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HomeMy WebLinkAboutPOPPY WAY 32086_10-00001069 r I�ILLE-tt I 1,4it ���Ii�_.._ REVISIONS BY `Gfz z4 Nav cot 6dt O �6p1 5? II co:�'' ►�Or� 9 ac-lo <T 2 /tkGtt�l✓ 7 7J -- °eK qua.`-�pleES� ~Ivtac, 66 co6 J 1n 4 c9° 9 �P h>, G6 VegZ TO Ot3- WP_ 4J1 4J' �ICt-O,�oR �'Gt?+E�*+ u9 '� v� x9. 0-23-10 1 � 4i qJ I M � I I (JUGT ttr/ "R��r 01�+„ 4,W fMA t M6d 1 E11GIFr �¢tutl�' I.t'J ///! ty - ZdAW ►AL 2 A¢' " \ (T7� C� x ' `F I !hl 5o ryd�' ITer� I s � 4 T L� Igo°I N JAt 4n #'✓J�1e7" ,lJ €I mo/ fs vllyGtu�l-JeV-(OAALL- o Is w ' i Q.Ow PION: viaµ. fpW r IFv4 0ftrj(9-kAC{S) QII[tt $ f46. I 4- u1 e, u / p.� - K1 �1ZIi4�' GFit p><gco-Ou ._._._.._.._._ ,_„_,...,._ /. ,v e'_l I I S ; W a.J'1ttr\i� fin- Nth IV ro l- I..{�/(t�t'�r1(�f, xn 4 _ ei2 W 3 "S Cli r/r'ti?r 312 ?a-,- 2 m z I I Prrcr l >):1 47�p , - n'-'14 T&V I -�"� APPROVED FOR PERMIT ISSUANCE ,L SCSI FAZEKAS&ASD OEIESINCJ ./ e rr•f'�A4-N ILA/ � ��!� � Pam\ �I � I � � � hese tans have�6een reviewed for adherence to the '40 110 I�NDC�'�+QwI xX �� k - \` applicable codes and ordinance.Authorization is 1F 7L + I I� Q ereby granted to issue a building permit pending F (Lt;EaI t�✓�Rt 4Grap qg nV� f I I approval by all applicable City agencies. �111 A= A'(•YIG V6(,pMGI�.QgjCO The issuance or granting oia permit based on �- , " -y 4 approval of these plans shall)not behconstrlicable �--- -_.'Ph f-Q ... / 4"< 40- V'-ff f ��tY hermit or apP Y t '' 1 ! n O 0 a Ki9�A (L <.QL 'r t t codes or ordinanceanNolpermit presumedlo give -11sj�3'L�s2. 4'' 4 47. !0H �!' '�t h Qtl y,N'WI4.10A�1 )Q'Otl .� '�tl authority to violate or cancel the provisions of such tQ�O ll u"5, 1 5/ codes shall be valid. �� M LN '"Russ design drawipgs sealed and wet-signed b/a registe epgineer shall be - plan L)iVil,.On Approeal '"R submitted to the Engineer Of Record(ER)for review and approval.,The Engineer Of Record will then place a shop drawing approval stamp and signavue on theplacemeat plan and submit © O ti. . .. ✓ to the building departme4t for record purposes prior to;the framing inspection." _ I o 1 114," ll'd' �{ooF O = I� + L 141,l!t7 I/¢I'*� 1lr/ W f_'r Av9ria) �v« 3 D _,Av i� r T'rA(, r-OAp .! r.^" 1 ;,,�� I� ID"' w � \\ ,4 cc tyre RAIL^AU �r � Q E y- _�_ ♦ ef6 -�F CODE DATA THIS PROJECT SHALL COMPLY WITH THE FOLLING MODEL CODES: 2007 CALIFORNIA BUILDING CODE2007 CAL FORN A PLUMBING � 2007 CALIFORNIA MECHANICAL L CODE f7 I ^' , �'� 1 -.-' ✓i1W17GrI6GJ LIGHTitiiL/pµW M�1C�Z.1.{>;(�EO(J(i 2007 CAL I FORNIA ELECTRICAL CODE \� -� J 1 f� v $ C CZ 4r lYor fC} wsa?T gorytegM P ZE�t R�ca+L I-AS ADOPTED BY RIVERSIDE COUNTY ORDINANCE N0.457 t�l�-/ I T-4 Q r THE 2008 ENERGY STANDARDS ' ✓V 4 d Y 4p D,MM&µ RvrROI� r,JGeYXGeh1r C6�MTO, '{� -I a-r `( 1 in. 4,w( ,O wc.w�wr?rree46p yaw Oao Gtnal'G pmpTdt I�,Ec�,1/trn 4� Monag*0'Af'vr mc�"&Purr lM � LA E E LS I fsVl�'0 g O °l r 4oe u luwhl oavPrNol�eNSq� r-. uNpaa Zvi wuatuur -=I tiux-Bawutw.so f4J� uab+n-51Pta{a aw�T TP � ✓L.-53 c to wr-&A cumrrr Glov) O i'e.A tI E4arr fr(6 uv.,,ea, -$ tbee ry e !/� aer u1'K Dori-" (earn) C��l.��*t-1 �6 Gr,'.qo.�r� t�-t�,�•.�,, ^�� Ir 8,�� c, �Mfa., q yn�//�] r�,,/� ►,/� ^� 0- tA.Wr DOM&Utw) Q n�,.��7�, 1� 2 ��y� �t ", � �,5� a '?��Yc a '� s..a 9 o,e\ •ws l ar✓� C ��r„�r �`�� 41- D IWA CW4f OFL �yp.ryYtr�[flN?� T� �� r�Vri�✓ Imo' �%�)VVTJ-'Y � _ QS d✓ p _ _ ractactxlf FAN ..Y,r«.w......-..._...,.-�.-_.:..._ �. '.., `-� st � �6 Date IL:) scale kjv-Gi% �v�trlaN 7l'%i 60Fr More- (DIKE �ISst/JLif FiD r �t'J-532 t /�[ Wall covering shall be cement plaster,rile or approved equal to 70 inches above drain at showers or tub with showers. Materials other than structural elements to be moisture resistant.CBC 1210.3 C 0 don I p -;: rXP-12-31.2-31. All glazing less than 60"above a shower or tub floor shall be safety glazing.CBC 2406.3,item 5. c,vlu.1j�/ Meet �i iv- ' a1 I sn.eu uar ,earn pa xn,aaa r�saanawra REVISIONS BY "A" .dee-oc.TWO ROWR a N. S 1K.oso. T pC THK.O.SB.WITWO ROWS 10d NAILS OA• O.G.TO EA.TRUSS BLKG. i� it it "B" it "B" 11 al +I• TRUSS Sek�ed 5 ti9i 5°r♦q y s40 SEC"A-A" 2x STUDS A1j TOP R '• 8�• 5P SMPSON LTP48PACIN6 ®18'O.G FRAMING SHEAR LOAD /(AI �D It � / T f� PER FRAMO.ANCHOR ANCHOR FOR KG �D.. SPACING IN SCHED BLNG.BTWM.TRU99ES SY SMEARWALL SPACING BLKO. 1� ^ e2 �70C. J50 PLF. TRUSS MFOR DESIGN TO ri C O G. 2S0 PLF TRANSFER LATERALLOAD .J B'o C. KBO PLF. 1N� •/ PER FROMTOP Ly 6'O.C. S00 PLF. CHORDRD TO TO BDTT.CHORD ,ems 3Q•M. t �� 0 - -t �....� ,.....+..-.. •.....��. .._.. 2%LAT C AS O.C. FIRSTJOISTOR 1!�11 BOTT.CHORD OF � 2.18d TRUSS EA ENO 72•CLR. NAILER 1 V �yAgI *gyp ¢ s PARALLEL TO INTERIOR W L' ��l H e�- klut�rl�- I rLp�11.11�1C� R I`l�l lr lr�cJ `�ial� /'/1x4�24o,G, I I ,.l o simps 72'CLR. FLOOR JST OR BOTT. 0EACNNTRUSS CHORDOFTRUSS OR JOINT Z S J GIS%(.e *No TYP. NON BEARING WALL a= 100 von Gll� 9Aatl�6 �+ < e 12EMrN� �Jl.G7 00 aft fLpcE APPROVED I OR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES INC. 'sY DATE hese plans have been reviewed for adherence to the ,�;� .._ ..- ,., -- — - - - l.•r ff""--"""" �opliy granted codes and ordinance.Authorization is �\/L ��•, pro aval by all applicable City agenciesbuilding ermit pending p rThe issuance or granting of a permit based on S r Pproval of these plans shall not be construed to -mit or approve any violation r the applicable IC�/ VA odes or ordinance. No permit presumed to give 'tamarey,Uivisiml Appw•xl ��� 1&1s10 � authority to violate or cancel the provisions of such u F des shall be valid3.1 . U-3 i D ✓ 1 H ,Fl . Gi7bIG- NINLt �� L1- Q �Nrl-ry w*7 _ S•�'nv rJc-w 6�iouPa� � I i I � � a �n LS 6\ M6TN Eiuyn�' ,� 3 I ©H ' H 2,.. , y . — - 1 0 Ile C7�� rltJ,•'� �--- Ql7t�t'I GO"t�,y�CO' AMt^!tH AGrI PD�i1tiz �jry L p✓K ��/ .i1:YL'�IZ.. w/SIr(,l/` -' Dr.wn ____.. +_ -.<''Vf�/ ��f_�.�.'/t____..._t•;• . ���7_r/_J.!,'Q,._L _, . .. V�/M//�!/f..5!..1,... �j�V�.�.�[V�'—�..'�V�Y��Y��l �Ifr'''/1 {1 COSSas�s' JDb EXP.12-37.M /u 1�l _ Sheet Of Sheen u%N PaKrc.oK Nn 7000H ttiMPRINi. t:. GENERAL CONSTRUCTION NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 4. WATER USED IN MIXING CONCRETE SHALL BE POTABLE,CLEAR AND FREE 12. CONVEYING: CONCRETE SHALL BE CONVEYED FROM THE MIXER TO THE 5. ANCHOR R TS cN R PU n a•FROM NO a:BOA n OR FROM A 10. BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE PUTS WASHERS REQUIREMENTS OF BOTH LOCAL AND CALIFORNIA BUILDING CODE(C.B.C.) FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALTS.ORGANIC PLACE OF FINAL DEPOSIT BY METHODS WHICH WILL PREVENT THE NOTCH OR SPUCE. SIZE AND SPACING IS NOTED IN SHEAR WALL SCHEDULE. (NO CUT WASHERS). ALL ROLT HOLES IN WOOD AND WOOD S11 I PI ATES STANDARDS,(LATEST APPROVED EDITION). MATERIALS OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO SEPARATION OR LOSS OF MATERIALS. EQUIPMENT FOR CHUTING. TWO MIN.ANCHOR BOLTS PER SHEAR PANEL ARE REQUIRED.HOLDOWM ANCHORS cHALL BE DRILED 11je TO 1/16'DIAM R AR R TH u NORMAL 2. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONCRETE OR STEEL PUMPING AND PNEUMATICALLY CONVEYING CONCRETE SHALL BE OF SUCH ARE FOR TENSION ONLY AND DO NOT REPLACE ANCHOR BOLT REQUIREMENTS. BOLT DIAMETER. CONDITIONS ON THE JOB SITE AND REPORT ANY ERRORS,OMISSIONS, 5. ADMIXTURES: IN SLAB ON GRADE CONDITIONS,USE FIBER MESH WITH SIZE AND DESIGN AS TO ENSURE A PRACTICALLY CONTINUOUS FLOW OF REPLACE MISSING OR MISPLACED ANCHOR BOLTS W/5/8.0 X 5 1/8-REDHEAD 11. