MAX TC PANEL TL DEFL = -0.000' (L/9999) @ 45'- 5.8' L/120 = 0.446" 5.00 MAX HORIZ. LL DEFL = 0.047' 0 39'- 8.5' Truss designed for 4x2 outl00kers. CARE AT IN-LET_ AREAS ONLY. MAX HORIZ. TL DEFL = 0.108' P 39'- 8.5' 2x4 let-ins of the same size and ND. 2: 4300.00 LBS DRAG LOAD, grade of structural top Chord. Insure C 4x4.3 SHEARWALL 0.00 to 46.00 tight fit at each end of let-in. Connect with C-2.Sx4.3 at each end and 4 0rt NOTE: TRUSS DESIGN ASSUMES UNIFORM C-1.5x2,6 at center of board (u.e.n.), ff SHEAR TRANSFER C 3x4 A C-2.50.3 NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load C-3x6(S) C-3X4.3(S) (enclosed structure, Exposure C, height to 30 feet), C-2.5x4.3 C-30.7 Max Calculated Uplift: Left = 0 Right = -348 C-1,5x4.3 C-1.Sx4.3 0 0 C-4x6 C-2.5x4.3 C-3x4.3 C-2.50.7 C-3x4.3 C-5x6 C-2.5x4.3� o C-3x6(S) CAA(S) ANCHOR TO RESIST UPLIFT 16-00-00 14-00-00 16-00-0 39-10-04 6-01-12 46.00-00 PROVIDE FULL BEARING.# 1-04-00 Scale: 118' J00 NAME: Langstaff - 5F09 �Q pFESS/p/y WARMNGS: GerMfal Notes,unless otherwise noted: 1.Read all Geneni Notes and Warnings before constnrction of trusses. 1. Design to support loads as shown. (G�� ` 2.Builder and erection contractor should be advised of art General Notes and 2. Design assumes the top and bottom chords to be laterally braced at x, Q FILE NO.: 5FO9 Warnings before construction commences. 2'-0'O.C.and at 10'-0'o.C.res ectively unless braced throughout their C`O 7. 2x4 compression wait bracing must he Installed where shown+, 3 let by Continuous Sheath[pog." 4.All lateral force resisting alaments such as temporary and pemtanant bracing, Imppact bridging or lateral bracing required where shown++ 4 Fft DATE' 10/30/2007 must be designed and provideq b desi er of com fete structure, 4, InstelWt of truss is die res onsibdity of the respective contractor. tC - com ,Tres assumes no rvi y designer p 5. Design assumes trusses are�o be used in a non-corrosive environment, p ponsibility for such bracing. and are for"dry Condition"of use. r� Nft� S.Na road should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXR 3131/09 DES. BY: EE fasteners are complete,and at no time should any leads greater than design necessary. ` 7. Design assumes ado ,ate draina a is rovided. [7 /�yI30 JO 1 loads he applied to any comparent. g ¢¢ g p / 01 e.Com Tm has no control over and assumes no responsibility S. Plates shalt be locate on both faces of truss,and placed so their center t�G pu ponsi enty for ifra y lines coincide wish joint center tines Sl fG�� �P SEC. : 3688080 fadncation,handling,shipment and installation of components, 9• Digits indicate SIZe of plate In inches. +f 7.This design is furnished subject to the limitations on truss designs setforth 10,For basic desigqn values of the ComppuTrus Plate,indicated by the prefix rF rr1-� by Tot in Hra-gi or TPVWTCA in 8CS11-07 copias of which will be furnished C",see ICBORR 42111 ICC ESR-2529. VF CAL14 by campuTrus upon request. 11.The.CompuTWS Net Section Plate is 4ndicated b the pDrefa'CN" the best ator 18)all 18 a.material is usedYAll others ate 2h a. C❑mPJTr'us Inc. This design prepared from computer input by II�III�IIfllllf�ll�ll�ll!lIIII�I�II�IIIIIE��I Trans TD: 224176 PREMIER TRUSS DMB 4 OF LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0" UBC 971TPI SINGLE MEMBER FORCES 4WRIGOF/Cq-1.25 TCM LOAD DURATION INCREASE = 1.25 + T iz ' 0 B 1= 2964 W 1= -279 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -3302 B 2= 2545 W 2= 540 TOP CHORDS: T 3= -3251 B 3= 2065 W 3= -483 2x 4 MSR 165OF 1-10 LOADING T 4= -2616 B 4= 1769 W 4= 630 BOTTOM CHORDS: L!_( 16.0)+OL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1786 B 5= 1458 W 5= -794 2x 4 MSR 165OF 1- 6 OL ON BOTTOM CHORD = 7,0 PSF T 6= -1802 B 6= -793 W 6= 1050 WEBS: TOTAL LOAD = 37.0 PSF - T 7- -1900 W 1= -313 2x 4 HF STD/STUD 1-11 T 8= 1029 W 8= -288 -TC UNIF LL+DL= a5.0 PLF 251- 8.0' TO 37'- 8,0" I' T 9= 967 W 9= 457 TC LATERAL SUPPORT c= 12'OC. UON. T10= 0 W10= -3118 RC LATERAL SUPPORT c= 12'OC. UON. -BC CONC LL+DL= 75,0 LBS @ 28'- 6.0' W11= -469 OVERHANGS: 16.0' 17.3" BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP Reactions: 1605 -72 LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARINGS LOCATION REACTION REO'D AREA (S0, IN.) 0'- 0.0 1522 3.76 HF (405) 39'- 8.5' 2683 6.63 HF (405) 46'- 0.0' -174 -0.43 HF (405) Caution: Note bearing area requirements. MAX LL DEFL = -0.136' (L/3477) @ 13'- 6,6' L1360 = 1,314' MAX TL DEFL = -0.353' (1-11339) @ 13'- 6.6" L/240 = 1.971" S 23-00-00 23-00-00 MAX LL DEFL = 0,000- (L/9999) @ 43'- 3.0- L/360 = 0.190" MAX TL DEFL = 0.000' (1-19999) @ 40'- 7.0' L1240 = 0.285" 11-11-08 11-00-08 I 11-00-08 11-11-08 MAX TC PANEL LL DEFL = -0.035' (1-11553) @ 43'- 3.0- L/180 = 0.301" MAX TO PANEL TL DEFL = 0.006' (L18596) @ 40'- 7.0' L/120 = 0.416" 12 C-4X4.3 12 MAX HORIZ, TL DEFL = 0.127' @ 39'- 8.5' 5,00 L___ 4.0- �5 DU NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load C-2.U4.3 ,1' 0-2.5X4,3 (enclosed structure, Exposure C, height to 30 feet), C-3x6(S) G-U7.7(8) Max Calculated Uplift: Left = 0 Right = -174 C-2.5x4.3 C-3x9.4 C-1.5x2.6 C-1.5x2.6 4 2X6 A c? o C-2.5x4.3 C-2.5x4.3 C-3x7.7 C-3x6(S)G-2.5x4.3 C-5x7.7 #C-2.5x4.3 0 C-3x9.4 C-3x6 S C-2.5x3.4+C-2.5x3.4+C-2.5x3.4+ ( ) ANCHOR TO RESIST UPLIFT A-RESTRAIN ENDS TO RESIST ROTATION 16-00-00 14-00-00 16-00-00 l 39-10.04 6-01.12 1 04-00 PROVIDE FULL BEAR ING.# 46-00-00 1-04-00 Scale: 1/8' _ JOB NAME: Lan staff - 51`12 p�4FESSo, WARNINGS: General Notes,unless Otherwise noted: 4 qC 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. R'� �6 F� Z. Builder and erection contractor should be advised of all Generai Notes and 2. ppes'l-gn assumes the top and bottom chords to be laterally braced at A, 2'.0 o.c.and at 10'-O"o.c.respectively unless braced throughout their FILE NO. : SF12 Warnings berate construction commences. p y 9 3.20 compression web bracing must be installed wbere showrt+. length by continuous sheathing. I(,j Tt7 4.All lateral farce resisting elements such as temporary and permanent bracing, 3. 2x Impact bridging or lateral bracing required where shown++ ,w 4. Installation of truss is the responsibility of the respective contractor. rz � DATE: 10/30/2007 must be designed and provided by designer of complete structure 5, pesign assumes trusses are t0 be used in a nonce OrcOSIVa environment, CompuTrus assumes no responsibility for such bating• and are for dry eondlfion"of use. ` - 5.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP 3131= DES. BY: EE fasteners are complete,and Of no little should any lands greater than design necessary. loads be applied to any component. 7. pesign assume9 odeauate drainage'is CfOvitled. o /G/so/C'7 G. CompuTrus has no control over and assumes an responsibility for the 8. Plates shall be located on both fares of truss,and placed so their center Wines coincide with joint center.lines. ��. �L j;�(^j��� SEQ. : 3688081 fabrication,handling,shipment and installation of components. 9. Digits Indicate Size Of plate In inches. 9 7.This design is furnished subject to the limitations on truss designs set forth 10.Ft1r basic desigQn values of the Compp Trus Plate,indicated by the prefix OF tF�� by TPI in HIB-91 or TPWJTCA In SCSI 1.03 Copies or which will be tumished C",see IC30 R 42111 ICC ESR;2 29. CAL, by CompuTrus upon request. 11.The CompuTrus Net Seclioft Plate is indicated by the prefix"CN" the designator(1 6)indicates 18 a.material is used.All others are 2b a. I IIII I I I IIII CQmpuTrus Inc. This design prepared from computer input by I IIIIII II II I III IIIII II II II II Illlf IIII IIII PREMIER TRUSS DMB Trans ID: 224176 p LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0,0' USC 971TPI SINGLE MENi6E9 FORCES 4YiR}GDFjCq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 6 1= 2830 W 1= -263 SIZE SPECIE GRACE PANEL(S) SPACED 24.0" O.C. T 2= -3155 B 2e 2405 W 2= 547 TOP CHORDS: T 3= -3106 B 3= 1924 W 3= -486 2x 4 MSR 165OF 1-10 LOADING T 4= -2464 B 4= 1526 W 4= 632 BOTTOM CHORDS: LL( 16,0)+OL( 14,0) ON TOP CHORD = 30.0 PSF T 5= -1633 B 5= 1214 W 5= -795 2x 4 MSR t65OF 1- 6 DL ON BOTTOM CHORD - 7.0 PSF T 6= -1631 8 6= -719 W 6= 920 WEBS: TOTAL LOAD = 37.0 PSF T 7= -1563 W 7= -148, 2x 4 HF STO/STUD 1-11 T 8= 963 W 8= -287 -TC CONC LL+DL= 450,0 LBS @ 37'- 8.0' T 9= BB7 W 9= 457 TC LATERAL SUPPORT <= 12'DC. URN. -BC CONC LL+DL= 75.0 LBS @ 28'- 6.0' T10= 0 W10= -2711 BC LATERAL SUPPORT <= 12'OC. UON. W11= -696 LOADS AS GIVEN BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP OVERHANGS: 17.3" 17 3" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Reactions: 1549 -63 ' 6EARINGS LOCATION REACTION REO'D AREA (SO, IN.) 0'- 0.0' 1462 3.61 HF (405) 39'- 8.5' 2631 .6.50 HF (405) 461- 0,0" 165 -0.41 HF (405) Caution: Note bearing area requirements. MAX LL DEFL= -0.136" (L/3477) @ 13'- 6,6" L1360 = 1.314' TRUSS NOT SYMMETRICAL. MAX TL DEFL = -0.330" (L/1433) @ 131- 6.6' L1240 = 1.971' • ORIENTATION AS SHOWN. 23-00-00 23-00-00 MAX LL DEFL = 0.000- (1-/9999) @ 43'- 3,0' L1360 = 0,190" MAX TL DEFL = 0.000- (L/9999) @ 41'- 5.7- 1./240 = 0.285- 11-11-08 11-00-08 11-00-08 11-11-08 MAX TC PANEL LL OEFL = -0.035' (1.11553) @ 43'- 3,0' L/180 = 0.301" 450# MAX TC PANEL TL DEFL = 0.049' (L/1006) @ 41'- S.7' L/120 = 0,412" C-4x4.3 MAX HORIZ. LL DEFL = 0.047' @ 3g'- 8,5' 12 12 MAX HORIZ. TL DEFL = 0.116' @ 39'- 8,5' 5,001--- 4.0 a ­15.00 NOTE: Truss designed in accordance with UBC 97 reflecting a 70 mph wind load C-2.5x4.3 2.1' C-2.5x4,3 (enclosed structure, Exposure C, height to 30 feet). C-3x6(S) G-3x7.7(S) Max Calculated Uplift: Left = 0 Right = -165 C-2.5x4.3 C-3x9.4 C-1.5x2.6 + + C-1.5x2.6 _ C-5x5,1 + o A A o s 2X6 Zo C 2.5x4,3 C-2,5x4.3 C-2.5x7.7 C-3x6(S)C-2.5x4.3 C-5x7.7 #C-2.5x4.3 C> C-3x6(S) C-2.5x3.4+C-2.5x3.4+C-2.5x3.4+ ANCHOR TO RESIST UPLIFT I, I, �75 A-RESTRAIN ENDS TO RESIST ROTATION 0 L 16.00-00 14-00-00 16-00-00 1. 39-10-04 6-01-12 I 1-04-00 PROVIDE FULL BEARING,# 46-00-00 1-04-00 Scale: 118' JOB NAME: Langstaff - SF13 1y�rFESS/Q wARNlwcs: General Notes,unless otherwise noted: ��� ���( 1.Read all General Notes and Warnings betom,constrrtcboa of trusses, 1. Design to support loads as shown. 2.Builder and erection contractor should be advised of all General Notes and 2. Desi'gn assumes the top and bottom chords to be laterally braced at (? (t1 FILE NO.: 5F13 warnings before construction commences. 2-0'o.0 and at 17-0"o.c.respectively unless braced throughout their 3.2s4 compression web bracing must be installed where shown 4. length by continuous sheathlno. 4.All lateral force resistinglaments such as tern 3. 2x Impact bridging or lateral bracing required where shown++ AU ftt e temporary and permanenlbracing, 4- Installation of truss is the respponsibili of the respective contractor. cc 7o DATE: 10/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are 10 be used in a non-corrosive environment, Compu Trus assumes no responsibility for such bracing• and are for"dry condition"Of use. 5. No load should be applied to any component until actor all bracing and 6, Design assumes full bearing at all supports shown.Shim or wedge if EXP.3/31 ro9 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary. / �30!0 loads be applied to any component. 