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL NON-BEARING (n CONCRETE AT THE DELIVERY END WATIQUT SEPARATION OF MATERIALS. TRUBOLT WEDGE ANCHORS FOR COMPUANCE. OR POSSIBLE DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING AN APPROVED WATERPROOFER AND HARDENER. NO OTHER ADMIXTURES PARTITIONS. O ANY WORK. SPECIAL CARE SHALL BE GIVEN SITE AND BUILDING SHALL BE USED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL 6. BOLTS AND LAG BOLTS-FEDERAL SPEGFlCATIOM PARTITIONS. 12. FRAMING ANCHORS,POST CAPS.COLUMN BASES, ETC.,SHALL BE AS N CONCRETE SHALL NOT BE HANDLED NOR PUMPED UTILIZING ALUMINUM 7. STRUCTURAL WOOD PANELS SHALL BE APA RATED SHEATHING MANUFACTURED LAYOUT THEREON. ENGINEER. NO ACCELERATOR PERMITTED. EQUIPMENT. MANUFACTURED BY'SIMPSOM'OR APPROVED EQUAL IN ACCORDANCE VAIN U.S.PRODUCT STANDARD PS-1-95,AND SHALL BE 13. LAG BOLTS SHALL HAVE LEAD HOLES BORED BEFORE DRIVING. HOLE 3. FLOOR AND WALL OPENINGS,SLEEVES.VARIATIONS IN THE STRUCTURAL 6. STORAGE OF MATERIALS; CEMENT AND AGGREGATES SHALL BE STORED IN 13. DEPOSITING: CONCRETE SHALL BE DEPOSITED AS NEARLY AS IDENTIFIED BY THE APA TRADEMARK OF THE AMERICAN PLYWOOD SLAB ELEVATIONS,DEPRESSED AREAS.AND ALL OTHER ARCHITECTURAL SUCH A MANNER AS TO PREVENT THEIR DETERIORATION OR THE PRACTICABLE IN ITS FINAL POSITION TO AVOID SEGREGATION DUE TO ASSOCIATION. DIAMETERS 70N. A. SHANK PORTION AS FOLLOW -SAME DIAMETER AND LENGTH AS SHANK. MECHANICAL,ELECTRICAL AND PLUMBING REQUIREMENTS MUST BE INTRUSION OF FOREIGN MATTER. ANY MATERIAL WHICH HAS REHANDLING OR FLOWING. THE CONCRETING SHALL BE CARRIED ON AT rA1Wx YplA1 B. THREAD PORTION-0.6 TO 0.75 DIAMETER OF THREAD AND SAME LENGTH. COORDINATED BEFORE THE CONTRACTOR PROCEEDS WTI CONSTRUCTION. DETERIORATED OR WHICH HAS BEEN CONTAMINATED SHALL NOT BE USED SUCH A RATE THAT THE CONCRETE IS AT ALL TIMES PLASTIC AND '- 1W01Nxv4oK MW I. aa•+mcrlou pyytl ,,, -----� 14. WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE ENO BEARINGS. 4. DETAILS NOTED AS`ICAJ SHALL APPLY IN ALL CASES UNLESS FOR CONCRETE. FLOWS READILY INTO THE SPACES BETWEEN THE BARS. NO CONCRETE L la,l io rillmyrJn ]-W°+cocoon(zy(:0.131.1 15. ENDS OF WOOD ORDERS ENTERING MASONRY OR CONCRETE WALLS SMNl 3.r.013r"�k m,lyq SPECIFICALLY SHOWN OR NOTED OTHERWISE. 7. CONCRETE QUALITY: THE ALLOWABLE STRESSES FOR THE DESIGN OF THE THAT HAS PARTIALLY HARDENED OR BEEN CONTAMINATED BY FOREIGN I 3•.ri4•en w_ -� BE PROVIDED WTH A 1/2-AIR SPACE ON TOPS,SIDES AND ENDS. ].Naaym.,W., x:Mmmm"n "0.131"1 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING STRUCTURE ARE BASED ON THE SPECIFIED 28-DAY COMPRESSIVE MATERIALS SHALL BE DEPOSITED IN THE STRUCTURE,NOR SHALL �- x-.3ry o.Ur cow N «cn«e 18. FIRE BLOCKS: FlREBLOCKING SHALL BE PROVIDED AS FOLLOWS: IN UTIUTY SERVICES IN THE AREA TO BE EXCAVATED PRIOR TO STRENGTH OF THE CONCRETE THE STRENGTH OF CONCRETE FOR WIHICH RElEA1PERED CONCRETE OR CONCRETE WHICH HAS BEEN REMIXED AFTER T.t•,a•wWwmlm,m4meJhu x.M,mm�m m EXTERIOR TO INTERIOR STUD WALLS,AT CEILING AND FLOOR LEVELS; ....... (z'ri•0.131'1 fw nul 0 BEGINNING OF EXCAVATION. THE PARTS OF THE STRUCTURE WERE DESIGNED ARE AS FOLLOWS: INITIAL SET BE USED. AFTER IT IS STARTED,IT SHALL BE CARRIED 1 I.wier,m+l•"6'+-hnmro4me'hn 3- - _- IN ALL STUD WALLS,INCLUDING FURRED SPACES,SO PLACED THAT THE .. J Mmmmn Ro;•O.U19 tw mil a S. WHERE NO SPECIFIC DETAIL IS SHOWN,THE FRAMING OR CONSTRUCTION CONCRETE CONDITIONS: F"C ON AS A CONTINUOUS OPERATION UNTIL THE PLACING OF THE PANEL OR a.Ymenoo,mjau«p'"a« 3.laecommm,(yr,.0.1Mn MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER 10 FEET; a NlmmOfw nul SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES FOUNDATIONS 2.500 PSI SECTION IS COMPLETED. CONSTRUCTION JOINTS SHALL BE MADE IN a Suk pmm wjoinmel«B� tm O'y',n.us'lmla'"F, - BETWEEN STAIR STRINGERS AT TOP AND BOTTOMS AND ADJOINING STUD 3`.p131'mu+ut•u.e. ! OF CONSTRUCTION ON THIS PROJECT. SUB ON GRADE 2,500 PS ACCORDANCE WITH THIS SPECIFICATION. lyPi.Uw 1 WALLS AND PARTITIONS;AROUND TOP,BOTTOM,SIDES AND ENDS OF. THE TOP SURFACES OF 3•Mpp4+lmlhulr n.e. sokvw mjniumbl«nlnpubre=m 3'.tm OV;•a.lvnula` SLIDING DOOR POCKET$ IN SPACES BETWEEN CHIMNEYS AND WOOD 7. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO PROVIDE AN VERTICALLY FORMED LIFTS SHALL BE GENERALLY LEVEL ALL 1Vp11w«i 4.3••o.Ul'ndl,u la' a-r unm u44k,mrla• W�pine1i FRAMING; ANY OTHER LOCATIONS SUCH AS HOLES,SHAFTING,BEHIND 2 SECTOMS,OR DETAILS ON STRUCTURAL DRAWINGS. AVERAGE COMPRESSIVE STRENGTH SUFFICIENTLY HIGH TO MINIMIZE THE CONCRETE SHALL BE THOROUGHLY COMSDUOATED BY SUITABLE MEANS 7.To i` vvw m,wa 3-zm emnmm OV;.a 1ax`1 FURRING STRIPS AND SIMILAR PLACES WHICH WOULD AFFORD A PASSAGE E. 8. THE EXACT DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW FREQUENCY OF STRENGTH TESTS BELOW THE VALUE OF SPECIFIED DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND THE 3 3-14 131 wi« u'a wl a tl Shiaww y F OPENINGS SHALL BE DETERMINED FROM ARCHITECTURAL PLANS AND COMPRESSIVE STRENGTH OF THE CONCRETE rp MIN W/C=0.50. REINFORCEMENT AND FLAMES. FIRE BLOCKS SHALL BE: 2'NOMINAL THICKNESS O EMBEDDED FIXTURES AND INTO THE CORNERS OF 4.M "1O"(z'Y•o019 -- 1J a 4.3'.u.ty^vik w,mi1 LUMBER,GYPSUM BOARD,MINERAL WOOL OR OTHER APPROVED MATERIALS DETAILS. OTHER WALL AND FLOOR OPENINGS AS DETERMINED BY THE FORMS 3.3 14 W.upb x• SECURELY FASTENED IN PLACE. ~ lm common l3'/;•0.1a1'i �rTyJ x U 8. SELECTION OF CONCRETE PROPORTIONS SHALL BE ESTABLISHED ON THE W o MECHANICAL,ELECTRICAL,OR SIMILAR REQUIREMENTS SHALL BE 3-r p131•mn• 4m con 17. DRAFT STOPS: WHERE SUSPENDED CEILINGS OCCUR,THE SPACE BETWEEN kT 14. CURING: CONCRETE SHALL BE MAINTAINED ABOVE 50'F AND IN A BASIS TO PROVIDE: CONFORMANCE WITH THE STRENGTH TESTS q.tmume,mm -'- I " - THE CEILING AND THE FLOOR OR ROOF ABOVE SHALL BE DIVIDED INTO 3 N VERIFIED FROM SHOP DRAWINGS,EQUIPMENT DATA,ETC. Im OV•.oTl^7u H^+.c. HOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER r.a.tir,wlntl•+.c. lwmn W 2 REQUIREMENTS OF C.B.C.U1E57 EDITION;ADEQUATE NTMKABNtt AREAS NOT EXCEEDING 1,ODO SQUARE FEET AT FLOORS AND 3.000 9. COSTS OF ADDITIONAL DESIGN WORK NECESSITATED BY SELECTION OF �-��� 3^u, , +ue'u.c. AND PROPER CONSISTENCY TO PERMIT THE CONCRETE TO BE WORKED PLACING.NO CURING COMPOUNDS. Lp 13++ek loavium 1m I3'r;+o.D3^)u la'+.c. SQUARE FEET AT ROOF BY PARTITIONS EXTENDING FROM THE CEILING �[ AN OPTION OR DUE TO ERRORS OR OMISSIONS IN CONSTRUCTION,SHALL 3^.0.131-muuu•o.c. +wl READILY INTO THE FORMS AND AROUND REINFORCEMENT UNDER THE 15. FINISHING: COVER SURFACE OF SLAB WITH POLYETHYLENE SHEETING ,rvk.lrw 3.14 pye.ngkxlx•m<. TO THE FLOOR OR ROOF ABOVE SUCH PARTITIONS SHALL BE 1/2• BE BORNE BY THE CONTRACTOR. D4uNe cop Amu blm mm 04;.0.lm•I rrIh1 O CONDITIONS OF PLACEMENT TO BE EMPLOYED WITHOUT EXCESSIVE BETWEEN STEPS OF FINISHING OPERATION. USE OF WINDBREAKS, Lyr+o""I, THICK GYPSUM WALLBOARD; 3/8•PLYWOOD OR APPROVED MATERIALS V w 10. WHERE DESIGN AND DETAILS OF NEW ROOF TRUSSES,ETC.,IS TO BE Lys.Nm+4w k, 4p rpli« SUNSHADES,FOG SPRAYS OR OTHER DEVICES SHALL BE REQUIRED TO ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE '4 SEGREGATION OR BLEEDING. :II.B1o°Mpq enx an joi,nm-1- 1pPIM 3-Mam,mm lr/;.0.131n PROVIDED BY FABRICATOR,CONTRACTOR SHALL SUBMIT CALCULATIONS 5 A. PROPORTIONS,INCLUDING WATER-CEMENT RATIO.SHALL BE MAINTAIN CONCRETE TEMPERATURES BELOW 80'F AND MINIMIZE -_ 3'3"•o.'."-h j Vl PROTECTED BY SELF-CLOSING DOORS CONSTRUCTED AS REQUIRED FOR PREPARED BY A CIVIL OR STRUCTURAL ENGINEER,TO THE ENGINEER OF -. 3'3^L4uu•nvk• U rn PLASTIC SHRINKAGE. ALL SAW CUTS SHALL BE DONE WTHIN 24 HOURS Il R,m loin to cop plw M(24;.pulp ua^os. THE PARTITIONS EW+ h ESTABUSHED ON THE BASS OF LABORATORY TRIAL BATCHES cs RECORD AND TO THE BUILDING DEPARTMENT FOR RENEW PRIOR TO 3••au1•m,1 a•.. mmu 18. ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE ll aa a THE PROPORTIONS SHALL BE SELECTED TO PRODUCE AN AVERAGE AFTER PLACEMENT. PLASTIC SHRINKAGE CRACKING CAN BE REDUCED BY 3•H kme•".4. _ iy U C FABRICATION. 113.T.pw,,i•p,w imommam, z•lads«lmm"O'/,^xo.laa•1 - SHALL HAVE NOT LESS THAN 3.OF BEARING. THE ENDS OF JOISTS PROVIDING PROPER HUMIDITY ENVIRONMENT USING A FOG MIST. THE ]-3^.pUl'nuh AND RAFTERS SHALL HAVE NOT LESS THAN 1-1 2 OF BEARING ON WOOD 11 STRENGTH AT 28 DAYS EXCEEDING re BY THE AMOUNT INDICATED 4 3-rN �rw mu /• W z WHEN THE SLUMP IS THE MAXIMUM PERMITTED. WHERE THE FOG MIST SHOULD BE STARTED AFTER FIRST FLASHING OF THE il4 eman+m,luWe.,P•o pi«a ___ lm mnmon 04,^.0.1ez^) - TIa•oc. OF RECORD AND BUILDING DEPARTMENT,SNAIL BE EMPLOYED BY THE emn4eage OR METAL,NOR LESS THAN 3'ON MASONRY OR CONCRETE. DEPUTY INSPECTOR,APPROVED BY AND RESPONSIBLE TO.THE ENGINEER CONCRETE AND CONTINUED UNTIL CURING PAPER IS APPLIED TO THE U.cuii"pjoiurmplus a-M=o (z'/;.OTD"U 19. PREDRILL ALL HOLES FOR 20d AND LARGER NAILS AND LAG BOLTS. �5 CONCRETE PRODUCTION FACILITY HAS A RECORD,BASED ON AT 3-r,pul•mik n I �.+ 5 LEAST 30 CONSECUTIVE STRENGTH TESTS REPRESENTING SIMILAR SLAB. 3:a"14 a k. _ 20. DOUBLE TOP PLATE SPLICES ON ALL EXTERIOR AND BEARING OWNER,CONTINUOUS INSPECTION IS REQUIRED FOR: In co+nn+m,lmulra,wa 4-Mmmmuo lz'r,^+o.Ur) roew'I PARTITIONS(NOT OTIIERWASE DETAILED)SHALL LAP 4'-0'AND NAIL F a MATERIALS AND CONDITIONS TO THOSE EXPECTED,THE STRENGTH 16. COLD-WEATHER REQUIREMENTS: ADEQUATE EQUIPMENT SHALL BE - -.--.... ... F A. PLACING OF ALL CONCRETE WITH AN rc IN 17.C aintlioiu4,kq owpraam. 3-Im mm000(]'/;.plain 18-180 EACH SIDE OF SPLICE. �R EXCESS OF 2,5DO PSI. USED AS THE BASIS FOR SELECTING PROPORTIONS SHALL EXCEED PROVIDED FOR HEATING THE CONCRETE MATERIALS AND PROTECTING THE (res>am x301a0.4.i,rwez3MTo.4.0 T4ekx3pt.loA1 4.3'.0.13-01, m,mmum. rw+ul 21 END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET AT LEAST 48'. 5 0 B. ALL FIELD NEEDING OR WELDING PERFORMED IN AN UNLICENSED THE REQUIRED F.BY AT LEAST: CONCRETE DURING FREEZING OR NEAR-FREEZING WEATHER. ALL I,3'14 k, m FABRICATING SHOP. u.cusn4iek pwlkl r4A<m 3 Im Rovun+n(s'/;.o.IR•7 mi„imum, 22. MANUFACTURED WOOD TRUSSES SHALL BE DESGNED IN ACCORDANCE WTI C. ALL CERTIFIED COMPACTED FILL 400 PSI IF THE STD DEVIATION IS LESS THAN 300 PS CONCRETE MATERIALS AND ALL REINFORCEMENT,FORMS,FILLERS AND (w5mlion3btl.t0.4.t.reek z30tl.104.n Ilk z3an.lo.a1 rw nui THE LATEST EDITION OF THE C.B.C.DESIGN CALCULATIONS SHALL BE 4-3•.o.urnuk D. ALL PLACEMENT OF EPDXY BOLTS OR REBAR 550 PSI IF THE STD DEVIATION IS BETWEEN 30D-400 PS GROUND WTIi W110H THE CONCRETE IS TO COME IN CONTACT SHALL BE 4.3"14 w SUBMITTED TO THE ENGINEER FOR REVIEW AND TO THE BUILDING FREE FROM FROST. NO FROZEN MATERIALS OR MATERIALS CONTAINING 1v.lkrmrmpiw 3-Mcmnmm(z'/i'•o.utn 700 PSI IF THE STD DEVIATION IS BETWEEN 400-500 PSI Kr«seclk+z3w.101,T�ekzt0tl.10.0 ]-3'+O.Urmu, mm,;l DEPARTMENT FOR APPROVAL PRIOR TO PERMIT ISSUANCE. SI APPROVED 12. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY 7-3.14 ICE SHALL BE USED. -... (2Ei R ISSUANCE 900 PS IF THE STD DEVIATION IS BETWEEN 500-600 PS m.1•wpan,lhw m_hclm ma pku x•Mc«+moo(1'y.0.131ry DRAWNGS SHALL BE SUBMITTED FOR ENGINEER'S REVI } F OCIATES VC SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER B. IF THE STANDARD DEVIATION EXCEEDS 600 PS OR IF A 17. HOT-WEATHER REQUIREMENTS: IN HOT WEATHER,PROPER ATTENTION j;3•".Ist°"In rw ma 23. BEAMS,RAFTERS AND JOISTS SHALL BE SUPP D LATERALLY TO _..L ---DATE SHALL BE CUT FOR PIPES,DUCTS. ETC.,UNLESS NOTED. SUITABLE RECORD OF STRENGTH TEST PERFORMANCE IS NOT SHALL BE GIVEN TO INGREDIENTS,PRODUCTION METHODS.HANDUNG, xl.l'.1',luwirymmeb.u;os 3•Mmmmo"Gv;.o.Dln Iw IWI PREVENT ROTATION OR LATERAL DISPLACEMENT F _ _ 1 t♦es��il AR been reviewed for ache onc to the 13. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CALIFORNIA AVAILABLE,PROPORTIONS SHALL BE SELECTED TO PRODUCE AN PLACING,PROTECTION AND CURING TO PREVENT EXCESSIVE CONCRETE u.wimrinm l^.e•.hmanv ro.,m e4wy l Mmmmm(xV;.O.UI^J 1-.1 DEPTH TO THICKNESS,BASED ON NOMINAL OIMBfEION$p8e codes and ordinance.Auth rig Z ion Is AVERAGE STRENGTH AT LEAST 1.200 PSI GREATER 714AN THE TEMPERATURES OR WATER EVAPORATION WHICH WALL IMPAIR THE »'9°1IM1Yv c^'"""M' IQ-(1, .MIN•) »^o.a A. 2.1.NO LATERAL SUPPORT IS REWIRED.'lcreby granted to issue a building per It ndZ BUILDING CODE,LATEST APPROVED EDITION. r.o.l3r+,i1+ lYoc approval by all applicable City agencies. REQUIRED ro. REWIRED SiRENGTIi OR SERVICEABILITY OU THE MEMBER OR - - -- r14 em I+. la•o.a e. 3.1 OR 4:1.THE ENDS SHALL BE HELD IN POSITION,AS BY O O FOUNDATION NOTES: M a "up,tra+,mab"m zmcommm+(4.0.1W)32' FULL-DEPTH SDUD BLOCKING,BRIDGING, N T LL C. VIBRATORS MUST BE USED TO CONSOLIDATE THE CONCRETE. STRUCTURE. USE OF WINDBREAKS,SUNSHADES,FOG SPRAYS OR OTHER 3'+O.I3I•miln34'np, hcemilnwp4mbmwnuytlerM "'H�SssQf}i4PF, tlF granting of a permi be Ud�yyt Q 3•Hw•wN+umo.c. a,opp«im,iam TO OTHER ACCEPTABLE MEANS apprrrmow� al of these plans shall not be C nst ue J THE SLUMP SHALL NOT EXCEED 4' DEVICES SHALL BE PROVIDED AS REQUIRED. CONCRETE TEMPERATURES S-zm"+nmm(4•.pt93•) - C. 5.1.ONE EDGE SHALL BE HELD IN UNE F6*S�Lgt�D SIg�pp{{��CCQQxx enY violation of th ap Tic' 1. FOUNDATION DESIGN BASED ON SOL BEARING VALUE; 1000 PSF. ALL SHALL BE LESS THAN 80'F. CONCRETE SHALL NOT HAVE A PLACING 3.3.o.IJI mu, rw m0umm.ma4us yw O(Ies BId1Ti'd15 NO permit presU ed O Q D. THE METHODS Of MEASURING CONCRETE MATERIALS SHALL BE SUCH -3•la °•VTW_ D. 6:1.BRIDGING FULL-DEPTH SOLID BLOCKINV MKMOWAOr cancel the provisi ns I V FOOTINGS SHALL BE FOUNDED A MINIMUM OF 12'BELOW NEAREST ».rNw. tm=.mmm O' •plM•l �+ TEMPERATURE THAT WALL CAUSE DIFFICULTY FROM LOSS OF SLUMP, � THAT THE PROPORTIONS CAN BE ACCURATELY CONTROLLED AND .� SHALL BE INSTAIIHE AT INTERVALS NOT ERI F N'L'@N( ADJACENT GRADE M,conre.mr.Ar 3-IOU uxmem D••a1/tl•l EASILY CHECKED. MEASUREMENT OF MATERIALS FOR READY-MIXED FLASH SET,OR COLD JOINTS. 3'. .1. kce mil BOTH EDGES ARE HELD IN LINE. 1 I 1 2. FOR FINISH SLAB ELEVATIONS,SLOPES,AND DRAINS,SEE 4-rM eu•ks .-_ C �1 e• CONCRETE SHALL CONFORM TO SPECIFICATIONS FOR READY-MIXED n.Urt r,Am,°n'p 3-Im mmm"o(3^Pa.Ha•I E. 7:1.BOTH EDGES SHALL BE HELD IN LINE FOR THEIR ENTIRE LENGTH. G Li N ARCHITECTS PUNS AND SITE PUNS. 4-r+o.m^,ma, mu+m 24. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 THE JOIST LL CONCRETE AS7M C94. 4•r Hyy,upkr 3. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM ROUGH CARPENTRY NOTES: 3.1m"m+m+n(3'/;..o 162^) DEPTH. HOES BORED IN JOISTS SHALL NOT BE WITHIN 2'OF TOP OR O I..V O 9. CONCRETE MIX TO INCLUDE LEAST AMOUNT OF WATER,THE LARGEST 3-r,p131.mi3l h«wl Z EITHER SURFACE,GROUND OR SEEPAGE WATER. 