7, Resign assumes etlaquale drainage is provided. f bj 4 7 S.CompuTrus has no control over and assumes no responsibility for the B. Plates shall be locala on both faces o (fuss,and placed so their center f �. SEQ�1 lines coincide with Joint center lines, cf1J. ENG�� �Q- " : 3688082 fabrication,handling,shipment and installation of components. 9. Digits Indicate size of plate in inches. T.This design is furnished sub)ect to the limitations an truss designs set forth 10.For basic design values of the ComppuTrus Plate,indicated by the prefix 1� by TPI in HIS-91 orTPVWTCA in BCSI 1-03 copies of which will be furnished C",see ICBO RR 421111CC ESR-2529, q� F CAL.I by compuTnis upon request 11.The Compu7rus Net Section Plato is indicated bit the prefix'CN" the desigrlat pr(18 nticetas 18 ga.material is used All others are 2b ga. 11IIII�I I�I I�I� CampuTpus Inc. This design prepared from computer input by I(IIIII II(.III I�I�I IIIII IIIII IIIII II (III Trans ID: 224176 PREMIER TRUSS DM8 7.4.0 1 F2X UMBER SPECIFICATIONS TRUSS SPAN 46'- 0,0- UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF1Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= -1157 B 1= 2832 W 1= -284 W10= -2711 SPECIE GRADE PANEL($) SPACED 24.0' O.C. T 2= -3108 B 2= 2407 W 2= '549 W11= -896 • TOP CHORDS: T 3= .2465 B 3= 1925 W 3= -466 MSR 1650E 1- 9 LOADING T 4= -1633 B 4= 1526 W 4= 632 BOTTOM CHORDS: LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -i631 B 5- 1214 W 5= -795 M5R 165DF 1- 6 DL ON BOTTOM CHORD = 7.0 PSF T 6= -1584 B 6= 720 W 6= 920 WEBS: TOTAL LOAD = 37.0 PSF T 7= 963 W 7= -148 2x 4 HF STUISTUD 1-11 T 8= 687 W 8= -288 -TC CONIC LL+OL= 450.0 LBS @ 37'- 8.0- T 9= 0 W 9= 457 TC LATERAL SUPPORT <= 12"OC. LION, -BC CONC LL+DL= 75.0 LBS @ 28'- 6.0' BC LATERAL SUPPORT <= 12"OC. UON. 60TTDY CHORD CHECKED FOR 10PSF LIVE LOAD. TOP OVERHANGS: 0.0" 17.3' LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARINGS +*' Reactions: 1463 -65 LOGATION REACTION REO'D AREA (30. IN,) C-tx2.6 ore equal at non-structural 0'- 8.0' 2631 3.61 HE (405) q 39'- 8.5' 2631 6.50 HF (405) vertical members (uon). 46'- 0.0" -165 -0.41 HF (405) Caution: Note bearing area requirements, MAX LL DEFL= -0.136" (L13477) @ 13'- 6.6" L/360 = 1.314' MAX TL DEFL = -0.330" (1-/1433) @ 13'- 6,6" L1240 = 1.971' MAX LL DEFL = 0,000" (L/9999) @ 43'- 3,0" 1_1360 = 0.190' MAX TL DEFL = 0.000" (1-19999) @' 41'- 5.7" L/240 = 0.285" • 23-00-00 23-00-00 MAX TC PANEL LL DEFL = -0.035' (L/1416) @ 43'- 3,0' L/180,= 0.275' MAX TC PANEL TL DEFL = 0.049' (L/1006) @ 41'- 5.7' L/120 = 0.412" 11-11-08 11-00-08 11-00-08 1 1-1 1-08 MAX HORIZ, LL DEFL = 0.047' @ 39'- 8.5" 450# MAX HORIZ. TL DEFL = 0.116" @ 39'- 8,5' 12 C-44.3 12 OND. 2: 9100.00 LEIS DRAG LOAD. 5,00 1�7' 4,3' -1 5.00 SHEARWALL 0.00 to 26.00 OTE: TRUSS DESIGN ASSUMES UNIFORM C-3X6 2.0' C-4x6 SHEAR TRANSFER C-M(S) C-W.7(S) NOTE: Truss designed in accordance with C-2.5x6 C-W.7 UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). C-2.5x4.3 + + C 2.5x4.3 Max Calculated Uplift: Left = -230 Right = -333 2X6 0 o c )C-3xl1 .9 C-4x4.3 C-3x9.4 C-2.50.4+C-5x5.1 C-5,5x77# C-3x7.7 C-4x4.3 C-3x7,7(S) CN18-3x13,6(S) ANCHOR TO RESIST UPLIFT t C-2.5X3.4 AT DIAGONAL INLETS TYP. C-2.50.4+ 75 A-RESTRAIN ENDS TO RESIST ROTATION I, L 16-00-00 14-00-00 16-00.0 39-10-04 6-01-12 L Wedge required at heel(s). 1 Scale: 1/8" 46-00-00 PROVIDE FULL BEARING.# 1-04-00 JDR NAVE: Lariclstaft - 5F14 �,FpI ESSlp� WARNINGS: General Notes,unless otherwise noted: �0 C q� 1.Read all General Not-and Warnings before canstrvclion of trusses. 1. Design to support loads as shown. �- '�� '4�1/j} F 2.Builder and amcdon contractor should be advised of as General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO. : 5F14 warnings before constmction commences. 2'-0"o.c,and at 17-0"o.c,respectively unless braced throughout their 1.2x4 compression web bracing must be instaned w whom shon+- length by Continuous sheathing rp ty't 4.All lateral force resisting elements such as temporary and permanent bracing, 3. 2x fin aCt bridgging or lateral bracing required where shown++ 4;u DATE: 10/30/2007 must be designed and provided by designer of complete structure, 4. InstalPation of Wss is the res onsitrUity of the respective,contractor. iX Compuirus assumes no responsibility for such bracing. 5. Design assumes trusses are to be used in a non-corrosive environment, S. No load should be a lied to an corn g and 6. Design assumes(full bearing at all supports shown.Shim or wedge if . EXR 3131/09 PA Y portent until after all bracing DES. BY: EE to teners am complete,and at no time should any loads greater than design necessary loads be applied to any component. 7. Design assumes adequate drainage is provided. S. Plates shall be locate on both fares of miss,and laced so their center 1f r S.Compu7ros has no control over and assumes no responsibility for the P � V SEQ. : 3688083 fabricatron,handling,shipmen lines coincide with joint center lines. S \r1 P t and installation of components. g, Digits indicate size of plate in inches, ref �� a� 7.This design is furnished subject to the limitations on fru-designs set forth 10m .For basic desigpnn Values Of the ComppuTrus Plate,indicated by the prefix r�+aE CA yI�O� by TPI in HI641 or TPVWTCA in BCSI 1-03 copies of which will be furnished C",see ICBO"RR 4211 r ICC ESR-2529. by Copuims upon request. 11.The CompuTrus Net Section Plate Is Indicated by the prefix"CN" the designator(16 indicates 18 ga.material is used.All others are 2b g a. III�� 11�II I CumpLJT-L.)5 Inc. This design prepared from computer input by I III�I��I 1 I�� 1� I��I Il` I�I�I I�11 I II Trans I0: 224176 PREMIER TRUSS DMB LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0- UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= -5191 B 1= 4803 W 1= -376 W10= -778 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" D.C. T 2= .4755 8 2= 4080 W 2- 531 W11= 916 TOP CHORDS: T 3= -3496 R 3- 0 W 3= -844 W12- -3998 2x 4 MSR 165OF 1- 6, 9 LOADING T 4= -3497 B 4= 13 W 4= -362 yd13- -760 2x 4 NSA 210OF 7- 8 LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1311 B 5- 1038 W 5= 15 BOTTOM CHORDS: DL ON BOTTOM CHORD = 7.0 PSF T 6= -807 B 6= 321 W 6= 1333 2x 4 MSR 165OF 1- 7 TOTAL LOAD = 37.0 PSF T 7= 2950 B 7- -2552 W 7= 2938 WEBS: T a= 2894 W 8= -645 2x 4 HF STD/STUD 1- 5, B-11, 13 -TC CGNC LL+DL= 450.0 LBS @ 37'- 8.0" T 9= 0 W 9= 169 2x 4 MSR 165OF 6- 7, 12 -BC CONC LL+DL= 75.0 LBS @ 28'- 0.0" TC LATERAL SUPPORT <= 12"OC. UON, BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARINGS BC LATERAL SUPPORT - 12"OC. UON, LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATION REACTION RE0'0 AREA (S0. IN.) OVERHANGS: 0.0' 17.3" 01- 0.0" 1338 3,30 HF (405) Reactions: 1338 -889 39'- 8.5' 3579 8.84 HF (405) 46'- 0.0• -980 -2.44 HF (405) 23-00.00 23-00-00 caution: Note bearing area requirements. I MAX LL DEFL = -0.396" (L/1194) @ 12'- 0,2' L/360 = 1.314" 11-11-08 11-00-08 11-00-08 11-11-08 MAX TL DEFL = -0.946" (1-1499) @ 12'- 0.2' 1-1240 = 1.971" 1 t450f# MAX LL DEFL = 0.000" (0 9999) 9 45'- 5.8' L/360 = 0.190° ® 12 C-5.5x9,4 r 12 MAX TL OEFL = 0.000" (L/9999) @ 41'- 8.5' L/240 = 0.265" MAX TC PANEL LL DEFL = 0.000' (1-19999) @ 451- 5,8" 1-1180 = 0.290" 5.00 L---- 9 ' Q 5.00 MAX TC PANEL TL DEFL = 0.053' (1-1925) @ 41'- 8.5" L/120 = 0.412' MAX HORIZ• LL DEFL = 0.201• @ 39'- 8.5• C-5x7.7(S) C-1.5x2.6 3.711 C-3x4.3 MAX HORIZ. TL DEFL = 0.482' @ 39'- 8.5° C-3x7.7{S) NOTE: Truss designed in accordance with 1.0011 UBC 97 reflecting a 70 mph wind load C-4x 9.4 (enclosed structure, Exposure C, height to 30 feet). C-1.5x2.6 + C-1.5x2.6 Max Calculated Uplift: Left = 0 Right = -988 c + o C-2.5M 6 o c C-3x11.9 0-1 .5x2,6 C-2.50.7 C-3x6(S) C-4x4.3 C-7x7.7(( C-3x7.7( n "2.50 C-7x11.9 C-2.5x3.4+C-2.5x3.4+C-2.5x3.4+ ANCHOR TO RESIST UPLIFT 12 •PO75HELF TO 2-6" MAX. L TO SUPPORT UP TO 30 PSF. � �75R L A-RESTRAIN ENDS TO RESIST ROTATION y F 9 L 17-02-08 12-09-08 16-00-0� 39-10-04 6-01-12 T L 17-02.08 28-09-08 1- 4-00 L 15-09-00 30-03-00 L 46.00-00 PROVIDE FULL REARING. scale: 1/8' JOB NAME: Langstaff - 5F15 c WARNINGS: General Notes,unless otherwise noted: G..© C 1. Read all General Notes and Warnings before construction of trusses, 1, Design to support loads as shown. C '� �' 2.Builder antl emetion contractor should be advised of an General Notes and 2. Desi9gn assumes rite top and bottom chords to be laterally braced at �.' �Q O (� FILE NO.: 5F15 Warnings below construction commences. 2'-0 o.c.and at 10'-0"o.c.respectively unless braced throughout their (�, S.2x6 compression v+eb bracing must be installed whom shown+. length by continuous sheathing r,-9 rr 6.All lateral force resisting elements such as temporary and permanent bracing, 3. 2x tenpin by brillginq or lateral bracing required where shown++ u 4- Installalkn of truss is the respponslbllity of the respective contractor. LK DATE: 1 O/3O/200 7 must be designed and provided by designer of complete structure. 5. Design assumes trusses are j0 be used In a noncorrosive environment, CompuTrus assumes no responsibility for such bracing. and are for"d�y Condition"Of Use. i�^�yr�v S.No load should be applied to any compormnt until after all bracing and 6. Design assumes full bearing at all supports shown.Shim Or wedge if EXP. 3/31109 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessary t1 /�l'�/0 loads be applied to any component. 7 Design assumes adequate drainage is provided. j 6.CompuTrus has no control over and assumes no responsibility for the 8.. Plates shall be located on both faces of truss,and placed so their center L� G SEQ. \OQ- , 36$8084 fabrication,handling,shipment and insbtlat on of components, . lines coincide with joint center lines. 9 Digits indicate size of plate in inches. QT (tl\ 7.This design is furnished subject to the limitations on truss designs set forth 10.For basic desi n values of the CompuTrus Plate,indicated by the prefix FQF ft by TPI in Hla-91 or TPIIWTCA In SCSI 1-03 copies of which will be furnished C",see ICBO-RR 4211/ICC ESR-2529. CA;-ti by Compuyrus upon request. 