3.3^a im BOTTOM OF THE JOISTS,AND THE DIAMETER OF ANY SUCH HOLES SHALL MAXIMUM SIZE AGGREGATE t'.AND LOWEST POSSIBLE PERCENTAGE OFi. WORKMANSHIP: ».1la"r.ty-,yaA.sum z-lmcanmon(lv;.0.lain 4. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL NOT EXCEED 1/3 DEPTH OF THE JOIST. NOTCHES IN THE TOP OR SAND CONSISTENT WITH G000 WDII(ABUtt.(5'MAXIMUM SLUMP). STRUCTURAL WOOD MEMBERS SHALL BE FRAMED,ANCHORED.TIED AND 3 3"0.131"'°' l+mm1 L O J CRIBBING,SHEATHING Q SHORING REWIRED TO SAFELY RETAIN THE 3.3.14 Vtlr•Wlm BOTTOM OF JDIS75 SHALL NOT EXCEED 1/6 THE DEPTH AND F_ BRACED TO DEVELOP THE STRENGTH AND RIIi1Dltt NECESSARY FOR THE x•lmcommmpV;.o.iaa•J SHALL NOT BE LOCATED IN THE MIDDLE 1 3 OF THE SPAR,REFER TO U) C M W EARTH BANKS,k TEMPORARILY SUPPORT THE EXISTING STRUCTURES. 10. MIXING AND PLACING CONCRETE: PREPARATION OF EQUIPMENT AND 3.Y.O.UI^mi4 h«+,a / PURPOSES FOR WHICH THEY ARE USED. 3_r 14 ' 25. STUDS SHALL HAVE FULL BEARING ON A PLATE OR SILL NOT 5. FOOTING ELEVATIONS SHOWN ARE FOR BIDDING PURPOSES ONLY AND ARE PUCE OF DEPOSIT,BEFORE PLACEMENT,ALL EQUIPMENT FOR MIXING 2. STRUCTURAL WOOD MEMBERS SHALL BE THE BEST SELECTION OF DOUGLAS ».lhumewJok, 3.1mr° ('3';.o.I6r) W 4'3'•N131'o,W rwwl I LESS THAN 2'IN THICKNESS HAVING A WIDTH NOT LESS THAN W ASSUMED TO BE IN SUITABLE BEARING MATERIALS. AND TRANSPORTING THE CONCRETE SMALL BE CLEAN; ALL DEBRIS SHALL FIR-LARCH WITH A MAXIMUM MOISTURE CONTENT OF 19x EACH PIECE _ 4.s•umm mmk, .. "T Y M.wpr,Np 3.1M4mnm O'y.oJM^) ,..THAT OF THE WALL STUDS. 6. ALL EXCAVATIONS SHALL BE PROPERLY BACKFHLIED. CONTRACTOR BE REMOVED FROM THE SPACES TO BE OCCUPIED BY THE CONCRETE; OF LUMBER SHALL BE GRADE MARKED BY A RECOGNIZED GRADING AGENCY 4.3•.O.ul•wl, h#"Q \/P L r ' ���yyI�FRm�H ` FORMS SHALL BE PROPERLY COATED; AND REINFORCEMENT SHALL BE (WWPA OR WCUB. HORIZONTAL FRAMING SHALL BE GRADE MARKED �-� N.l!"� l.E OR WA�lj SHALL BE EFFECTIVELY BRACED AT EACH END AND AT Q SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE ) 4.rM k. •�� 1�' D.F.LARCH NORTH 1 OR BETTER. VERTICAL STUDS, PLATES,AND 31.Wom umcmmi p,,,u,.m pmiu+e«m' 'yA+aw m•' AST 23'OF LENGTH WITH 1'z 4•CONTINUOUS DIAGONAL BRACES LET FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE IN PUCE AND THOROUGHLY CLEANED OF DIRT,RUST,SCALE,AND OTHER DELETERIOUS (NORTH)/ S,AMm.roor4mwW+emWkp(mrnMllpl 3°i;.pl D^vW" INTO TOP AND BOTTOM PLATES AND INTERVENING STUDS,PLACED AT AN . 1"� HAVE ATTAINED FULL STRENGTH. COATINGS WATER SHALL REMOVED FROM THE PLACE BLOCKING SHALL BE D.F.-LARCH(NORTH),SEE NOTE 3 FOR GRADE 163't`" CE OF DEPOSIT Vu mV,^ w%a aitr mir ANGLE NOT MORE THAN 60'NOT LESS THAN 45'FROM HORIZONTAL. 7. FOOTING BACKFILL AND UTIUTY TRENCH BACKFlLL WITHIN BUILDING BEFORE CONCRETE IS PLACED. ALL WTANCE AND OTHER UNSOUND 3. WOOD GRADES UNLESS NOTED. x-16pw SEE LATEST EDITION U.B.C.FOR ALTERNATIVE. •l;w r W AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS. MATERIAL SHALL BE REMOVED FROM HARDENED CONCRETE BEFORE A. 2•TO 4'THICK,AND 4'WIDE CONSTRUCTION GRADE D.F. IV,m14: IW.M' 27. JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS,HORIZONTAL B. ALL ABANDONED FOOTINGS.UTILITIES.ETC..THAT INTERFERE WITH ADDITIONAL CONCRETE IS PLACED. (LIGHT FRAMING) BASE VALUE Fb-1000 PSI smpk Rmr Rm+Nmem,meno«-um+n4yamn V:maw U. JOINTS OCCUR OVER BLOCKING EQUAL DEPTH TO THE STUDDING. .......................... mfnmi^tl 7;col^ W NEW CONSTRUCTION SHALL BE REMOVED. 11. NIXING OF CONCRETE: ALL CONCRETE SHALL BE MIXED UNTIL THERE IS B. 2'TO 4'THICK,5'AND WIDER IV•«1V' 1m°«BC 28. WHERE PLUMBING,HEATING OR OTHER PIPES ARE PLACED IN STRUCTURAL JOIST AND PLANKS GRADE D.F. n.P,n,1 wi"N(m nwiwl 4;«w aa'( ) n t � OR PARTLY IN A PARTITOM,NECESSITATING THE CUTTING A UNIFORM DISTRIBUTION OF THE MATERIALS AND SHALL BE 2x8,4x8,4x8(INCLUDING STUDS)...SIZE ADJUSTED VALUE Fb-1300 PS 33 Nemtiuw ,r '- V CONCRETE NOTES: nmmk,r y k 11 O'THE SILLS OR PULES,METAL TES SHALL 8E FASTENED DISCHARGED COMPLETELY BEFORE THE MIXER IS RECHARGED FOR JOB tlq=roermtl mil^ �/••, 2xB,4x10.........................................SIZE ADJUSTED VALUE Fb-1200 PS aRa Pm•mNo'.o.U3't TO THE TOP PULES ACROSS TO EACH SIDE OF THE OPENING PER MIXED CONCRETE. FOR JOB MIXED CONCRETE,MIXING SHALL BE DONE 200,402.......................................SZE ADJUSTED VALUE Fb-1100 PS u/,; wo.U Pp.4,WP SEE NDIE 5 ABOVE AND PROVIDE 5/8-0 X 5 1/8 RED HEAD /Jy 0`.Lµfl9TT o 1. GENERAL- REFER To ARCHITECTURAL DRAWNGS FOR MOULDS,GROOVES, mmmmm mil(zv;,0.n1•I '^ R IN A BATCH MIXER OF APPROVED TYPE. THE MIXER SHALL BE ROTATED 202..................................................SIZE ADJUSTED VALUE Fb-1000 PSI N.1at+m mpk' TRLUBO.T WEDGE ANCHORS 9'EACH SIDE OF A. C'OSSBBS „ORNAMENTS,CLIPS OR GROUNDS REWIRED 70 BE CART INTO CONCRETE C. 5•AND THICKER,RECTANGULAR N.Mkdm pwr tl V: 4x SILL PLATE NOTCH OR CUT. N AT A SPEED RECOMMENDED BY THE MANUFACTURER. GAOL BATCH OF ONE m" -' r EXP.1231��j AND FOR EXTENT OF DEPRESSIONS,CURBS,AND RAMPS _. o 0 BEAMS AND STRINGERS, SELECT STRUCTURAL D.F. .v 29. IN EXTERIOR WALLS ANO BEARING PARTITIONS,ANY WOOD m CUBIC YARD OR LESS SHALL BE MIXED FOR AT LEAST 1-1/2 MINUTES A a1' 2. POR7LAND CEMENT SHALL CONFORM TO SPECIFICATIONS FOR POR7UN0 WIDTH>THICKNESS+2' Fb-1600 PS c",+ mm+we"`^"""°'°mn'°'°°'w"'ra•°a.'•u"m'^. STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 253G "--••••••••••••••••• a MnemuMua'uubmmxuum ypM,a,upaiune,umpauwMeywu=Himnunmae.F°,nutiNMw°1 ¢AFTER ALL MATERIALS ARE IN THE DRUM. READY-MIX CONCRETE SHALL P.•Uimrukm„Wim CEMENT A57M C-15O AND SHALL BE TYPE II. MILD EXPOSURE TO SULFATE D. ROUGH OR SURFACE 5 x 3 AND 'm`P"u P"`"n°P'"`'Aiid°"qP'c"01°a'n""lk'rtf1O""i=PmP'rv°°"w"lmmktl`.vrmu'umtr"`^"'°"•a°"'.mi^a OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40x - ( ) ..c«+coo+«a,rromm.w.cm.r.o,ur;M.a'r;.o.m•ama••n1u^1 .... BE MIXED PAID DELIVERED IN ACCORDANCE WITH SPECIFICATIONS FOR 4cm.cow,Imr.o.1D•,ma'y.a.ur:lmr-q.l4n. URGER POSITS AND TIMBERS, /1 GRADE D.F. ,pn>m,en,,,ntm.r.v.l n'.m.a'r;.nul•;im•r.pur� OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. IN NO 'um,wmn cm-I'r;,aiar.m-Y/:.a.nr)ami,grm.r.mwr;m.ly;•plln+nL ELWIE.SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN '`8'•�. ` 3. AGGREGATES SHALL CONFORM TO SPECIFICATIONS FOR CONCRETE READY-MIXED CONCRETE ASTM C94,AND C.B.C.STANDARDS. WIDTH THICKNESS+2' Fb=1200 PSI r.cm,=k..mu................ hum=„ AGGREGATES ASTM C33. THE MAXIMUM SIZE OF THE AGGREGATE SHALL tlm«u.rw,hrmw «,.u.u�rmpum ,«nGm,�3o+,,. m L30u1^4•I'1«e„mm TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT c+mm+m+w mom. wl eamumwi anuniN. , ula Km,c»ru,umm4m mk,3e�e«v k„ 1. "°°�" '"" '^i1 "" LOCATED AT THE SAME SECTION O'STUD AS A CUT OR NOTTTCCCHHH �pEEEE N NOT BE LARGER THAN I/5 OF THE NARROWEST DIMENSION BETWEEN 4. SILLS AND PLATES RESTING ON CONCRETE OR MASONRY,WHICH IS IN um +�� 1 c L SIDES OF THE FORMS WITHIN WHICH THE CONCRETE IS TO BE CAST NOR CONTACT WITH THE EARTH OR RESTING ON FOUNDATIONS,SHALL BE .I cmmu'r;oma'l n' ny opm bmwei=r.=wm Law l mr,uknm+am+,moms. 30. RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AY b hm u nnu,c tl L. y=.z n u. Iw wu,, a mrmwnu worom. \�� V P o (P.T.D.FJ W PRESSURE TREATED OGLAS FIR. 1. - W°<R. wa "u I THAN 31 r \\\ O LARGER AN 3/4 OF THE MINIMUM CLEAR SPACING BETWEEN krn. �H P.%� 2 m REINFORCING BARS. FOR SUBS,THE MAXIMUM SIZE OF AGGREGATE v wu=a tli„a,mukm,m, .ram.°enm,w.mw,m,M n3i«nuo+wu..,m1,..ium,u:m+,e SHALL NOT DU LARGER THAN 1/3 THE SLAB THICKNESS. a mrr.krbm«um m.y.tli.m.u"mmm3rr mwmr. w N POST W/PLYWD.E.N. FULL HEIGHT SIMPSON STHD HOEDOWN FULLY I-POUR CONCRETE SYSTEM PER PLAN SHEAR POST WITH PLYWOOD SHEAR 1 PER PLAN SIMPSON HOD HOEDOWN PLYWOOD EN. NAIL TO POST W/38.16d SINKER 1 PER PLAN I- WALL FRAME 3 WITH/SIMP.SIDS 114 X 3 FULL HGHT. NAILS AT STHD14 AND 26-16d 5 0 4 3 2- SILL PLATE 5 4 WOOD SCREWS PER 2 3- 3-X3"Xl/4" PLATE WAHSER 2 E.N. TYPICAL I-POUR CONCRETE SYSTEM SINKER N PER SIMPSONINSTALL E.N. TYPICAL AND 5/8"XI2"A.B. O 6' OC / TO POST,ANCHOR MFIR FOR ENT HOEDOWN PER SIMPSON CATALOG UNLESS AT SHEAR PANEL 1- WALL FRAMING 1ST POUR LINE WHERE / 2- SILL PLATE BOLTS PER SCHED. PER SHEAR WALL SCHEDULE TWO POUR SYSTEM N 4• 4- FLOOR SLAB g- 3- 3"X3-Xt/4" PLATE WAHSER OCCURS 8' 5- FOR SLAB REINF. SEE FND. AND 5/8'X12"A.B. O 6' OC CONT.FTG.REINF 6- 2'SANG FILLUNLESS AT SHEAR EAR PANEL TOP&BOT. 0 7- 6 MIL VISQUEEN PER SHEAR WALL SCHEDULE ro it Z 8- #4 REBARS TOP & BOTTOM a 4- FLOOR SLAB SILL Ft 9- WEEP SCREED 6 4177j 5- 6'X6"-10/10 WWF 6 7 8 I 6- 2'SAND FILL lll—il 10- � 3 O 24" BENT 36- INTO SLAB a L_ w 7- 6 MIL VISOUEEN y o a TYPICAL O EXTERIOR FOOTINGS 8- #4 REBARS TOP ', I -I I & BOTTOM 12"MIN PROVIDE#4 X 3T OPTIONAL PER PLAN a LONG REINF.BAR PER PLAN FOR 2-POUR CONCRETE SYSTEM 1 CENTERED ON w HOEDOWN"HOOM' FOR 2-POUR CONCRETE SYSTEM USE 15" LONG ANCHOR BOLT BY 11 rn USE 15" LONG ANCHOR BOLT BY PROVIDING 7" MIN. EMBEDMENT �+ 0 I PROVIDING 7" MIN, EMBEDMENT BELOW COLD JOINT DEEPEN FOOTING REINF. AS 3' 12"MIM. SEE PLANS o REO'D SEE PLANS a a a EXTERIOR BRG. FOOTING I INTERIOR BRIG. FOOTING 2 3 TYP. STHD DETAIL 4 TYP. HDU DETAIL ROOF SHEATING 3-8d/2X FLAT ALTERNATE TO LS50 5/8"0 x 6"GROUTED HOLE PLYWD.BN. FRMG.ANCHORS USE"H1" yy o WITH NON-SHRINK GROUT. STUDS WHERE ANCHORS AT EA.TRUSS fy Oa e WI#4 x 2'8'DOWEL®36' OCCUR. (E)FOOTING NEW FOOTING PLYWD.BN. h U .. 0 O.C. (N)4"CONC.SLAB SEE PLAN STARTER W a ROOF BOARD W x a TRUSS y EXIST.FOOTING - a 2X FLAT AT 24"O.C. fti rr� 144 CONT. #a DOWELS TOP 6 W/2-16d FA.END 2X R.W/16d H k1 O BOTT.DRILL 5/8"0 'a' �6"O.C.-�.,1 HOLE 6"is DEEP AND 4 SHEAR TRUSS ALIGNED 1f /v ROOF TRUSSES SEE 17 ti w EPDXY W/WALL DESIGNED TO LS50'S(ALT:A-35) / PLANS W/2-16d TOE FEiy Eq TRANSFER LATERAL 024"O.C.U.N.O. ZX BLKG. NAILS TO TOP R f 1 LOAD FROM TOP TO W cFi BOTTOM CHORD ��,• o 9 E•N LS50(ALT:A-35)@24'O.C. a ALT TO LSSO'S LTP4L TYP AT EXTERIOR WALLS FRMG ANCHORS AT U.N.O.ENTIRE LENGTH OF WALL a tYj pp a 24"O.C.FULL LENGTH S 4, NO SPECIAL OF WALL E NPTO 2X R GYP CLG SHTG PER o ... BIDBEAM WHERE OCCURS h E.N. INSPECTION REO'D. INSPECTION REOD. DOUBLE 2X STUD WALL 24"LAP SHTG.PER PLANS TOP PLATE .A 8" o EXIST./NEW SLAB CONNECTION 5 EXIST./NEW FOOTING CONNECTION 6 TYP. GABLE END DETAIL 7 TYPICAL EA DETAIL f UH PERMIT SSUANCE g SCUT r FAZEKAS&ASSOCIATES INC. c. ..._.............. ......UAIE-,.,,, ...... hose plans have been reviewed for adherence to the .-pplicable codes and ordinance.Authorization Is "ereby granted to issue a building permit pending EXISTING DOUBLE TOP PLATE .Ipproval by all applicable City agenefes. Q sIMPSON MST.STRAP TIE SHEAR WALL SCHEDULE rmit based on Z U.N.O. BN TYP. ,,pruval of these plans shall not a construed to Z SILL ATT vo an vloia Ion the applicable esumed to give O MARK WALL TYPE O -- PLYWD.ROOF ALLOW FOUNDATION "�H�61at0 Ur CILIFDdt the provisions of such SHEAR ��Ie§ a valid TRANSFER ' o' SHTG. WSTUCCO OVER PAPER BACKED LATH W/16 GA STAPLES O 6-D.C. AT TOP&BOTTOM PLATES,EDGE OF SHEAR WALL AND ON FIELD(ICBO REPORT NO.1318 AUG. 2002)OR 180 PLF 5 8-Q O 16d O 8"O.C. LTP4 O 24' Q • (ICSO REPORT NO.1254 MAR. 2004)NOTE 4 AND 9 BELOW (l EW DOUBLE TOP PLATE %'PLYWOOD STRUCT II OR STD SHTG W/8d NAILS O 6"O.C.AT EDGES&12'O.C.HELD 5/8'AB O 0 �' v NEW END STUD (TABLE 2306.6.4.1-CBC)NOTE 1, 6,9,10&11 BELOW 260 PLF 48'O.C. I6d O 6"O.C. LTP4 O 16' Q W _ 'PLYWOOD STRUCT IL OR STD SHTG W/8d NAILS O 4"O.C.AT EDGES&12-O.C.FIELD 5/8"AS O CC WN (TABLE 2306.4.1-CBC)NOTE 1,6, 9, 10&11 BELOW 350 PEE 32"O.C. led O 4"O.C. LTP4 O 12' G O_ 0. �18d 2X 4 BLKG. 3 %"PLYWOOD STRUCT 11 OR STD SHTG W/8d NAILS O 3-O.C. AT EDGES&12-O.C.FIELD 5/8" AB O " O NAILS 018"O.C.EACH SIDE MFGR WOOD O L� (TABLE 2306.4.1-CBC)NOTE 1,3, 5,6,9,10&11 BELOW 490 PLF t6d O 3 O.C. LTP4 O 8"1Y"O.C.00 Z �/ EXISTING NO STUD r PLYWOOD STRUCT I PLYWOOD SHTG W/10d NAILS O 3"O.C. AT EDGES&12-O.C.FIELD 5/8" AB O 16d O 2 1/2' LL Co f (TABLE 2306.4.1-CBC)NOTE 1,3, 5,6,9, 10&11 BELOW 665 PEE 16'O.C. O.C. LTP4 O 6' vJ QS SIMPSON SW 24 X 9 STANDARD STRONG WALL N/A 2-5/8"A.B. N/A PER SPECS U) CV Uj W Cy.) ASIMPSON SW 32 X 9 STANDARD STRONG WALL N/A 2-5/8"A.B. N/A PER SPECS W STRAP DETAIL 9 TYP. BLOCKING @ RIDGE 10 Q - J C _J SWEAFb1ALLa fERPIAN NUMBER OF NAILS SPECIFIED 1. ALL EDGES OF PLYWOOD SHEAR WALLS MUST BE BLOCKED WITH 3X SOLID BLOCKING FOR WALL TYPES S, 1,&2 AND 3X SOLID BLOCKING FOR WALLJ TYiPE'S FJL� NAIL SPLICE BETWEEN SPLICING POINTS ON AND 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL,DOUBLE THE NUMBER OF BOLTS I.E.HALF THE O.C. SPACING). THE PLANS AND PER TABLE BELOW ( ) 2x BLKf TO FIT led SINKER NAILS AT 3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION AT ALL LOCATIONS.(UNO ON PLANS) •i 4'O.C.U.N.O.ON PLANS _ 4-KdrELJC AND PER TABLE BELOW 4. PAPER BACKED SELF FURRING EXPANDED METAL LATH WITH ICBO APPROVAL. AXIAL 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR WIDER&NAILS SHALL BE STAGGERED. TRIM PER IGd/BGRED (e'O.CMAX) LOCATE STUD LOCATE STUD 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"O.C. ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON PLAN UNDER SPLICE UNDER SPLICE DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3"NOMINAL OR THICKER&NAILS ON BOTH SIDES SHALL BE STAGGERED. RIM . 1ST n rMA:ITV— e¢47 STEEL STRAP SPLICESIMPSON STRAPPER PLANS 7. ALL CONTINUOUS EXTERIOR FOOTINGS TO HAVE 5/8" X 10"A.B.'S O 48.O.C. UNLESS OTHERWISE NOTED ON PLANS.U.EL.FOISTS 8. ALL INTERIOR NON BEARING FOOTINGS TO HAVE 7/32'SHOT PINS O 32.O.C.&48"O.C. RESPECTIVELY: I.E.ON72S36 ICBO REPORT 1290,Oct. 2003 9. USE 3-X 3"X 1/4"PLATE WASHERS.TYP.STUDSTF7)66 a16"D.C. 10.USE COX CC OR STD SHTG IN LIEU OF STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REROUIRE CHANGES. USE OF PARTICLEE'ERR 4" LOCATE STUD UN ER 3PLICE BOARD REQUIRES CHANGES AND APPROVAL BY THE ENGINEER.(LLOAU __-INOTE:SCHEDULE PER DETAIL A B C D E D 11. AT EXISTING FOOTINGS USE REDHEARD WEDGE ANCHORS TO COMPLY W/SILL BOLTING ICBO/1372 MIN EMBED 7 1/2-.A35/61EAFd'1.4LL 6LIfDfIGH -FULLY NAIL5TRAP W/(.16'O.G.MAX) Eat #OF t6d SINKERS 12 18 2• 30 36 42 MIN.PLATE LAP 4 FT. 1 FT. 4 FT 6FT. 8 FT. 8 Fr. t6dSINKERS NAILS ORC 05595&fAR AEL--�� �? L'0 CA-rl oH,1 ALT.STRAP W/ -NACOMMON NAILBE 1 PER PLAN 18d SINKERS ST22 ST8224 ST8236 MST37 MST48 MST80 -NAILS SHALL BE AT u LXP.1E.31•�� o LEAST 2'APART Z LOW ROOF II TYPICAL SPLICE PLATE DETAIL 12 w - ... ____..._...._--. REVISIONS 3Y _.. n�l�q•If'ro CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD CF-SR Page 2 CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD CF-1R Page 3 CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD C1-1R Page 4 ERT Tf COMPUTER METHOD CF-R CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD CF-1R Page 1 CERTIFICATE .COMPLIANCE: RESIDENTIALage Project Title..........Wear Resident¢ Uare..10/11/10 09:14:03 project Title..........bleat Residence Oate..10/11/10 09:14:03 Fr.3et[Title..........Nest Reaitlence Date..30/11/SO 09:19:03 Project-lc e roje c[Title..........West Residence Da Le..10/11/30 09:19:03 ............at Residence Dace..10/liI. 09:19:13 PrI t Atltltess........ 