11.The CompuTrus Net Section plate is indicated b the prefix"CN" the designator(18)indicates 18 a.material is usedYAll ohers are 2b 9a. CampuThis `11C. This design prepared from computer input by 1!1�l11 k!!Il 1lIII Il!!I I�l1!11 I11�1lI I� I Trans ID' 224176 PREMIER TRUSS 0M6 LUMBER SPECIFICATIONS TRUSS SPAN 46'- 0.0' UBC 97/TPI SINGLE MEMBER FORCES 41VR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= -5476 B 1= 5089 W 1= -363 W10= -700 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -5049 B 2= 4385 W 2= 521 W11= 789 TOP CHORDS: T 3= -3802 8 3= 0 W 3= -040 W12= -4066 2x 4 MSR 165OF 3- 9 LOADING T 4= -3802 B 4= 14 W 4= -360 W13= -514 2x 4 MSR 210OF 1- 2 LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -1484 8 5= 1308 W 5= 23 BOTTOM CHORDS: OL ON 60TTGAI CHORO = 7.0 PSF1496 2x 4 L1SR 165OF 3- 7 TOTAL LOAD = 37.0 PSF T 6= -1 27 B 6= 266 W 6= 3157 2x 4 MSR 210OF 1- 2 T 7= 262T B 7= -2288 1Y 7= 3157 WEBS: -TC UNIF LL+DL= 85.0 PLF 25'- 8.0" TO 37'- 8,0" I T 8= 2570 W 8= -618 2x 4 HF STD/STUD 1- 5, 8-11, 13 T 9= 0 W 9= -42 2x 4 MSR 1656F 6- 7, 12 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP TC LATERAL SUPPORT <= 12'OC, uON, LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. BEARINGS SC LATERAL SUPPORT <= 12'OC. UON. LOCATION REACTION REO'D AREA (SO. IN.) 0'- 0.0' 1400 3.46 HF (405) OVERHANGS: 0.0" 16.0" 39'- 8.5° 3393 8.38 HF (405) Reactions: 1400 -746 46'- -0.0' -637 -2.07 HF (405) C-1x2.6 or equal at non-structural vertica 23-00-00 23-00-00 Caution: Note bearing area requirements, l�em�ers (uon�. 1 MAX LL DEFL = -0.357" (L/1324) @ 12'- 0,2' L/350 = 1.314' 11-11-08 11-00-08 11-00-0$ 11-11-08 MAX TL DEFL = -0.887" (L/533) @ 12'- 0.2' L/240 = 1.971" T MAX LL DEFL = 0.000" (L/9999) @ 45'- 5.8" L/360 = 0.190' 12 C-5,50.4 12 MAX TL DEFL = 0:000" (1-19999) @ 40'- 9.7' L/240 = 0.285" MAX TC PANEL LL DEFL = 0.000" (1-/9999) @ 45'- 5,8- 1.1180 = 0.294" 5.0 01---- g q 5.00 MAX TC PANEL TL OEFL = 0.011' (1-14646) @ 40'- 9.7' 1.1120 = 0.412' MAX HORIZ. LL DEFL = 0.185' @ 39'- 6.5" C-1.5x2.6 "7 C-2.5x4.3 MAX HORIZ. TL DEFL = 0.463' @ 39'- 8.5" C-3X6(S) NOTE: Truss designed in accordance with C-5.5x7.7(S)0.75q UBC 97 reflecting a 70 mph wind load 0-4x9.4 (enclosed structure, Exposure C, height to 30 feet). + C-1.5x2.6 C 1.5X2.6 Max Calculated Uplift: Left = 0 Right = -837 0 0 C-2.5X4.3 o o C-3x11.9 0-1 .5x2,6 C-3x11.9 C-3x4.3 C-70.7 C-3x7.7 0 ­=32.50 C-7x11.9 C-M(S) ANCHOR TO RESIST UPLIFT 12 C-2.5X3,4 AT DIAGONAL INLETS TYP. L 17-02-08 12-09-08 16-00-0�`I L 139-10-04 6-01.12 L 17-02-08 28-09-08 1-102-10 L 15-09-00 30-03-00 ® Scale: 1/8" 46-00-00 PROVIDE FULL BEARING.# JOB NAME: Langstaff - 5F16 �ZL3FES�d� WARNINGS: General Notes,unless otherwise noted: �� R �� ( 1,Read all Ganeral Notes and warnings before construction of trusses. 1. Design to support loads as shown. etc �� R� 2,Builderand auction contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at fy' (ate FILE NO. : 5F 16 warnings before construction commences. 2'-0"o.c.and at 10'•0"o.c.respectively unless braced throughout their 3,2x4 compression web bracing must be installedwhere shown+- length by continuous sheathing. 3..2x m act bridging or lateral bracing required where shown++ t a.All lateral force resisting elements such as temporary and permanent bracing, 4. InslalPetion of Fruss is the respponsibility of the respective contractor. DATE: 1 0 1 30/2007 must be designed and provided by designer of complete structure, 5. Design assumes trusses are to be used in a non-corrosive environment, ® CompuTm assumes no responsibility for such bracing, and are for dry condition"of use. s.No load should be applied to any component until after an bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if EXP.3131/09 DES. BY: EE fasteners are complete,and at no time should any loads greater than design necessar7 4 loads be applied to an 7. esi n a sumes ode uate draina a is provided. p aa 30 0 pp y component. S. Plates shall be located on tfoth fa es of truss,and placed so their center SCCr(y� s.CompuTms has no central over and assumes no responsihility for the lines coincide with joint center lines: rs'T 7�Ci1�V �P L-lt• 3688085 fabrication,handling,shipment one inslalbtian or components, 9. Digits Indicate size of plate in Inches. 7.This design is furnished subject to the limitations on buss designs set forth 10.For basic desi n values of the ComppuTrus Plate,indicated b the prefix by TPl in HIR-81 or TPeWTCA in 6CSI 1-03 copies of which will be famished "C",see ICBO tR 42111 ICC ESR-2529. y p OF CAI ft by computms upon request. 11.The CompuTrus,Net Section Plate is tndtcated by the profs"CN" the designator(18 indicates 16 ga.material is used.All aphers era 2t)ga, IIIIIIIIIIII C❑mmL.Trus Inc. This design prepared from computer input by IIIlIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIII Trans ID: 224176 PREMIER TRUSS DMS LUMBER SPECIFICATIONS TRUSS SPAN 20'- 0.0' NOTE: Truss designed in accordance with LOAD DURATION INCREASE = 1.25 USC 97 reflecting a 70 mph wind load SITE SPECIE GRACE PANEL(S) SPACED 24,0' D.C. (enclosed structure, Exposure C, height to 30 feet). . TOP CHORDS. 2x 4 MSR 1650F 1- 2 LOADING Max Calculated Uplift: Left = 0 Right = 0 BOTTOM CHORDS: . LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF 2x 4 MSR 1650F 1 OL ON BOTTOM CHORD = 7.0 PSF TOTAL LOAD - 37.0 PSF TC LATERAL SUPPORT - 12'0C. UON. BC LATERAL SUPPORT - 1210C, UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. TRUSS DESIGNED FOR 4X2 OUTLOOKERS. 2X4 LET-INS OF SAME SIZE AND GRADE OF STRUCTURAL TOP CHORD.INSURE TIGHT REFER TO COMPUTRUS STANDARD FIT AT EACH ENO OF LET-IN.CONNECT GABLE END DETAIL FOR COMPLETE 10.00-00 WITH C-2.SX3.4 TYP 9 36' O.C. (UON), 10-00-00 SPECIFICATIONS. 4X2 OUTLOOKER NOTCHED CUT WITH 12 or equal at non-structural C-04,3 CARE AT IN-LET AREAS ONLY. 12 5.00� v vertierticaa l members (uon). '715.00 o c C-2.5x4.3 C-2.5x4,3 - Continuous bearing I. I, 20-00-00 Scale: 3/8" JOB NAME: Langstaff - 5Go0 Q�pFESS1pN WARMNGS: General Notes,unless otherwise noted: f�Q R�,�� 1,Read all General Notes and Warnings before construction of trusses, 1. Design to support loads as shown. �"Q" '�!R.CAP 2.Builder and erection contractor should be advised of alt General Notes and -2. Design assumes the top and bottom Chords to be laterally braced at fy. Q Q FILE NO. : 5G00 Warnings hetore construction commences. ' 2'-0'o.c.and at 10'-0"o.e.respectively unless braced throughout their a Ct C Z le th by continuous sheathing. 3.2x4 compression web bracing must be installed where shown+, u' Fitt 4.All lateral Force resisting elements such as temporary and permanent bracing, 3 2x mpact bridgrig or lateral bracing required where shown++ 7 4. Installation of truss is the ranonsibifity of the respective contractor. DATE: l 0/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are�0 be used in a noncorrosive environment, ® CompuTru assumes no responsibility for such bracing. and are for'dtV condition"of use. .j. 5.No load should he applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if e EXP. 3/31/09 DES. BY: EE listeners are complete,and at no time should any loads gmaterthan design necessary. loads be applied to any component. 7. Daslgn assumes adequate drainage is Drovided. 0 J-P a -1`4- s.CompuTms has no control over and assumes no responsibility,for the 6. Plates shall be locate an both fares of truss,and placed so their center SEQ. : 3688086 fabrication,handling,shipment and installation of components. Dias coincide with joint ate incente inches, sT ENG1t� 9. Digits sicdindicate size values s of h inches. ,9 7.This design is famished subject to the limitations on truss designs stir fodh 10.For basic de ign values of the Com uTfus Plate,indicated by the prefix OF by TPf in Hta-sT or TpbrWTCA in HC31 1-a3 copies of which will be furnished "C",see ICEI R 4211/ICC ESR-2L529. CAL by CompuTms upon request. 11.TheCompuTrTis Net Section Prate is indicated by the prefix"CN"the des.nator(1B indicates 18 a.material Is used.All others are 2b a. • 1 I I�I I III CompuTrus Inc. This design prepared from computer input by II�II� I III II II Illil III��I�fll II I IIII Trans ID: 224176 PREMIER TRUSS DMB LUMBER SPECIFICATIONS 40.00-00 DUTCH SETBACK 6-00-00 FROM END WALL UBC 97/TPI 2 MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 + T 1= 0 B 1= 2850 W 1= -642 Wll= -1422 SIZE SPECIE GRADE PANELS) T.2= -3070 8 2- 408 W 2= 2678 W12= 2150 LUMBER CHORDS: LOADING T 3= -2882 B 3= -3812 W 3= -1582 W13= -702 2x 4 MS 1650F 1-10 TO UNIF LL( 32.0)+DL( 28,0)= 60.0 PLF 0'- 0.0" TO 40'- 0.0' V T 4= 1130 B 4= -3812 W 4= -15f4 BOTTOM CHORDS: TC UNIF LL( 48.0)+DL( 42.0)= 90.0 PLF 6'- 0.0" TO 34'- 0,0' L T 5= -640 B 5= .590 W 5= 1672 2X 4 MSR 165OF 1- 5 BO UNIF LL( 0.0)+DL( 28.01= 28.0 PLF 0'- 0.0• TO 40'- 0.0' V T 6= -840 8 6- 1382 W 6= 3810 WEBS: T 7= 2062 W 7= 2526 2x 4 HF STD/STUD 1-13 TC CONC LL( 160.0)+OL( 140,0)= 300.0 LBS @ 6'= 0.0- L T 8= -1332 W 8= -5262 TC CONG LL( 160.0)+DL( 140.0)= 300.0 LBS @ 34'- 0.0' L T 9= -1508 W 9= 3484 TC LATERAL SUPPORT <= 1210C, UON. T10- 0 W10= -1934 BC LATERAL SUPPORT <= 1210C. LION. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD, TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OVERHANGS: 17,3' 1 611 ) Reactions: 896 611 2 COm lute trusses required. BEARINGS Join together2 ply with 3'x.131 DIA GUN LOCATION REACTION REO'D AREA (SO. IN.) C-1x2.6 or equal at non-structural nails staggered at: 01- 0.0' 800 1.97 HF (405) vertical members (uon). 12' oc throughout 2x4 top chords, 21'- 0.8 5327 13.15 HF (405) 12' oc throughout 2x4 bottom chords, 40'- 0.0' 513 1.27 HF (405) TRUSS NOT SYMMETRICAL, 12' oc throughout webs, MAX LL DEFL = -0.097' (1-/2551) @ 6'- 0.0' LJ360 = 0.688" ORIENTATION AS SHOWN. 20-00.00 20-00-00 MAX TL DEFL = -0.212" (L/1167) @ 6'- 0.0' L/24C = 1.031" MAX LL DEFL - -0.052" (1-/4230) @ 34'- 0.0' LJ360 0.611" 12-07-13 7.04-03 7-04-03 12-07-13 MAX TL DEFL = -0.113" (L/1946) @ 34'- 0,0' L/240 = 0.917" .300i1 1 .3001/ MAX HORIZ. LL DEFL = 0.034' @ 391- 8.5' 02 OUTLOOKER NOTCHED CUT WITH MAX HORIZ. TL DEFL = 0.073' @ 39'- 8,5" 12 CARE AT IN-LET AREAS ONLY, 12 Truss designed for 4x2 outlookers. NOTE: Truss designed in accordance with 5.00 L--- Q 5.0 0 2x4 let-ins Of the same size and UBC 97 reflecting a 70 mph wind load C-4x4,3 grade of structural top chard. Insure (enclosed structure, Exposure C, height to 3D feet). C-7x9.4 tight fit at each end of let-in. C-4X6 C 4X6 Connect with C-2.5x4.3 at each end and Max Calculated Uplift: Left = 0 Right = o C-3x4.3(S} C-3x4.3(S) C-1.5x2.6 at center of board (u.a,n.). INT. _ -69 @ 211- 0.6" C-30x11.9 C-4x6 C-2.SX3,4 TYP AT HORIZONTAL INLETS, C-1.5x2.6 + C-1.5x2.6 0 0 C-5x6 C-5x9.4 C-5x9.4 C-5x5.1 o o C-W 3 C-2.5x3.4 C-2.5x4.3 0 �3.00 C-3x4.3(S} 3.00� 12 12 �L 6-00-00 14-00_00 14.00.00 6-00-00 1 1-04G00 1 21-01-12 18.10-04 11 1-104-00 6-00-00 28-00-00 6-00.00 PROVIDE FULL BEARING.# 40-00-00 y Scale: 1/8' JOB NAME: Langstaff - SHOO gFESS/(j4 wARNINcs: General Notes,unless otherwise noted: (G� `J( 1.mead as cenenl Notes and warnings before construction of trusses. 1. Design to support loads as shown. ant- ���'CA Fy 2.a ilder and erection-tra.tor should be advised of all Oeni nl Notes and 2. Design assumes the top and bottom chords to be laterally braced at x., C3 O C FILE NO.: SHOO warnings before constmction commences. 2'-0 o.e.and at 1D'-0"o.c,respectively unless braced throughout their Cq { a,2x4 compression web bracing must be installed where shown+. Iehggth by continuous sheathing. ra temporary and permanent bracing, 3. 2x Im ct bntl ing or lateral bracing required where shown++ a4f 4.All latenita Cell resistingelements such as tern pa DATE 10/30/2007 must be designed artd provided by designer or complete structure. 4. Installation of russ is the responsibility of the respective contractor. 1 5. Design assumes trusses are to be used in a non-corrosive environment, • Compu7rusassurnes no responsibility for such bracing. _ and are for"dry Condition"of use- s. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if * EXP, 3131109 DES- BY: EE fasteners am complete,and at no time should any loads greater than design necessary. bads be applied to any component. 7. Design assumes adegltate drainage IS provided. 8. Plates shall be located on both fa so truss,and placed so their center 6,CompuTms has no contra)shipment an d nssumes no components. for the V noes coincide with joint center lines. s � l SEQ. : 36880$7 Thisds fabrication,handling,shipme c and he lunation of components. ���`� �Q 9. Digits indicate size values plate h inches. qT. OF T.This design is famished subject[e the limitations on truss designs set forth 10.FQQr basic design values of the SR-2o52rus Plate,indicated by the prefix F C} by TPI in HI6-91 or TPUWTCA in BC51 t-07 copies of which will be furnished "G" see IC80li 4211!ion ESe Is indicated CA1- by compurms upon request, 11.The,CompuTrus.Net section Plate is indicated by the prefix"CN" the designator 18)indicates 18 ga.material is used.All others are 2b ga. ® II �1 II 1III C❑mmlpus Inc. This design prepared from computer input by I I I III III��I�II III I�IIII III��IIII Trans I 224176 PREMIER TRUSS DMB 11 LUMBER SPECIFICATIONS TRUSS SPAN 40'- 0.0' UBC 971TPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1:25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 1224 W 1= -260 Wll= 562 SiZE SPECIE GRADE PANEL($) SPACED 241 O.C. T 2- -1349 B 2= 177 W 2= 1150 W12- 917 TOP CHORDS: T 3= -1270 B 3= -422 W 3= -660 W13= -293 2x 4 MSR 165DF 1-10 LOADING T 4= 49i B 4= -422 W 4= 460 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= 2321 8 5= -285 W 5= -1679 2x 4 MSR 165OF 1- 5 DL ON BOTTOM CHORD = 7.0 PSF T 6= 3712 B 6= 556 W 6= -2655 WEBS: TOTAL LOAD = 37.0 PSF T 7= 913 W 7= -2859 2x 4 HF STD/STUD 1, 3. 9, 11-13 T 8= 565 W B= -2164 2x 4 MSR 1650F 2, 10 -BC CONC LL+OL= 75.0 LBS @ 18'- 0.0" T g= 637 W g= 651 TC LATERAL SUPPORT <= 12'OC. UDN. BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP T10= o W10= 88B BC LATERAL SUPPORT <= 12'OC, UON. LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY, OVERHANGS: 17.3" i7.3' BEARINGS Reactions: 534 465 LOCATION REACTION REO'D AREA (SO. IN.) 0'- 0.0' 437 1.08 HF (405) 21'- 0.8' 2291 5.66 HF (405) 40'- 0.0' 305 0.76 HF (405) MAX LL DEFL = -0.122' (L/2026) @ IS'- 3.8" L/360 = 0.688" TRUSS NOT SYMMETRICAL. MAX TL DEFL = -0.298- (L/830) @ IS'- 3.8' L/240 = 1.031- OA ENTATION AS SHOWN.2O OO-OO 20-00.00 MAX LL DEFL = .0.039" (L/5641) @ 34'- 2.4' L1360 = 0.611" MAX TL DEFL = -0.089' (L/2471) @ 34'- 0,0' L/240 = 0.917" 12-07-13 7-04.03 7-04-03 _ 12-07-13 MAX HORIZ. LL DEFL = 0.040' @ 39'- 8.5" MAX HORIZ. TL DEFL = 0.095" @ 39'- 8.5" 12 12 NOTE: Truss designed in accordance with 0-4X9.4 �) UBC 97 reflecting a 70 Mph wind load 5.00� 5.00 g p 9 " C-SX9.4 (enclosed structure, Exposure C. height to 30 feet). C-3x7.7 C-3x11.9 Max Calculated Uplift; Left = -44 Right = -59 C-3x4.3(S) a. C 3x4.3(S) C-2.5x7.7 C-3x6 C-1.5x2,6 0 -04-03 C-1 .5x2.6 l a o o C-5x5.1 C-4x6 # C-2.5x7.7 C-5x5.1 o o IC-3x4.3 C-2.5x4.3 10-2.5M- to --3.00 C-3x4.3(S) 3.001--- 12 12 L �75#k! L L 6-00-00 14-00-00 L 14-00-00 6-00-00 y 1-04'00 tL 21-01-12 18-10-04 -04-00 L 6-00-00 28-00.00 6-00-00 Scale: 1/8"PROVIDE FULL BEARING.# 40-00-00 JOB NAME: Lan Staff - 51,101 Q OF-Sstov WARNINGS: General Notes,unless otherwise noted: rL0 'g(�, 1.Read all General Notes and Warnings before construction of trusses, 1. Design to support loads as shown. tip �i IR' P y' 2. Builder and erection contractor should be advised or all General Notes and 2. De n assumes the top and bottom chords to be laterally braced at FILL NO. : 5HO1 W.Mwigs before construction commences. 2'-0'O.C,and at 10'-0"o.C,respectively unless braced throughout their GJ r- 3.2x4 compression web prating must be Installed where shown+, length by continuous sheathing. Oj �3 Y1 4.All lateral force resisting elements such as temporary and permanent bracing, 3. 2x fm�ata bridging or lateral bracing required where shown++ J!� m 4. Instal Imp of as is the responsibility of the respective contractor. �D DATE: 10/30/2007 must be designed and provided by designer of complete structure. S. Design assumes trusses are to be used in a noncorrosive environment, GompuTrus assumes no responsibility for such bracing. and are for"city condition"of use. S. No load should be applied to any component until after all bracing and S. Design assumes full bearing at all supports shown.Shim or wedge if , EXP.3/31/09 DES. BY: EE lastenem are complete,and at no time should any loads greater than design necessary. loads be applied to any component. 7. Desi n assumes adequate drainage is provided. �l 13p 0 6.CompuTrus has no controI over and assumes no responsibility for the B. Plates shall be locates on both faces of truss,and placed so their center f✓� `, �C. SEG. : 3688088 fabrication.hantllin shi tandinstauauonarcom Imes coincide with joint center lines, g, pmen ponents. 9• Digits indicate size of plate in inches. 7.This design is furnished subject to the limitations an truss designs set forth 10.For basic design values of the aipuTrus Plate,indicated b the prefix by TPI in MB-91 or TPVWTCA in SCSI 1-03 copies of which win hefumished "C',see IC80�2R 42111"CC ESR-2529. y P �C+F CAUF� by CompuTres upon request. 11.The rompuTrus Net Section Plate is indicated by the prefix"CN" the desi ator(18 indicates 10 a,material is used,All others are 2b ga. • II�II11�lII�III CompuTrus Inc. This design prepared from computer input by III�I�IIIII�IIIIIIIII�III�IIIIIIIIIIIIIIIII Trans ID: 224176 PREMIER TRUSS DMB LUMBER SPECIFICATIONS TRUSS SPAN 40'- 0,0" UBC 97JTPI SINGLE MEMBER FORCES 4WR/GDF/Cq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 B 1= 1224 W 1= -260 W11= -562 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= -1349 B 2= 177 W 2= 1150 W12= 917 TOP CHORDS: T 3= -1270 B 3= -422 W 3= -660 W13= -293 2x 4 MSR 165OF 1-10 LOADING T 4= 491 B 4= -422 W 4= 460 BOTTOM CHORDS: LL( 16.0)+DL( 14.0) ON TOP CHORD = 30.0 PSF •T 5= 2321 B 5= -285 W 5= -1679 2x 4 MSR 1650F 1- 6 OL ON BOTTOM CHORD = 7.0 PSF T 6= 3772 B 6= 556 W 6= '-2655 NESS: TOTAL LOAD = 37.0 PSF T 7= 913 W 7= -2859 Zx 4 HF STD/STUD 1, 3- 9, 11-13 T 8= -565 W 8= -2164 2x 4 MSA 1650F 2, 10 -BC CONC LL+DL= 75.0 LBS @ 18'- 0.0" T 9= -637 W 9= -851 TC LATERAL SUPPORT <= 12.00. UDN, BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP 710= 0 W10= 888 BC LATERAL SUPPORT <= 12"OG. UDN. LOADS AS GIVEN AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. OVERHANGS: 17.3" 17.3" BEARINGS. Reactions: 534 405 LOCATION REACTION • REO'D AREA (30. IN.) 0'- 0.0" 437 1.08 HF (405) 21'- 0.8" 2291 5.66 HF (405) 40'- 0.0" 306 0.76 HF (405) TRUSS NOT SYMMETRICAL. MAX LL OEFL = -0.122' (L/2028) @ IS'- 3.6" L1360 = 0.688" ORFENTATION AS SHOWN. 20-00-00 20-00-00 MAX TL DEFL = -0.298' (1-/830) @ 15'- 3,8' L/240 = 1.031" ( MAX LL DEFL = -0.039" (L/5641) @ 341- 2.4" L1360 = 0.611" 12-07-13 7-04.03 7-04-03 12-07-13 I MAX TL OEFL = -0,089" (L/2471) @ 34'- O.D" L/240 = 0.917" 1 - �j MAX HORIZ. LL DEFL = 0.040' @ 39'- 8.5' 12 C-4X9.4 12 MAX HORIZ. TL DEFL = 0.095" @ 39'- 8.5' 5.00L---- -15.00 NOTE: Truss designed in accordance with 9i� C-5x9.4 UBC 97 reflecting a 70 mph wind load C-3x7.7 C-3x11.9 (enclosed structure, Exposure C, height to 30 feet). C-3x4.3(S) + C-3x4"3(S) Max Calculated Uplift: Left = -44 Right = -59 C-2"5x7.7 C-3x6 C-1.5x2.6 I` 5-03-11} 0 C-1 ,5x2.6 2x6 � # o C-5x5.1 C-4x6 C-3x4.3(S) C-2.5x7.7 C-5x5.1 o a C-3x4.3 C-2.5x4.3+C-2.5x4.3 C-2.5x4.3� C� C-2.5x4.3+ . 0 3.00 C-2.5x4.3+ 3.001--- 12 12 I, �U 175#�� y� 6-00-00 14.00-00 L 14-00-00 6-00-00 L 1.04�00 I 21-01-12 18-10-04 1-104-00 L 6-00-00 28-00-00 6-DO-00 Scale: 1/8"PROVIDE FULL BEARING.# 40-00-00 JOB NAME: Lan staff . 5H02 OFESS/(],� wARNiNGS: General Notes,unless otherwise noted: !`� .t- C}[� '�[ 1.Read an General Notes and Warnings before construction of trusses. 1. Design to s4pport loads as shown. �Q- '`\ CAA 2.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at FILE NO.: SH02 warnings before construction commences. 2'-0rtg"o._and at 1U'-0"o.c.respacnvely unless braced throughout their 3 19.ee l m by wndnuous sheathing. 3.2a4 compression web bracing must be installed where shown+. I <'1 Yt1 4.All lateral force resisting elements such as temporary and permanent bracing, mpeet bddping or lateral bracing required where shown++ Yst DATE' 10 30 2007 must be desi d and prov ded b desi 4. Installation of Truss is the respponsibility of the respective contractor. ;n / gnu y gner of complete structure. 5. Design assumes trusses are l0 be used in a non-corrosive,environment, CompuTrus assumes no responsibiliry for such bracing. and are for"dry condition"of use. EXP. p s.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge if �f3'�r/09 V a7 DES, BY: EE fasteners are complete,and at no time should any loads greater than design 7 necessary.e sumes atle uate drai a e is rovided. O �0�30/9'7 loads be applied to any component. p 9 q p 9 p s.Cam uTms has no control over and assumes no responsibility 8. Plates shall be located on both faces of muss,and placed so their center ��E �G.\P SE�1 p pansnents for the lines coincide with joint center lines. S �>r k' If. . 3688ti89 fabrication,banding,shipment and lnstaaation ar components., 9. Digits indicate size of plate in inches, n T.This design is furnished subtact to the limitations on truss designs set t F C forth 10.For basic design values of the Com 1rus Plate•indleate fix d by the pre T� by TPI in MB-91 orTPVWTCA in SCSI 1-e7 copies of which will be famished " see ICBO-RR 42111 ICC ESR-P259. by CompuTrus upon request. 11. C",The CompuTrus Net Section Plate is indicated b the prefix"CN".the designator 1 e indicates 18 ga.material is usedYAll others are 20 ga. e �I it CpmpuTrus JME. This design prepared from computer input by I �!�I If�I I�If II�II�Ilfl�II�I I I II I I1II Trans ID: 224176 PRLMIER TRUSS DMB D LUMBER SPECIFICATIONS TRUSS SPAN 40'- 0.0" UBC 971TPI SINGLE MEMBER FORCES 4WR/GOFICq=1.25 TCM LOAD DURATION INCREASE = 1.25 T 1= 0 8 1= 6549 W 1= -43 SIZE SPECIE GRADE PANEL(S) SPACED 24,0. O.C. T 2= -7017 8 2= 3806 W 2= 3050 TOP CHORDS: . T 3= -6893 8 3= 2065 W 3= -1208 2x 4 MSR 165OF 1, 3- 8, 10 LOADING T 4= -3033 B 4= 3806 W 4= -315 2x 4 MSR 210OF 2, 9 LL( 16,0)+DL( 14.0) ON TOP CHORD = 30.0 PSF T 5= -3030 B 5= 6549 W 5= 1231 BOTTOM CHORDS: DL ON BOTTOM CHORD = 7.0 PSF T 6= -3030 W 6= 1231 2x 4 MSR 165OF 1- 5 TOTAL LOAD = 37.0 PSF T 7= -3033 W 7= -315 WEBS: T 8=. -6893 W 8= -1208 2x 4 HF STD/STUD 1, 3. 