32086 PI Y Wa ..1` USerY-MP16B0 Veer-Cal-Kool A/C G Heating Run-West Reaitlence ..eiY-MP16B0 Uaei-Cal-KOO1 A/C 4 Nesting Rurt-Went Renitl¢rtCe _ s Documentation Author... Debbie Hiner ......• Building Permit Y UaerY-H P16B0 U,<r-Cal-KoOl A/C 6 Heating Run West Neaitlence Cal-Kcal A/C a...ring 31600 Railroad Canyon Road Plan Check/.ate BUILDING ZONE INFORMATION PERIMETER LOSSES FENESTRATION SURFACES _ HVAC SIZING Canyon Laks,CA 9258] 951-214-1412 Fteltl Check/Wce Floor Y.£ Y of Ce:d-Thermo- Verified Appendix Alex Exter Ve qe o Length F2 Ina ul Soles JA4 Location/ U- Act Shade t rifted Climate Zena...........10 A[aa 1*1-1 Dwell PeoD- it- eta[ Height Area Leaks Orientation (sfl factor BNGC All Tilt Type Location/Comments Total 9enaible Design Manvmum Compliance Method......MICROPASB 18.1 for 2008 CEC Scaneartla lc02) Zone Type I.f, (af) Units le nod Type I'll (st) Housewtapt u.t.ce (It) R-van Gains Ref.- a Comments _-__ Heating Cooling Calling Cooling I CAOPASB v8.1 File-WEST WU-CT230308 Pxoq[am-fORM CF-1R E%ISTING-Exis cinq No EXISTING-Existing 3 Wind Front (SW) 15.0 0.380 0.290 220 90 Standard F3/Vinyl LOE OPerahle aTacem LOatl Load Capacity Capacity Users Vsec-Cal-Kool A/C<Heating Run-bleat Reaitlence Residence 2117 19053 0.75 5.2 vYe. Setback 8.0 standard 16 SlabEdga 118 0.730 R-0/Old NO NIP-Sid Standard slab Edge 15 Wind Left (NW) 6.0 0.380 0.290 330 90 St antla.tl LS/Vinyl LOE Operable ype (Btu/hxl (Btu/hrl (Btu/R.1 IBYu/hcl • ADO-New IAdtledl ADD-New(Added) 25 Wind Back (NEI 9.0 0.380 0.290 40 90 Standard B30/vinyl Lo.Dpe[able Reaitlence 715 6435 0.25 1.8 Yea Se=baek 8.0 Standard No 1]Slabetlge 94 0.730 R-0/Din No Non-Std Scantlard slab Edge 33 Is old Right LSE) fi.0 0.380 0.290 13U 9U 9tandara R6/Vinyl LOE Operable ADD-New(Mtletll 32 Wind Right ISEI 3.0 0.380 D.29G.0 90 Stard.d R7/Vinyl LOE Operable Furnace 18613 "1 "1 "1 MICROFASB ENERGY USE SUMMARY ATTIC AND ROOF DETAILS FENESTRATION SURFACES 33 Wild Right (SE) 6.3 0.350 D.300 13D 90 St...Td RE/Vinyl LOS Fixed ACSplit n/d 10,95 12945 .1. 31 Wind Right (SE) 6.3 D.350 0.300 130 90 Standard R9/Vinyl Los Fixetl Total 69547 51929 62273 rt/a Energy Uae Stallard stopo..d Complian P¢zcenrame R- R- ESue[ioi e [ Roo[ Roof Be-Re- Emiea-Frame Spac- Value Value Vent Area U- Act bade SLAS SURPACE9 (kTOV/at-yr) Design Design N.=gin Imp[ovemenc Nas. Rise flea-iviry Depth ing Above Belou Area Vent Orientation (af) [actor SHGC Azm Tilt Typa Location/Coewenes Siz tnq LOcat a Desi ... Roof Type (lb/sgtt) (in.) Lin.) Oeck Ueck Ratio Big n _-_-- Wiese[I litaertDsign.. .22 F Space Xea[ing.......... 1].30 16.99 0.31 1.BY EXISTING-Existing Slab Type (of) et Int1i Oe.Sgn.......l0 F Space Cooling.......... 59.99 56.02 3.9t 6.6\ E%ISTING-ex Sa=ing nce 4 Wind Franc(SW) 15.0 0.580 0.650 220 90 Stantlexa F9/Vinyl Operable Summer In I. Dtnign......"'F Vert[ildtlon Fana....... 0.67 0.Y7 0.00 0.0\ Tile Heavy 5:12 0.15 0.85 3.5 24 oc U.00 0.00 1/300 0.00 5 Nina Fiortc(9N) 35.0 0.580 O.fi50 220 90 Standard FS/Vinyl Operable EXISTING-Existing summer Inside Design.......]5 F - ADD.New(Added) 6 Wind Front l5W) 6.3 D.550 0.611'11'1 90 Standard F6/Vinyl Fixetl Starttlard Slab 925 Summer Range............... J9 F Total 78.16 73.88 1.28 5.51 Sile Heavy 5:12 0.15 0.85 3.5 24 Oc 0.00 C.00 1/150 0.30 7 Wind Front (SW) 6.3 0.5 So 0.6'a 220 90 SCaneara F7/Vinyl fixed ADD-New (ASlab 8 Wind Front(SWI 6.3 0.550 0.670 220 90 Standard FB/Vinyl Fixed Standard Slab 715 DUCT SYSTEMS ...Building complies with Computer Performance••• OPAQUE SURFACES 9 Nina Front (SW) 36.0 0.580 0.,,,220 90 Standard F9/Vinyl."table •••Water Heating not ca lculac.d••• 10 Wild Front ISwI 12.0 0.580 0.6,a 220 90 Standard F10/Vinyl Operable HVAC SYSTEMS eractea Verftted Vettftea U- sheath- Solar Appendix 11 Wind Left (NWI 16.0 0.560 0.650 330 90 standetd L1/Vinyl Operable Ve system Duct Ducr v Duct Surface W tetl Frame Ataa Eact-Cavity ing Act Gains JA4 Location/ 12 Nind Left lNwl 6.0 0.580 0.650 310 90 Staidartl L2/VI 1 Operable ri[i ad Type LOcatio R-value Lea lags Area Ducts L GENERAL INFOPNATiOw Surface Type (sf) o R-van R-van Asm Tilt Reference Comments 13 Wlnd Left INWI 6.0 0.580 0.650 310 90 Standard L3/Vinyl Operable Minim VI.ifted Verified Verifietl Ve.ifietl Maximum x[sTixc-14 xiad Lett INN) 9.0 0.580 0.650 310 90 Standard L/Vinyl Operable system Refitg Charge Adequate Fan Watt Cooling E existing e[tin ucion.......... Not Required EX15T1NG-Existing 16 Wild Back INE) 30.0 0.580 0.650 40 90 Standard B1/Vinyl Operable TYPe Efficiency EER of CID A3 rflw Draw Capacity Furnace Attic R-4.2 NO No No Condition. Floor Area..... 2B32 of 17 Nlntl Back (NE) 30.0 D.SRD 0.650 10 90 9tantlartl B2/Vinyl Operable AC Split Attic R-4.2 No No No Single Family De,[achetl 1 Wall Woed 959 0.102 13 0 220 90 Yes 4.3.1 A3 fxtWall EXISTING-Existing ADD-New(Added) Building Type.............. Y 3 wall Nootl 365 B.102 13 0 310 90 Yea 4.3.1 R3 EztWell 18 Wintl Back (NE) 30.0 0.580 0.650 90 90 Standard H3/Vinyl Operable C.nactuctlon Type ...... ExiacingFMditionaAlc...rich 5 Wall Wood 60U 0.102 13 0 40 90 Yes 4.1.1 A3 EziNall 19 Doox U,k (NEI 61.0 0.53,0.650 /0 90 Sc .n d H4/Vinyl Patio.lot Furnace 0.780 APUE n/a n/e n/a d/a n/a Furnace Arti. -4.2 No No No Vintage Assumpttods....... 2001-2003 7 Wall NOId 1]5 0.102 13 0 1So 90 Yea 1.3.1 A3 Ext..II 20 Nind Back (NE) 12.0 0.580 0.650 90 90 Standard BS/Vinyl Operable ACSplit 10.00 SEER No No No No No -Split A[ilc R-4.2 No No No Nature Ga,at rolsit e....... Yea 10 Wall Nootl 288 0.302 13 D 220 90 No 1.3.1 A3 Shtluall 2l Wind Back (NE) 21.0 0.5B0 O.fi50 90 90 Scantlacd B6/vinyl Operable ADO.NEW IMtleal Building Franc OtientactOn. Front Eating 220 deg(SW) 11 AC[Sc Wootl 1192 0.032 30 0 n/a 0 Yea 9.2.1 AS Attic 22 Wind Back (NEI 24.0 1,.SBO 0.65o 40 90 Standard B7/Vinyl Operable Furnace 0.800 AFIIE n/a n/a n/a W/a n/a FAN SYSTEMS Number.E Melling Uniia... 3 17 F1o0zEZC Wootl 2]2 0.048 19 0 n/a 0 No 9.9.2 A/ ExpFloor 23 Wind Back (NEI 20.0 0.580 0.6So 40 90 standard HB/Vinyl Operable ACSplit 13.00 SEER No No No o NO Number Ot Builtlinq Stories. 2 11 Oeor Wood 20 0.500 0 0 220 90 Yea 4.5.1 A4 Solid Nootl 24 Wind Back (NEI 12.0 0.5B0 0.650 40 90 Scandatd B9/Vinyl Operable F1ox Pwer Weather Data Type.......... PI111-t 15 Do,, wood 18 0.500 0 0 220 90 No 4.5.1 A4 Solid Wootl 26 Wind Right ISEI 7.5 0.580 0.650 130 90 Standard R1/Vinyl Operable HVAC SIZING System Type (cfml (W/efs) Floor Conatruccion Type.... Slab On Gratle E%ISTING-CeWmcOetl a%ISTING-New IAtltledl Verified EXISTING..dat-Existing Zy Number of Builtlinq Zone... 2 8 Wall tl 315 D.1U2 13 0 130 90 Yes 9.3.1 A3 fztwell 29 Nind Right ISEI 6.]0.350 0.300 130 90 Standard R9/Vinyl LIE Fixed Intel Senatble Design Maximum Stande.tl 60.59 .25 Contlttionetl volume.Zones... 25490 of ADD-New(Addeo) 30 Wind Right ISEI 6.3 0.350 0.300 130 90 Sianea rd RS/Vinyl LOE Fixetl Hearing Cooling Cooling Cooling ADD-Nex(Added Slab-On-Grade Are+......... Ifi 40 of 2 Nall Wootl 75 0.102 13 0 220 90 Yea 4.3.1 A3 ExtWall EXISTING-Deleted gTa rem Load Loaa Capacity Capacity Standard 20.21 .25peal Glazing Petcentags......... 