8, 10 BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP T 9= -7017 W 9= 3060 2x 4 MSR 165OF 2, 9 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. T10= 0 lli -43 TC LATERAL SUPPORT <= 12"OC, UON, BC LATERAL SUPPORT - 12"OC. UON. OVERHANGS: 17.3' 17.3" LOCATION REACTIONINGSREO'D AREA (SO. IN.) Reactions: 1563 1563 01- D.C. 1480 3.65 HF (405) 40'- 0.0" 1480 3.65 HF (406) MAX LL DEFL = -0.582' (L/804) @ 24'- 7.1' L1360 = 1.314" MAX TL DEFL = -1,354' (L/349) @ 24'- 7.1' L1240 = 1.971" MAX HORIZ. LL OEFL = 0.370" @ 39'- 8.5" MAX HORIZ. TL DEFL = 0.850' @ 39'- 8,5" NOTE: Truss designed in accordance with 20-00-00 20-00-00 UBC 97 reflecting a 70 mph wind load (enclosed structure, Exposure C, height to 30 feet). 12-07-13 7-04-03 7 04-03 12 07 13 -•( Max Calculated Uplift: Left = -24 Right = -24 12 C-5x5.1 12 5.00 1-- 5WO' ­1 5.00 C-1.5x2.6 a C-1.5x2.6 C-3x7.7(S) C 3x7.7(S) C-3x11.9 C-301.9 C-1.5x2.6 C-1.5x2.6. o - o C-701.9 C-49.4 C-M(S) C-4x9.4 C-701.9 o C-5x11.9 C-5X11.9 0 --_ 3.00 3.90P-- 12 12 kFILE 6-00-00 14-00-00 14-00-00 6-00-00 �y 006-00 00 28-00-00 6-00-001-y04-00 40-00.00 Langstaff - sro3 QpEESS WARNINGS: General Notes,unless otherwise rented: G� CA p/�� 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support bads as shown. �Q ��R' �'f Crj 2.autlder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced al �C� p C : SH03 Warnings before construction commences. 2'-0'o.c.and at 10'-0-o.c.respectively unless braced throughout theira.2x4 compression web bracing must be installed where shown+. length by Continuous Sheathing.3. 2x rmpaCt bridging or lateral bracing required where shovm++4.All lateral force resisting elements such as temporary and permanent bracing, q Installation of Truss is the resCConsibility of the respective contractor. lX [301 2007 must be designed and provided bydesgneref complete structure. 6- Design assumes trusses are t0 be used In a non-corrosive environment, . CompuTrus assumes no responsibility for such bracing. and are for"dry condition"of use s.No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown.Shim or wedge H EKP.3131/09 DES. BY: EE tat.- are complete,and at no time should any leads greater than design necessary pesl n as umes ade vale drainage is rbvided. loads be appbed to any component. Q 9 @ qq g y /`- 6,l ompuTms hba no tonlrol over and assumes no responsibility for the 1• PlataS Shalt be VacateO on both faces oT truss,and placed so their center SEQ. 3688090 fabrication.handling, and Snatallalfon of components, Tines coincide with joint center fiche. S� ��(t;`>r� �Q g 9. Digits indicate size of piste to inches. .ef r,This design is sumizhed subject to the limitations on was designs set rodh 10.For basic design values of the CompuTrus Plate,indicated by the prefix �� a� by TPI in HEa-s1 or TPVWTCA in gcsl 1-03 copies or which win be furnished "C",see ICBOT2R 4211 f ICC ESR-2529. QF�'R1.� ay carnpuTrus upon request. 11.The CompuTrus Net Section Plate is indicated by the prefix"CN"the desi nator 1 B indicates 18 ga.material is used.All others are 2b a. ' Il�lillll�I�III CompuTpus Inc. This design prepared from computer input by II�IIIllllllllllllllIIIIIIIIIII�I�I�II Trans ID: 224176 PREMIER TRUSS DMB 0 LUMBER SPECIFICATIONS 40-00-00 DUTCH SETBACK 6-00-00 FROM END WALL DND. 2: 6ZU_0,0_LRS DRAG LOAD. LOAD DURATION INCREASE = 1.25 + NOTE: Truss designed in accordance with SIZE SPECIE GRADE PANEL(S) UBC 97 reflecting a 70 mph wind load TOP CHORDS: LOADING • 2x 4 MSR 165OF 1- 3, 8-10 TC UNIF LL( 32.0)+OL( 28.OJ= 60.0 PLF 0' 0,0" TO 40'- 0.0' V (enclosed structure, Exposure C, height to 30 feet). Zx 6 MSR 1650E 4- 7 TC UNIF LL( 48,0)+DL( 42,0)= 90.0 PLF 6'- 0.0" TO 341- 0.0' L BOTTOM CHORDS: .UNIF LL( 0.0)+DL( 28.0)= 29.0 PLF 0'- o.0" TO 40'- 0.0" V Max Calculated Uplift: Left = -196 Right = -196 INT. = -18 @ 61- 7.2" 2x 4 MSR S: 1 fi TC CONC LL( 160.0)+DL( 140.0)= 309.0 LBS @ 6'- 0.0- L INT. = -19 @ 13'- 2.7- WEB TC CONC LL( 160,0)+DL( 140,0)= 300.0 LOS @ 34'- 0.0" L INT. = -28 @ 20'- 0,0" 2: 4 HF STD/STUD 1- 9 INT. _ -19 @ 26`- 9.3' TC LATERAL SUPPORT <= 12`OC. UON. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP INT. = -18 @ 33'- 4.8' BC LATERAL SUPPORT <= 12`OC. UON. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. NOTE: 10 BRACING AT 24'OC LION. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED C-fx2.8 Dr equal at non-structural vertical members Juon). TRUSS DESIGNED FOR 4X2 OUTLOOKERS. 2x4 LET-INS OF SAME SIZE AND GRADE OF STRUCTURAL TOP CHORD.INSURE TIGHT • FIT AT EACH END OF LET-IN.CONNECT WITH.C-2.5X3.4 TYP @ 36" D.C. (UON). 12-07-13 14-08-06 12-07-13 12-07-13 I 9-10-14 10-03.08 7-01-13 7-01-13 4X2 OUTLOOKER NOTCHED CUT WITH 7.01-13 ip 00# CARE AT IN-LET AREAS ONLY. +300# • 5.00 0-2.5x4.3 _J 5.00 C-5.5x6+ -5x5.1(S) C-5.5x6+ C 5.5x6+ C-3x9,4 C-30.4 • C-06 $ C-06 o I + r 0 �o o C 2.5x4.3 C-2.5x6 C-1.5x2.6 0,25' 0-1.5x2.6 C-2.5xiB C•2.5x4.3 0 C-5x7.7(S) � 4 Continuous bearing L 1, • 1-04-00 40-00-00 1-04 00 Scale: 118" JOB NAME: Lan staff - 5H04 �Q��Q1155/p��l WARNINGS; General Notes,unless otherwise noted: p 1.Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown, �' '`� ��R� Z.Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at h �� Q FDATE: O.' 5 H04 Warnings before construction commences. 7-0'o.C.and at 10'-0"o.c,respectively unless braced throughout their ��, Z ten th b continuous sheathin r 3.2x4 compression web bracing must be installed where shown t. =� 1� 4.All lateral force resisting elements such as temporary and permanent bracing, 3. 2x mpa bridging or lateral b idng required where shown++ atf rt1 4_ Installation of truss is the responsibility,of the respective contractor. 10/30/2007 must be designed and provided by designer of complete structure. 5. Design assumes trusses are io be used in a noncorrosive environment,• CompuTrus assumes no responsibility for such bracing. and are for dry condition°of use. 7 EXf.3/3t�9 s.No load should be applied to any component until after all bracing ana 6. Design assumes full bearing at all supports shown.Shim or wedge ifY: E E fasteners are complete,and at no time should any loads greater than design necessary. /o togas be applied to any component 7. Design assumes adequate drainage is�rovided. �� I4 -IGttQ- 6.CompuTrus has no cnntrof over ana assumes no responsibility for the 8. Plates shall be located an both faces o buss,and placed so their center lines coincide with joint center lines. Z �N C1V� �Q SEG. 3688091 fabrication,handling,shipment and installation of components. 9. Digits indicate size of plate in Inche3. �� � T.This design is furnished subject to the limitations on truss designs set forth 10.For basic design values of the CompuTrus Plate,indicated by the prefix E`OF 1F by TP1 in MB-11 or TPVWTCA in BCsI 1-e3 copies of which win be lurnished ^C",see lCB0-RR 4211/ICC ESR-2529. CAL by compu7ms upon request. 11.The Corn Not Section Plate is indicated by the prera"CN" the designator(18j mdintos 1 B ga.material is used,All Others are 2b 8. - FOR GABLE ENDS UNDER V-8'IN HEIGHT GASLE END TRUSS MAY RESIST UP TO 180 LF DRAG LOAD, Com LTi rus. Inc. PROVIDED S P "MINIMUM GABLE STUD GRADE-zx4 STANDARD GRADE HEM-FIR 1 STUCCO OR OTHER SHEAR RESISTING MATERIAL ADEQUATE TO REST 180 PLF IS ATTACHED TO ONE FACE. STUCCO MUST BE ATTACHED IN Manufacturing•Engineering*Computer ACCORDANCE WITH UBC TABLE 25-I. 2 GABLE END TRUSS IS ADEQUATELY AND CONTINUOUSLY CONNECTED TO SUPPORTING BEARING WALL. GABLE END C-2.5x4.3 (2) 2x4 BRACE AT 16'Z'o.c.OR AT C-1x2.6 Typical w CENTERLINE.ATTACH WITH 16d NAILS SHOWN IN • (2) 2x4 STUDS" STRUCTURAL TRUSSES C-2.5x4.3 16' MAX PLATE _ (2) C-2.5x4.3(Spl) 'CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER BRACING FOR GABLE END CUTOUT FOR 4x2 OUTLOOKER CUTCUT FOR 4x2 OUTLOOKER a9i;CF ESSid. CAR��,t Fyc1 OFF STUD tx4 ADD-ON. ATTACH OVER STUD 29017 A WITH 8d NAILS AT 9'ox EXP.3/31/07 4)0 OUTLOOKER DETAILS FILE NO: GABLE END DRAG DATE: 01101198 srC ENG1�����P w REF: 25-15 DES: Sr- ��`0F CAtiF FOR GABLE ENDS OVER 6'A'IN HEIGHT MINIMUM GABLE STUD GRADE 2x4 CONSTRUCTION GRADE HEM-FIR C©mpuTrus. Iric. Manufacturing .Engineering.Computer QQ�pfESS/p� CAA o p�tcy 6'-0'a.c. MAX C-2.5x4,3 o� c dr29017 < p k2'-O" 3131107 * I I 2x40UTLOOKER EXP. I I I ENGtN� P q C-1x2.6 Typical I ckolF I I ,I ill I • 2x4 BRACES. BRACED o AT 6'-0'MAXIMUM iN 2x4 STUD " 4e 9r js• o� 0 FtirF C-2,5x4.3 16- MAX m 2x4 CONTINUOUS C-2,5x4.3 • BACKING GABLE END TRUSS MAY RESIST UP TO 180 LF DRAG LOAD,PROVIDED ATTACHED WITH 16d 1 STUCCO OR OTHER SHEAR RESISTING MATERIAL ADEQUATE TO RESIST 180 PLF IS ATTACHED TO ONE FACE, STUCCO MUST BE ATTACHED IN ACCORDANCE WITH UBC TABLE 254. 2 GABLE END TRUSS IS ADEQUATELY AND CONTINUOUSLY CONNECTED TO SUPPORTING BEARING WALL. SHEATHING TO 2x4 BLOCKS NTH 3-16tl NAILS Sd NAILS AT GABLE STUD • GABLE END EACH END \ A/6"o,c. 16d at 24'O.C. r 1.15d FILE NO: GABLE END DRAG +—zx4 BLOCK 2-16d DATE: 01/01/98 WITH 2-16d 16d TOE NAIL at REF: 25-15 DES: SC 8d NAILS AT 6'o c. EACH ENO. 24 NOTCHED PER 20 BRACE WITH 4-16d NAILS 2-16d OUTLOOKER d.c. 2-16d • e WARNINGS: t Read all General Notes and Warnings before construction of Typical Details For Shop Fabricated Valleys trusses. Inc. Cut to match 2 Builder antl erection contractor should be advised of alk General G om p uT1-L! 1 5. n e, Minimum grade of lumber shall be slope of roof Notes and Warnings before construction commences. 3 1x3 compression web bracing must be installed where shown+. construction grade Hem-Fir or Doug.Fir 4 All lateral farce reseting elements such as temporary and IL\l7 permanent bracing,must be designed and Provided by designer Manufaeturin •Engineering•Computer Systems Bottom Chord of Valley Truss of complete structure Compuhus assumes no responsloaity mr sucn bracing. VALLEY SCHEDULE 5 No load should be applied to any component until after all bracing and fasteners ate compete,and at no time should any A - 0" to 4'-0" loads greater than design loads be applied to any component. 6 CompuTrus has no control over and assumes no responsibility B - 4'-1" to 8'-0" for the fabrication. handling. shipment and instaklatlon of 24 or as re uired C - 8'-1` to 12'-0" components. q 7 7hls design is furnished subject to the limitations on truss D - 12'-1-• to 18'-0" designs set rorlh by the Truss Plate Institute in-Bracing Wood E - 18'-1" to 20'-0" Trusses. HIB-gl'. a copy of which will be furnished by F - 20'-1` to 24'-0" Valley 2x4 CompuTrus upon requesL G - 24'-1" to 260 Truss GENERAL NOTES,unless otherwise noted' Up to W-o" ` Heel not required to end over truss 1 Design to support loatls as ono—, 2 Design assumes the top and whom chords to be laterally braced at 2'-0'o.c.and at 12'-0'o.c.respectively. x3 w 3 2x4 Impact bridging or lateral DrUmn recommended where shhh♦+ 4 Installation of truss is the responsibility of he respective LOAD DURATION INCREASE = 1.25 Top Chord contractor. SPACED 240.C. of truss 5 Design assumes trusses are to be used to a non-corrosive ® C-2.5x4.3 LOADING environment,and are for-dry condition-of use 6 _ Design a es full bearing at all supports shown. Shim or LL+DL ON TOP CHORD= 30 PSF wedge if necessary. OL ON BOTTON CHORD= 10 PSF" 8 Design assumes c ted Io drainage is provided. C-1x2.6 G1x2.g 8 Plates shall be located on both faces of truss,and placed so TOTAL LOAD = 40 PSF' heir center tines coincide with joint center lines. "5 PSF REDUCTION TAKEN ON S Digits indicale siu of plate in fiches. C-1x2.8 BOTTOM CHORD AxfAL STRESSES ONLY 10 he pefa Csic �a a lCue,0-Res of e 4211 7rus Plate.indicated by s 11 The CompuTrus Net Section Plate is indicated by the prefix C-1x2.6 C-1x26 -CN',the designator(18)Inamwes 18 ga.material is used. All I others are 20 ga. • llllf- pM1OFESSIp Up to 16'-0' � Oar 2 � A l 3/31107 * tandand Trusses I I ! Spaced 24'O.C. I C-3x4.3 s !ENG1N���p • r-U2.6 G1x2.8 �Of CA-W C-1x2.6 I I I D ! 1 I C 1x26 Bearing Partition, irder,Bearing C-1x2.6 C-1x2.5 4l "'pt'8 C-tx2.6 G-1x2.6 I Truss C-2.4x4,3 Up to 30'-0" Gable End plan (Typical Example) FILE NO: VALLEY DETAILS FOR THE SPANS NOTED BELOW,LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED Chord DATE' 01/01/98 Size 2400F 2100F 195OF f 180OF 165OF 145OF SS DF #1&B DF I #1 DF #2 DF SS HF I#1&B 11F #1 HF #2 HF REF: 15-1 DES: SC 2xb Top Chord 2x4 Bottom SEQ: S151514 UBC-97 Chord chord 2x4 WEB MEMBERS-2x4 STANDARD OR STUD GRADE HEM-FIR,OR AS NOTED ON DESIGN s DETAIL FOR CONVENTIONALLY FRAMED VALLEY FILL lEo m PI uTr u B, Inc. VALLEY JACKS SPACED 24"o.c.CLEAR SPAN NOT TO EXCEED V.T. FOR SI2E AND GRADE Z_ ��,s^•/*� f' �r__� SEE END JACK CHART OR RAFTER SPAN TABLE UNDER APPROPRIATE C-S.1. LOADING. Manufacturing.Engineering •Computer Systems VALLEY PADS 1x6OR 2-2x4's. JACK POSTS 2x4'sTO BE PLACED UNDER VALLEY JACKS AT NO MORE THAN 8'-o"o-c. AND NAILED TO JACK PURLINS. JACK PURLINS 2x4x4'-O"SPANNING OVER THREE TRUSSES UNDERNEATH AND PARALLEL TO VALLEY JACKS TO WHICH THE JACK POST SUPPORTS ARE NAILED. . RIDGE BOARD MINIMUM 2x6 NO. 2 HEM-FIR. RIDGE POST 2x4's TO BE PLACED UNDER RIDGE BOARD AT NO MORE THAN 5'-0'o.C.AND NAILED TO RIDGE PURLIN. RIDGE PURLIN 2x4 WHOSE LENGTH IS 112 THE VALLEY WIDTH AT THE POINT A INDICATED BY A RIDGE POST. Valley Jacks RIDGE BOARD at 24"o.c. NAILING PER U.S.C- 1997 s i TRUSS AT 24'o.c. Ridge END WALL,GABLE END Pudin OR GIRDER TRUSS Ridge Post Jack �J Post Ridge Pudin Jack Pudin Ridge Board SECTION A-A / —Z 7--� 'I Valley Pad Jack Pudin � Ridge Pudin Jack Pudin Jack Pudin 2L FILE NO: CALIF FILL DETAIL ",00�� E L�� DATE: 01/01/98 REF: 25,15-1 DES: SC A SEQ: S151509 UBC-97 • CompuTr us. Inc- SIDE VIEW TYPICAL ENO JACK • SEE END JACK SPAN CHART FOR REQUIRED SIZE AND GRADE Manufacturing•Engineering•Computer Systems DUTCH GABLE TRUSS ENO JACK TOP CHORD �f SETBACK FROM END WALL DUTCH GABLE TRUSS PER ENGINEERING LEDGER' I� END JACK 'h Bottom Chord, Use Wedge at Corner v Members or Where No Ceiling Is Specified. • ACKS COMMON TRUSS DUTCH GABLE TRUSS SIDE JACKS • E, SETBACK FROM END WALL PER ENGINEERING • �A END JACKS HIP RAFTER 24"o.c.TYPICAL FOR SIZE AND ATTATCHMENT REQUIREMENTS SEE ENGINEERING F� ,CARS�y o FILE NO: DUTCH FRAMING "u DETAIL .29017 A DATE: 01/01/98 EXP.3131107 • REF: 25,15 1 DES: SC sc/L NG1t%���P SEQ: S151511 UBC-97 a OFCALIlF I�11111 111 Illl � I ICI I�Illil f�fl Iffll lit<I llfl llll . FZx4 PECIFICATIONS; MHTR 11-3-12 CORNER RAFTER SETBACK 8-0-0 FROM END WALL oT= LOAD DURATION INCREASE=1-25+ 165OF Top chord LL(16 PSF)+DL(14 PSF) = 30 PSP . GND DETAIL C-3x11.9► C"3x7.7+ 12 • < 2.e3� to 4.94C7 C-5x7.7t 4 2-08-14 2x4 C-2.5x6t -F • C--2.5xF ` C-2.54+ Provide support. C-3x7.7t 2x4 • • L L — .-.� Stele: 1/2' _r v JOB NAME: NIP RAFTER u J.ftrd.1 G—dHOL WW Na11a Eb f —bulem DO bw,e. 1-.❑eign to support loads as 3froY+n. ._ a gn conf Drrds to UBC-97: AnVer: 1.0B UL1-B • t. 8u1140.nd erection wlrbKtor rh.Jd De adrt.•d er.tl G.r«.t M.te.nd 2. Design assumes the top and bottom chords[o be Iaterslly Dra edgaj w+.tl.w.er«.a.w.erw�d..rw.r,.enae. 2'-0 o.c.and at 12'-0'o.c,respectively. ], 1.3 mmprerdm w.i.trpno wtui D.a.taMd wM.rh.rn+. 3. 2.4 Impart briagnq or lateral bracing rewired where shown+ + �.+r d�r..� � ���r.���.gyp. . 4. Irntallation of buss is tfre resrtorGlbiLt of the respective contractor. . .. _. _.. .. . . ..-- r- . DATE:' '7/ 3I20Di? _._Ee „d.nd p.wed Er tl�vt+.t et..trues.. 6. Dnstgn asaanaa-vrssaa vre-tn�resr�vranorrcorroxrveenvtrermerrc. . mr+it and.re Tor'dry rnrdltion-of use. c.mptN..:..a�n:..pnrometr ra w.h End.a 6. Design assume:,hA bearing at an supports 31wwn.Shim or wedge if COMMME In hG r.no.a an oo..pra...nd R...tlrn..hedtl eny M•d.o,..rr tE.n tl.gen 7. Dvign.mumps ad.quate dr ainagn is Provided. b.d.E..pa.d la.nY e•�n.own. 9- Piates shell be la cared an both faces of bras,and placed sv their center - r Gr1�coin Ude with joint center lirtq, M.1NFA[I1R+fe-BtsorffbPPRlo-�e.rryrER 6i$nM5 SED.: $2 p$9 e- c.rnp w,r>a.ne oamd ava.rw n.uma ro rapes.lONty t d the 9, 1)gits i1cata size of plate in incher. r.wdad•,.,rr,dM,,.Ebert L..taa.e.n.t yew-ma. i O.For basic des n vahxa of tno Co tleyn.,w r..u. •C',xe I.C.6�0.R.fi�217. n'p"trw Prate,indicated by ttre preru a1 Vw Tn..yr ,a.dnttl...-trr.a,p weld rn ./(1a-01%.a.,V.t 11.The Campulrua tint Section Plate Is indicated b y,the prefix'CN'.the wt",•a.ewr.l.d by w ger...q..n. deeigr»t*F 11 el Indieat 1 sq..m.tert.r is us..l.All oTt.rre r TO ye. • COMPUTrus. Inc. PRESSURE BLOCKING DETAIL FOR END JACK BOTTOM Manufacturing•Engineering•Computer Systems CHORD UP TO 10'-0"AT HIP NO. 1 WITH CEILING LOAD OF 5psf e • Hip No.1 3-10d Pressure block with Pressure block with 3-10d truss SIDE VIEW 4-16d nails 3-10d 3-10d 4-16d nails Aef end jack . pressure block Bottom chord of Hip 3-10d 2'-0"oc typical No,1 truss NOTE:Attach 2x4 Doug Fir pressure block to bottom chord • of hip no. 1 with 4-16d nails. Bottom chords of end joints are attached with 3-10d nails at each end of the pressure block. oQ�Of ESSra Q0 2C 'L ^ FILE NO: PRESSURE BLOCKING .29017 p DATE: 01101/98 EXP.3/31/07 REF: 15,25-1 DES: SC sr ��� r_NG1N���P ��` OF CALtf��� GENERAL NOTES,unless otherwise noted: 1 Design to support loads as shown. 2 Design assumes the top and bottom chords to be • CompuTrus. Iil _ laterally braced at 2'-0" o.c. and at 12'-0" o.c. �i���S$J� respectively, �9! 3 2x4 Impact Isridging or faterat bracing Manufacturm •Fn Meerin 0 Com uter SYSWIMS Q Cqp� recommended where shown++. 4 Installation of truss is the responsibility of the respective contractor. ALTERNATE FRAMING DETAIL AROUND 30"ACCESS W Z�fl17 nr 5 Design assumes trusses are to be used in a non- e corrosive environment,and are for"dry condition" EXP.3131107 of use. TYPICAL ROOF TRUSS LAYOUT 6 Design assumes full hearing at all supports • �/y C4� shown. Shim or wedge if necessary. + 7 OesigR assumes adequate drainage is provided. CACAL%F�� 9 8 Plates shall be located on both faces of truss•and placed so their center lines coincide with joint _ center lines. 9 Digits indicate size of plate in inches. 10 For basic design values of the CompuTrus Plate, indicated by the prefix"C".see I.C.B.O.R.R.4211 11 The CompuTrus Net Section Plate is indicated by the prefix"CN", the designator(18)indicates 18 ga.material is used, At(others are 20 ga. 24° 24" _24_� 24� L 24" l 24• L 24" ! NOTE: REFER TO APPROPRIATE ENGINEERING DETAIL FOR TRUSS TYPES DESIGNED FOR OVERSPACING. Ladder Frame Between trusses with 2x4 at 48"o.c, Section A-A ADJUSTED ROOF TRUSS LAYOUT A 30"x 30" Access opening single member common(net 24"o.c.) ® L 24" L 24" L 21" 30' clear 21` 24" 24" A <-1 FILE NOI 30"ATTIC ACCESS DATE: 01/01/98 REF: 25-1 DES: SC CampuT-us, Inc. 31945 Corydon Rd.,Lake Elsinore,CA 92530 (951)245-9525 Fax(951)245-9805 Compression web bracing shown on CompuTrus designs is to resist buckling of those webs. An alternate method to brace 10 /2x4 bracing shown on a single member truss is to attach "T" bracing. T bracing is a 2x member placed flat on the web as shown in the figures. 1-10/2x4 Brace Required 2 or 3-1x3/2x4 Braces Shown See appropriate CompuTrus See appropriate CompuTrus Engineering Engineering 2x4 T Brace 2x6 T Brace 2x4 T Brace All, X f— Web --Web -Web X -O The T brace must be at least 80%of the web length and is attached with 8d nails at 3" o.c.throughout. If a 2x4 or 2x6 web requires a single brace, a 2x4 T brace may be substituted. If a 2x4 or 2x6 web requires 2 or 3 braces, a single 2x6 T brace or a 2x4 T brace attached to the top and bottom of the web may be substituted. The T brace(s)must be of equal or better material than the web. Qf.OFESS/p C.4 - 29017 A EXP.U31107 40, ENG1N��aP } F OF CAl1F0� E" 11 LEGACY REPORT Reissued February ,ER 422005 ICC Evaluation Service, Inc. BusinesslRegional Office■5360 Workmw Mill Road,Whittier,Calibmia 90601 ■(562)699-0543 Regional Office■900 Montdair Road,Suite A Birmingham,Alabama 35213 ■(205)599-9800 www.ICc-es.org Regional Mice■4051 West Flossmoor Road,Country Club Hills,Illinois60478v(708)799-2305 Legacy report on the 1997 Uniform Building Code"' DIVISION: 06—WOOD AND PLASTICS plates. These values are based on the National Design Section:06175—Truss Plates Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. A copy of the ANSI/TPI 1- COMPUTRUS TRUSS PLATES 1995 standard must be supplied to the building department when this is requested by the building official. COMPUTRUS, INC. 2.3.1 Lateral Resistance: Each CompuTrus truss plate 31946 CORYDON ROAD must be designed to transfer the required load without LAKE ELSINORE, CALIFORNIA 92530 exceeding the allowable load per square inch of plate contact . area,based on species,on the orientation of the teeth relative 1.0 SUBJECT to the load, and on the direction of load relative to grain, CompuTrus Truss Plates for Wood Trusses. Design for lateral resistance must be in accordance with Section 11.2.1 of ANSI[TPI 1-1995. Table 1 provides 2.0 DESCRIPTION allowable lateral loads for the truss plates. 2.1 General: 2.3.2 Tension Resistance: Each CompuTrus truss plate must be designed for tension capacity, based on the The CompuTrus Truss Plates are flat steel plates designed to orientation of the truss plate relative to the direction of load. connect wood truss members. The plates are manufactured Design fortension must be in accordance with Section 11.2,2 from galvanized steel and come in various lengths and of ANSI/TPI 1-1995. Table 2 shows allowable tension loads widths, and have integral teeth that are designed to laterally for the truss plates. Additionally, the net section of the truss transmit load between truss wood members. Plans and plates fortension joints must be designed using the allowable calculations must be submitted to the building.official for tensile stress of the metal,adjusted by the truss plate tensile trusses using truss plates described in this report. effectiveness ratios shown in Table 2. 