18.3 a of£loos area 9 Nall Nootl 111 0.102 13 0 330 90 Yes 9.3.1 A3 ExtWall 27 Wind Right ISEI 15.D 0.580 O.fi50 130 90 ScantlarI I IVinyl Operable Type (Btu/nr) IBtu/h.l IBYY/hxl (Btu/nr) (g Average Gt,ce,t U-fact..... 0.54 eta/n[-sf-F 6 Wall Wood 111 0.102 13 0 /0 90 Yen 1.3.1 A3 Extwall 28 Wintl Aight LSE) 15.0 O.SBO 0.650 130 90 Steptlazd R3/vinyl Operable VI Z ••pppp er+ge Glazing SHGC....... 0.6 9 Wall Wood 401 0.102 13 0 1J0 90 Yea 4.3.1 A3 ExtWall ADD-Nex(Addeal E%ISTING-Existing 'AV 12 ACticPatl Wood ]15 0.032 30 0 n/e °Yes 9.2.1 AB Attic 1 00or Front (SW) 48.0 0.530 0.650 220 90 Standard Fl/vinyl Patio Door Furnace 50674 n/e n/a n/a N ! Avs ra9<Ceiling Height..... 9 It 2 Wine Front (SIH 15.0 0.380 0.290 220 90 Standard F2/Vinyl DUE Operable ACSplit n/a 41139 49328 n/a w V as I CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD CF-1R Page I CERTIFICATE OF COMPLIANCE:RESIDENTIAL COMPUTER METHOD CF-1R Page 7 MANDATORY MEASURES SUMMARY;RESIDENTIAL MF-1R Page 1 MANDATORY MEASURES SUMMARY:RESIDENTIAL MF-!R Page 2 MANDATORY MEASURES SUMMARY;RESIDENTIAL MF_lR Page 3 Zssri Pro act Title..........West Reaitlence Date..SO/11/10 09:14:03 Project Title..........West Residence Da[e..30/11/30 09:14:03 P[oje<t Title..........West Residence Date..10/11y10 09:14:03 Project Title.............t Residence o Oate..10/11/10 09:14:03 Project Title..........West..It'.... D,L .10/11/10 09:14:03 3 Project Address........ 12086 Poppy Way ••• MICPUPASB v8.1 Fale-WEST Nth-CTZ10S08 Pre9tam-FOPL1 CF-1R MICHUPASB vB.l File-WEST Hih-CTEIDSOB Program,FORM CF-1R p.cumentati Lake Elsinore,CA 92532....... B.1.. MI .PAS.v8.1U File-WEST Wth-CTn OSOB P[gram-FORM MF-1R MICRO PASS v8.1 File-NEST WL!,-C1'210508 Program-FpPM MF-1R Id Z a� Pun-Neat Reaitlence UserY-MP1680 Uae[-Cal-Keel A/C 4 Heating n-Neat Reaitlence o Author...Oebble Ninex `•• uiltling Peimlt Y UaerY-NP1680 User-Cal-Noll A/C 4 Heatirtq Run-West Residence I UserY-MP36B0 Vaez-Cal-Kool A/C<Xea ing Run-Wear Residence mj7 UserY-MPI6YD r-Cal-K.ol A/C<Hearing I o Cal-Kool A/C G Hearing B n o t t 31600 Aail.oad Canyon Noad Plan Check/Date door eov ring the entire opening If the tirebo.. and i sulatetl c the requirements.£CMC Stet ions 601, 602, 603. 609, 60S V^ AND MODELING ASSUMPTIONS COMPLIANCE STATEMENT Canyon Lake,CA 9258g Field C�eck/Date 150(e)1B:eMa...Y otnfactory-bulquareieplaces have a combustion outside a and Standard 6-S;meupply-air and i -air aucta and plenums die Insulated[ Uae i[ ne ac t ncv n C < SPECIAL FEATuare A 951-244-4412 totals,which I.at least six a Snche3 in area+n0 is equipped with a a minimum i [sines level of R-4.2 at t neloastl a 'rely i anditieded Bpace.o •a on In lads, ••• This cettificate of compliance list.the building Eeatuzes and performance Climate Eon............10 with a readily sun...Lela,Operable,and tight-titling damper and or a Open3nga shall De sealed Wien mastic, tape or ocher tlu�=-closure az>iem that ^ _ ahoultl be tlocumentetl p coa.bus ciao-air control device. to the applicable[equi rementa of UL 181,❑L 1BSA, UL 1B1B o 0 1 = Z •Items 1n this'so C[on apecificationa eases to comply with Title-24, Pazta 1 and 6 of the Compliance Method. MICa0PA3B vB.l for 2008 CEC Srandattla Ir02) g requirementa of UL 123. If m acic o tape i ,ad t Z •Lnacal led c ..factual.antl CeC.peril Lcattons,and 1501e12:Continuouatbuznln9 pilot lights and the use of indoor air fox calling sealant that meets the California Coaen o!Regulations, and the atlminiacrative .equlaci0na i. open ga greater a u s `• ...ifine during plan on-A and fieltl inspection. ••• Ian 1smYnt than. Th to ce itifi rate and teen HICROPA3A vB.1 File-WEST wth-cT21JSOB rogram-FORM MF-kR a fl[ebox jacket,when that ivtloex air is vented Co the Outside of the meal In than 1/4 then,the combination Of ma:cio and either nosh ••• p signetl by the individual with I r Tnls building inroipou cos a Ratliant Barrier. overall des on responsibility. e[1-MP16B0 r-Cal.-Ko01 A/C f Heart's PRun-Nest aide building,are prohibited. [tape Billl ng...it `^ Ua use 1501m11:Building c is s,suppox[platforms for sit handlers,one plenums l tl for atlaltiOn9 under DESIGNER o.°WHEN DOCUMENTATION AUTHOR : Low-rise residential huildings subject t the Standards must vlomply with SPACE CONDITIONING,WATER HEATING AND PLUMBING SYSTEM MEASURES: defined or coI tructediwith m oriole other than sealed.beet metal,duct FNI Nachanic.1 Fan System I. requt[ed to be i calla a011Eapplicable mendatoty meaaur>listed,regardless of the omp lie' board or flexible tluct,hall not be v.ed fox c nvtyi nq conditioned air. f[aay B not n9 e c ce v O et 0 Called i I000 feet as pored in EICIPtiOn 5 to Section 152(bl. approach...d.nose actin <soar Meted on cha Cez ifi at.o[ 130-113:HVAC equipment,rater neatera,an...Theada, tauter:and ell orb Building c tares and support pLetowa may contain tlucts aeeta ins n M square Nama....Billy L.Maxwell Name.... Debbie Minor pp[oac 9.. 9y....... c e Fa:y Company.Billy L.Maxwell Oea lyn ompany.Cal-Kool A/C i sting a (CF-SR,CF-IR-ADO,or Cl-IR-ALT F ran) an.11 supersede CIn items regulated appliance.a [i£ied by the Ede[gy ConmisaiOn. avltiss and support p1aCEorma shall n t be coop xa.aetl to c retluc[lons i Md[eas.31600 Railroatl Canyon Rd. Add-es. 31600 Rai 1,'a Canyon Road eclat with a isk 1•)below.This Mandatory Neasuzea Summary shall be 1131c15:Nat¢.heating[ rculation loop.: ing multiple dwelling units and the cz.n aecti dal a of the delta. I REMARKS Canyon Lake,CA 92587 Can Lake,CA 92507 incorporated into thepermit document.and the lit 1 t'states shall be Hign-Rise residential occupant,,met there t release I_*,sba.kilo. 15o(m)2D:aJei me and'e s of duct ayaceme and their componeate shallnner be Yon app culation loop ono etion sealed with.loco backatubn-aCheead.Butt tapes unls such cape i setl In Phone,.. 51-241-2315 Phone... 95 /4-4112 onside red by all pestles ae min mum compemnc performance apecl[icacione prevention,pump isolation valve,andtx ci p c a License whether Choy a shown eIs he Sn the documents or in this aukaary.Submit requirements of 1131c)5. atu combination etch m acic and drew Wnde. automatic all applicable'actions Of the MF-iR Form with plans. 115:Continuously buintn.pilot)sights are prohibited for n ral gas: 150(m)]:Exhaust fen ayaceme have back tlzaft or acne dampers. Signatl.. 10w�l 4i'gned.. ��'II-�u fan-type central Turnalea,n.uaehold rooktng appliances laPPllances with an 150(m)B:craOvity ventilating.Yatemans ruing conditionetl apace have either tlacel (da[.1 BUILDING ENVELOPE MEASURES: eleetricale supply voltage connection with pilot lights that consume lien than automatic eadily accessible,ma Wally operated damper.. 1So eta/h.are empty, and pool and spa heaters. 1501m)9: Ins ula ciao obeli be protected from tlamags, including that due to ENFORCEMENT AGENCY 116(a11:ow..and windows between conditioned and unconditioned apace.at, 150(h):Heating and/or cooling load,axe calculated in accordance With ASHAAE, vnlight,moisture,equipment maim... t,and wind.Cellular foam aula[Son nuEacturea to limit air leakage. SMACNA or ACCA. shall he protected as above or Painted witha..acing that is Wateriietardant Name.... 1161a)1: Fen shoo protluat, (except fieltl-fabxluced wind..S)have a label 150(1):Heating ayet ems a..equipped with the rmo'tata that meet the setback and I...ide,,hie lding from osier radiation that can c...a degradation of the Title... listing theece rti fiad U-Facto., e r ifietl Solar Heat Gain Coefficient IBHGC), [equi resents of Sec[loni1121cI. o rt carnal. 