2.2 Materials: 2.3.3 Shear Resistance:Each CompuTrus truss plate must The CompuTrus truss plates are punched from No. 18 gage be designed for shear capacity, based on the orientation of 10,0454 inch (1.15 mm) base metal thickness] and No. 20 the plate relative to all possible lines of shear. Design for gage (0.0375 inch (0.95 mm) base metal thickness] G60- shear must be in accordance with Section 11.2.3 of ANSI/TPI galvanized sheet steel complying with the mechanical 1-1995. Table 3 shows allowable shear loads for the truss requirements established in ASTM A 653 SQ Grade 33.or plates.Additionally,the net section of the truss plates forheel higher, joints and otherjoints involving shear must be designed using the allowable shear values for the truss plates, adjusted by Each plate has 9.4 teeth per square inch of plate; each the shear resistance effectiveness ratios shown in Table 3. tooth is. approximately '13 inch (8.5 mm) long and approximately 0.106 inch (2.7 mm) wide. The teeth are 2.3.4 Metal Plate Reductions: Several allowable-load punched in pairs,with each pair spaced'/,inch(6.4 mm)on reduction factors for the metal plates, when they are center along the width of the plate, and 0.85 inch(21.6 mm) applicable, must be considered cumulatively in the design of on center along the length. Alternating rows of teeth are truss plates used in fabricated wood trusses: staggered 0.10 inch (2.5 mm)from adjacent rows. The"CN" 1. Allowable lateral resistance values for the CompuTrus series plates are identical to the"C"series plates,except that truss plates must be reduced by a strength reduction every third row of teeth is omitted. Plates are 0.85 inch(21.6 factor, QA,shown in Table 4,when the plates are installed mm)in length,and are available in widths of up to 12 inches in lumber by means of 6 single-pass, full-embedment (305 mm), in '/z-inch (12.7 mm) increments, as required by roller system having minimum roller diameters equal to 18 design.The plates are applied to truss members in pairs,with , inches (457 mm). This reduction does not apply to one plate on each face of each joint, using a power press embedment hydraulic-platen presses, multiple roller constructed in accordance with the manufacturer's presses that use partial embedment followed by full- specifications. See Figure 4 for details of plate dimensions. embedment rollers,orcombinations of partial embedment 2.3 Allowable Loads: roller presses and hydraulic-platen presses that feed trusses into a stationary finish roller press.When trusses Tables 1, 2 and 3 provide allowable lateral loads, tension are fabricated with single-pass roller presses, the loads and shear loads,respectively,for the CompuTrus truss calculations for the truss design submitted to the building ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes nut specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc„express or implied,as to any finding or other matter in this report,or as to any product covered by the report_ Copyright 0 2005 Page 4 of 6 • • • A • • • • • Page 2 of 2 ER-4211 department for approval must specify the minimum loads recognized in this report are for plates that are pressed diameter of the roller press and the appropriate strength into wood truss members using hydraulic or pneumatic reduction factor from this report. embedment presses; multiple roller presses that use partial 2. Allowable lateral resistance values for the CompuTrus embedment followed by full-embedment rollers; or truss plates must be reduced by 15 percent when the combinations of partial embedment roller presses and plates are installed on the narrow face of truss lumber hydraulic-platen presses that feed trusses into a stationary members. finish roller press or, if the adjustment factors given in Table 3. Allowable lateral resistance values must be reduced by 20 4 are used, single-pass roller presses. percent when the CompuTrus truss plates are installed in When truss fabricators use single-pass roller presses,the lumber having a moisture content greater than 19 percent rollers must have minimum-18-inch (457 mm) diameters, at the time of truss fabrication. Plates embedded with a single-pass, full-embedment roller press must be preset,before passing through the rollerpress, 4. Allowable lateral resistance values for CompuTrus truss by striking at least two opposite corners of each plate with a plates installed at the heel joint of a fabricated wood truss hammer. must be reduced by the heel-joint reduction factor,H.,as follows: 2.6 Identification: HR=0.85-0.05(12 tan 6-2.0) The CompuTrus "C" Series plates are embossed with the where: designation "C-20"or"C-18," for the No. 20 gage or No. 18 gage plates, respectively. For the "CN" series, the No. 20 0.65 s H„s 0.85 gage plate is identified by the designation"CN-20"embossed 6 = Angle between lines of action of the top and on the plate, and the No. 18 gage plate is identified by the bottom chords(shown in Figure 3). designation"CN-18." Where the tap chard slopes are greater than 12:12(100% 3.0 EVIDENCE SUBMITTED slope), this heel joint reduction factor is not applied. Test data in accordance with National Design Standard for 2.3.5 Combined Shear and Tension: Each CompuTrus Metal Plate Connected Wood Truss Construction, ANSIITPI truss plate must be designed for combined shear and tension 1-1995; and a quality control manual. capacity,based on the orientation of the truss plate relative to 4.0 FINDINGS the directions of loading. Design for combined shear and That the CompuTrus Truss Plates for Wood Trusses tension must be in accordance with Section 11.2.4 of ANSI/TPl 1-1995. described in this report comply with the 1997 Uniform Building CodeTm (UBC), subject to the following 2.3.6 Combined Flexure and Axial Loading:Truss plates conditions: designed for axial forces are only permitted as splices in the top and bottom chord when the splices are within 12 inches 4.1 Plans and calculations are submitted to the building (305 mm)of the calculated point of zero moment. Design of official for the trusses using truss plates described truss plates atsplices in the top and bottom chord that are not in this report. placed within 12 inches (305 mm) of the calculated point of 4.2 The truss plates are designed to transfer the zero moment must include combined flexure and axial required loads using the design formulae in stresses. ANSIlTPI 1-1995. A copy of the ANSIITPI 1-1995 2.4 Truss Design: standard must be supplied to the building Plans and calculations must be submitted to the building department when this is requested by the building official for the trusses using truss plates described in this official. report.The truss design must show compliance with the code 4.3 The allowable loads for the truss plates complywith and accepted engineering principles.Allowable loads for the this evaluation report. truss plates may be increased for duration of load in 4.4 Truss plates are not permitted to be placed where accordance with the code. Calculations must specify the deflection ratio or the maximum deflection for live and total knots occur in connected wood truss members. load. For each truss design drawing, the following 4.5 Truss plates are installed in pairs on opposite faces information,at a minimum,should be specified by the design of truss members. engineer: 4.6 Trusses using truss plates described in this report 1. Truss span, spacing, and slope or depth. must be fabricated bya truss fabricator approved by 2. Dimensioned location of truss joints. the building official, in accordance with Sections 3. Model, size and dimensioned location of truss plates at 2304.4.4 and 2321.3 of the UBC. each joint. 4.7 Allowable toads shown in the tables of this report 4. Truss chord and web lumber size, species, and grade. may be increased for duration of load in accordance 5. Required bearing widths at truss supports. with the UBC. 6. Top and bottom chord live and dead loads,concentrated 4.8 Overpressed truss plates are not permitted. loads and their locations, and controlling wind or Overpressed plates occur when the truss plate is earthquake loads. embedded into the lumber more than one-half the 7. Design calculations conforming to ANSIITPI 1-1995 and plate metal thickness. any adjustments to lumber and truss plate allowable 4.9 Allowable loads shown in the tables of this report \ values for conditions of use. are not applicable to truss plates embedded in j 2.5 Truss Fabrication: lumber treated with fire-resistive chemicals. Plate connectors shall be installed by an approved truss 4.10 When a one-hour fire-resistive rating is required for fabricator that has an approved quality assurance program trusses using CompuTrus plates, see evaluation covering the wood truss manufacturing and inspection report ESR-1338. process in accordance with Sections 2304.4.4 and 2321.3 of This report is subject to re-examination in two years. the code and Section 4 of ANSIITPI 1-1995. The allowable Page 3 of 5 ER-4211 TABLE 1-ALLOWABLE LATERAL RESISTANCE VALUES FOR THE COMPUTRUS TRUSS PLATESI,2 LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE AA I EA I AE I EE PLATE MODEL Species Specific Gravity Allowable Load Per Plate3(pounds per square inch of plate contact area) Southern yellow pine 0.55 206 151 113 108 C-20 Douglas fir-larch 0.49 206 151 113 l0A and C-18 Hein-fir 0.43 161 137 110 104 Spruce-pine-fir 0.42 161 137 110 104 Southern yellow pine 0.55 132 118 102 113 CN-20 Douglas fir-larch 0.49 l32 118 102 113 and CN-19 Hem-fir 0.43 106 109 114 114 Spruce-pine-fir 0.42 106 109 114 114 For Sl: I Ib./inch2-6.89 kPa. ISec Figure 1 for a description of plate orientation. 2Values arc determined using the gross area method. 3Truss plates are installed in pairs on opposite faces of truss members. TABLE 2-ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESI DIRECTION OF LOAD WITH RESPECT TO L ENGTH OF PLATLZ 0° 90, -- 0' 90, PLATE MODEL Allowable Tension Load(pounds per lineal Inch per pair of plates) Tension Load Efficiency Ratio C-20 1,310 942 0.63 0.46 CN-20 1,514 937 0.75 0.46 C-18 1,619 1,080 0.62 0.42 CN-18 1,859 1,220 0.73 0.48 For S1: I Ibf/inch=0.175 N/nim. I See Figure 2 for a description of plate orientation. 2The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth were sheared during plate fabrication. TABLE 3-ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE PLATE 0° 30' 60' 90- 120• 150- 0• SO• 601 SO- 120° 150° MODEL Allowable Shear Load (pounds per lineal inch per pair of plates) Shear Lead Efficiency Ratio C-20 609 720 1,106 801 423 506 0.49 0.59 0.91 0.66 0.35 0.42 CN-20 610 696 1,045 738 587 486 0.50 0.57 0.86 0.61 0.48 0.46 C-18 7U2 732 3,241 1,041 565 578 0.45 0.46 0.79 0.66 0.36 0.37 CN-18 647 787 809 860 703 508 0.42 0.51 0.52 0.55 0.45 0.33 For SI: 1 lb17inch-0.175 N/sum. TABLE 4-ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, 0,,, FOR COMPUTRUS TRUSS PLATES INSTALLED WITH MINIMUM-18-INCH-DIAMETER SINGLE-PASS ROLLER PRESSES LUMEIERSPEC PLATE MODEL SPECIFIC GRAVITY' QR 0.49 0.96 C-20 and C-18 0.50 0.96 0.49 0.87 CN-20 and CN-18 0.50 0.87 IThc QR values corresponding to the value"0.49,"above,ripply to all wood species combinations having an average published specific gravity of 0.49 or lower:the QR values corresponding to the value"0.50"apply to all wood species combinations having an average published specific gravity of 0.50 or higher.The QR values shall be applied to all plate/wood orientations described in Figure 1. Page 4 of 5 ER-4211 LOAD c; o LOAD LOAD OpOpGpapOp pGpJ00p030p0 LOAD 44 0pOp000p4pp Oapa00pCg00 o�� ` o�0 000a000pD00 OGDOapaa90G� AA Orientation EA Orientation LOAD LOAD opopapapopa o 00 Op3aapapa' oG o 0 OpOp00apap o Op000pGDar, ��q��j OpOpOpap�p o 0 on 0a000a00000 0 o a� LOAD I LOAD AE Orientation EE Orientation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES Length Width a111,111- Ilia.- 000000U0U000GU00000U00000sp a , 00po �oaa�ooapa�i00000000000a000�060000 00a�0On Dmoc0 Plate Orientation 90° Plate Orientation FIGURE 2—PLATE ORIENTATION FOR TENSION VALUES e e a FIGURE 3—HEEL JOINTS TO WHICH THE REDUCTION FACTOR,HR,APPLIES • • 0 'r % ` • 'i i Page 5 of 5 ER-4211 LONGITUDINAL AXIS TYP. Y .25" 0 0 0 0 O o O 0 ".106 0 0 0 o MODEL O O Q C-20/.C-18 a o 0 0 0 0 0 0 a o 0 0 O O O = WIDTH O O O C= TYP. ._106" o o Q 0 Ll 333" .10" .85" .35" .5" .333" i 0" .85" .35" .5" 0 0 o co 5„ o o ca 25" 5" O O O MODEL CN-201 CN-18 106" 0 0 0 0 o o O o .106" a o o O FIGURE 4-COMPUTRUS PLATE DIMENSIONS Diagonal bracing-repeat at approximately 20 feel intervals in length of building. Diagonal forms braced bay at approximately IF Added diagonal 20 feet intervals,repeat at both ends. bracing in the plane of the web members, All top prevents lateral Continuous lateral t chards can movement. IZI_�,,�Zzl bracing spaced B 1 1 1 1 1 buckle together Space 12 feet to 16 feet to 10 feet if there is no �S feet on cenler ! r diagonal bracing ecross building located al or near 1 I ► 9 9 _ for roofs, a panel point. r f ! Space 81ee1 on cent., J I J ! Flidge line across building _ lorlbors. - J r � J 1 Root puffin Trusses(typical) Bottom chord I )typical) of trusses , 1 I 1 (Typical) Continuous lateral '1 I 1 it 1 1 1 IJ rl rr !J+ I! !r bracing maintains ti J1 f n !d 1! spacing,but permits trusses to move s r + 1 1 r ! laterally, Top chords can buckle despite frequent purlins Figure 5 Figure l placed on the trusses in any one area.The should be spread out Permanent bracing must provide sufficient support at right Figure 4(b) evenly over a large area so as to avoid overloading any one truss. angles to the plane of the truss to hold every truss member in the All mechanical equipment should be located only on the trusses position assumed for it in design.In addition,permanent bracing Diagonal bracing between laterals laced al approximate 45 specifically designed to support it.It should not be dropped or even must 1 be designed to resist lateral forces imposed on the 9 9 P pp Y set temporarily in any other area unless the trusses are adequately competed building by wind or seismic forces. degrees is recommended for stability of the bottom chord, shored.All floor trusses should be adequately shored if pallets of Permanent bracing may be subdivided into three, logical Diagonal bracing in the plane of the bottom chord is generally not masonry materials are to be stored temporarily until the next components: required throughout the length of the building, but it is higher walls are finished, recommended that it be located at least at each end of the t. Top Chord Plane. This bracing is designed to resist building. In most cases, temporary bracing in the plane of the STAGE THREE:Permanent Bracing is designed and specified by lateral movement of the tap chord. If plywood floor or roof bottom chord is installed at the locations specified on the the architect or engineer for the structural safely of the building.It sheathing is properly applied with staggered joins and adequate architectural plan for permanent bracing, and is, therefor, left in is the responsibility of the building designer to indicate size, nailing,a continuous diaphragm action is developed and additional place as permanent bracing..Figure 5 illustrates bracing in the location,and attachments for all permanent bracing as required by bracing in the plane is generally not required, plane of the bottom chord. design analysis.In general,it is desirable to design and locate all Full bundles of plywood should not be placed on trusses.This bracing so that it may work together with other structural parts of Some metal roofing materials may be dependent upon to act as construction lead should bel limited to 8 sheets of plywood on any the building(such as shear wails,portal frames. bearing walls, a diaphragm when properly lapped and nailed.Selection and use pair of trusses and should be located adjacent to the supports.No columns,beams,etc.)to achieve total structural integrity. of these materials is at the discretion of the building designer. excess concentration of any materials(such as gravel or shingles) 12 should be 11 10 the buckling length of a web member.As described earlier in the APPENDIX Diagonals form braced bay.Repeal at both discussion of building design and truss design (STAGE ONE). ends and at approximately 20 feel intervals. diagonal bracing or end anchorage is essential to stabilize the It is intended that his appendix contain only tentative lateral bracing. recommendations that may be used as a guide for on-site handling Diagonal bracing in the plane of the web members is also used Diagonals bracing to distribute unequal leading to adjacent trusses and to spread and erection unlit a more complete statement can be prepared. nailed to under lateral forces to diaphragms or shear walls. Spacing of rows of There may be some instances in which additional precautions will side of top chord diagonal bracing in the plane of the webs is a matter of Judgment be necessary. prevents lateral to be made by the building designer,and will depend upon the movement of top truss span,truss configuration,type of building,and the loading. UNLOADING.If possible,trusses shall be unloaded on relatively hord. Generally,for roof trusses,the spacing ranges from 12 feet to smooth ground.They shall not be unleaded on rough terrain that 16 feet depending upon how it relates to the bracing in the plane would cause undue lateral strain that might result in distortion of of the lop chord.For floor trusses in the cross bracing should be truss joints.Dumping of trusses is an acceptable practice Ridge Lino approximately B feet on centers. Lateral 2x6 strong-backs may provided that the trusses are not damaged or excessively stressed in the act of dumping, also be used for some floor systems, Figure 1 and Figure 4 illustrate bracing in the plane of the webs. The builder shall provide protection from damage that may be Top chord caused by on-sile construction activity. (typical) 3. Bottom Chord Plane.This bracing la required to maintain STORAGE:Care should be taken so as not to allow excessive the truss design spacing and to provide lateral support to the Purtins bottobending of trusses or to allow tipping or topping while the trusses stress continuous tress chord to resist buckling forces in the event of reversal of are banded or when the banding is removed. ' s due to wind uplift or unequal roof or floor loadings. For multiple bearing trusses or cantilever conditions,portions of it trusses fabricated with fire retardant treated woad must be the bottom chord become compression members and should be stored prior to erection,they should be stared in a vertical braced laterally to resist buckling in the same manner as the top Figure 6(b) chord of simple span trusses. position to prevent water containing chemicals leached from the Bracing in the plane of the bottom chord is also designed to wood from standing on the plates.A further precaution may be If purlins are used,space not to exceed the bucking length of taken by providing a cover for the trusses that will prevent the top chord, and adequately attached to the top chord, it is transfer lateral forces due to wind or seismic loads rule side walls, moisture from coming in direct contact with the trusses and which recommended that diagonal bracing be applied to the underside of shear walls or other resisting structural elements. Diagonals the lop chord to prevent lateral shifting of the purlins. between continuous lateral bracing serve to stabilize t he bottom can be ventilated to prevent condensation. Figure 6(a) illustrates the necessity for applying diagonal chord. It is recommended that one complete bay of diagonal ERECTING TRUSSES:The Truss erector or builder shall take the bracing in the plane of the top chard despite the use of closely bracing be installed at each end of any building,and additional spaced purlins. such bays be located al specified intervals not fo exceed 20 feet. necessary precautions to insure that handling and erection It is recommended that this diagonal bracing, as shown in Figure 5 illustrates the use ci bracing in the plane c the bottom procedures do not reduce the load-carrying capacity of the truss. Figure 6(b),be installed on bath sides of the ridge line in all end chord. bays.If the building exceeds 60 feet in length,this bracing should Trusses shall be installed plumb,at specified spacing and be repealed at intervals no greater than 20 teal. These recommendations for bracing wood trusses have been derived from the collective experience of leading technical inplane(i.e.trusses will be properly aligned). 2. Web Member Plane,The purpose of this bracing is to personnel in the wood truss industry but must,due to the nature of hold the trusses in a vertical position and to maintain the design responsibilities involved,be presented only as a guide for the use spacing in addition,this lateral bracing may be required to shorten of a qualified building designer,builder,or erection contractor. 13 14 15 I Spreader bar 60'� or less Approximately 1� 2/3 to 3/4 of truss length Approximately Tagline 112 to 2/3 Approximately 1/2� Tagline of truss length of truss r length Tagline Spreader bar 60' orless 1 I � �� Apptoximatefy 2y3 to 3/4 of truss length Tagline Imo— Approximately l 1/2 l0 2/3 Tagline of truss length Figure A(3) Tagline For lifting trusses with spans in excess of 60 feel, it is Figure A0} Figure A(2) recommended that a strong-back toe used as illustrated in Figure A93).The strong-back should be attached to the top chord and web members at intervals of approximately 10 feet.Further,the A suggested procedure for lifting trusses is illustrated in Figure For truss spans between 30 foot and 60 feet a suggested lifting strong-backs should be at or above the mid-height of the truss so A(1)if the truss span does not exceed 30 feet, procedure is shown in FigureA(2).It should be noted that the lines as to prevent overturning.The strong-back can be of any material from the ends of the spreader bar"toe-in."If these lines should with sufficient strength to safety carry the weight of the truss and "toe-out."they will tend to cause buckling of the truss. sufficient rigidity to adequately resist bending of the truss. 16 17 19