'hoer core Apency.. and infiltration chat m eta Lhs[squicamsnta of 30-ill la1. ISOIjI1A:9tozaga gas Wa ztheatacs LecedtwiLn an Energy e O greater 1501m)10:Flexible tluctscannot have porous i a. land Exterior doors and a t.th are weather-at ripped;all joints and than the federal minimal a ands[❑a ..ally wrapped withri...Iso a. 150(o):All dwelling unit.alall stet the Yaqui....ts of ANSI/ASHRAE StandsYd Phone... penetraxions.ce aul lea end aealetl. having a ins eallea thermal resistance oftR-12 or greater. 62.2-2007 Vencilationand Acceptable Indoor A1.Duality in Low-Rise 118(+1: I.....re, ,likedspecifred o installed meets Stantla rda for Inaula[inq 1501j)18:nUnfi red storage tanks,such a a ora9e tank.or backup tanks fox Residential Builtlings.Windom operation i not a I Zmi,alble mechad of Signed.. Metal Ill. Indicate type and include on CF_SR Form, eels[rater-heating system,I .that:neit..t n.c rater ranks nave R-12 pt.vltlinq the Whole Building Ventilation.equi setl in Section 9 Of that (date) 118(1,:The thermal•itt...a and solar teflectance value.of the coal roofing external ln9ulatiOn o.R-16 internal 3.'lotion where the internal insulation St and.Yd. .[Sal meets CRs xequixementa of lIBli)when the installation.[+Cool Roof R-value is indicated an the exterior of the tank. D e Latape.ili:d On the CF-1R Form. 150(j12:Fits.5 fast of hot and cold Water pipe,clo,eatcto .ter neater POOL AN SPA HEATING SYSTEMS AND EQUIPMENT MEASURES: •15o(a):Minimum R-19 insulation in rood-flame ceiling or equivalent U-faccor. talk,n -[ec....lating'Y.Leme,and entire length of ra xtula[Sng aectilna 150(b):L....fill inaulaclon.hall conform with manufacturer's installed of ho=water pipes ate inaulatstl per Sxantlard>Table 150-B. 119(al:My pool c spa heating ay.roan shall ba certiEletl to nave:a thermal design labeled R-Value. 15DIj12:Cooling system piping(auction, chilled water,o,brine lines),.ntl efficiency that complies with cne Appliance Efficiency Ragvlatilne,an on-Off •150(dl:Minimum A-13 Snaulacien i Dod-crane wall o equivalent U-EaccO[. piping insulated between Resting a arcs and indirect hot rater tank shall be witch mounted outside of the hearer;a permanent we,th,rwYOaf plate or card �\ •150(tl):Minimum R-13 insulation in xaI.ee wood-f[ame[floo[or equivalent ins 182ed t0 Table 150-8 antl Equation 150-A. with opt[sting instructions;and she 11 not use electric re.iecance Meting or \V U-fatc.x. 150(j)2: Pipe insulation for at,=hydx.nic heating aya[esa or not water a pilot light. fV� 150(f):Air retarding...I is tented,labeled,and installed according to AETM ey3t,,,>15 psi,me ta the zequirementa of Standard.Table 123-A. 114(bll:My pool or spa heating equipment she 11 be inatalletl With at,least E1677-9512aOD)when specified on the CF-1R E 15a(j)3A: Ina.1 eis protected from damage, including that tlue to sunlight, .6"of pipe between filter and heater,Or dedicatee suction and return line,, 150(g):Mandac0[Y Vapor bar[Ser inatalletl in Climate Zone,14 or 16. moistu.e,equipment maintenance end Wild. Oz built-up corunections for future solar hearing _1 150(11:wet bsoxption Yet a a for slab ado.insulation material alone without ]SOIj)3A:I I.I.Y,I for chi ilea v r piping and refrigerant.notion lines 114(b)2:Outdoor pools Or spas that have a near pump or gas heater shall have \v facing.isenoagreatar the,1.3\;wet z vapor Permeance ca i no greater than includes a vapor xetaxeaor or is r.lo.rd entirely in conditioned apace. a over 2.0 perm/inch and shall be protected from physical tlemagetandaUV 119AI 1'0,j19:Solar va er-.sating sy,temm and/or collector....c.tified by the 1141b)3: POOlatahall have directional inlets that adequately t ez the pool deterioration. Solar Rating ad Ittification CorpO[aciOn. a water, and a me switchf-Pa.k that will allow all pumps to be ae i progiawmetl to onlx Residential off-peek electric demand .time. FIREPLACES, DECOMTIVE GAS APPLIANCES AND GAS LOG MEASURES: DUCTS AND FANS MEASURES: 15(1(p): esldenttal pool ayaceme or equipment meat the pump airing, flow tare, ays n p Baled Piping, filters,and valve tequirseenca of 150(p). `Ik 150(e)lA:nasonry or factory-bull[firsplaua have a closable metal or glass 1501m71:All six-disc[ibuti.n Lem duce a tl lemma installed,die a APPROVED ,a MANDATORY MEASURES SUMMARY:RESIDENTIAL MF-SR Page 4 MANDATORY MEASURES SUMMARY:RESIDENTIAL MF-lR Page 5 FOR PERMIT ISSUANCE ,4. Proien n I SCOTT FAZEKAS&ASSOCIATES INC. � u ^itic..........We a e Dat e..10/11/30 09:14:03 Project Title..........West Residence O.te..10/11/10 09:14:03 DATE_- --' MICNOPASB v8.1 File-NHS Tar Wth-CT230308 P[.g[am-FOAM MF-IR I MICROPASB vB.l File-WEST Xth-CT21U308 grogram-FOAM Mi-lH - QY U se[Y-MP1680 UD¢f-Cal-Kool A/C 4 Heating n-West Reaitlence I UaatY-NP1680 Uae[-Cal-Kool A/C 4 Hearing Run-Nee[Heaiaen<. These plans have been reviewed ter adherenceio e RESIDENTIAL LIGHTING MEASURES: natvo t Ipplicable codes and ordinance. permitZpending A .ally recognized[eating/rating lab.Yatery;.aa havl d label that ranted to issue a building P cats Nie.the Iusian.ita is airtight with air leakage Lear then 2.0 ClE a 75 areby g livable City agencies. 1 SO(k)1:High efficacy luminaires or LED Light Engine With Integral Most Sink Paa Cale when tested in acrordane with ASTM E203;and be..ales will a 9aakeY approval by all applicable be,an ,fit racy that to no lower than the efficacies contained in Table 150-C ox caulk be lween the luminaire noosing and ceiling. v` and is nor a low efficacy luminaite a specified by 150(k)2. 15a Ik)lJ:Luminattea Providing outdo..It bring, including lighting ear of a permit based on 150(k13:To wet ge of pe[manancly in:Celled luminaires 11,11 De determined private patiosein low-ciao residential builainga with four or m.c tlwsllingd The HIS or granting apeclftsa watts of > unite,ants nc a Dalconiea,and p.xhes,whl a eaptzmanently m anted t - tans shall not be construed to 1as 4: f lla,ca f0[fluorescent lamp,rated 13 Wett,.t greater.hall be -xiaentialabuilding 1[to'the r but Idtnge can tbera me I.t ah.11 be nigh v 1pproval of these P violation of the applicable elect oil and sha31 have an output fraquencn no lase than 20 kH=. .tt icacy. I. 'n ermlt Or ap Prove any tlU''I 150(k)5: Perm our Snn called night lignta a d night light,integral t a EWCEPTIO.1:P ntlC installed con utdoo[low emenuacY euminae�ea hall cancel presumed to give pecans ncly inatalletl luninaite or exhaust tan shall co only high ali...0 provided that hey s trolled b[e 1 I/oIf SctR, aIrt .odes or ordinance. o P -{ not having a Override o.bypass aWi.h that eia,blea the m.u.rt mess` �.._- nm<a.aat mthorty to violate or cancel the provisions of such W et[icacy lflvpa meeting Na minimum efficacies contaSnedniniTabls 150-C and t end one a£the following controls:a pho[otontr.l not ha ing an - gia11 be valid. shall not c n ea inns-vel`age so War or lions-volcamm lamp holder;OR shall enx.itla oz bypass axlteh Coat dlaaDlea the pnoepeontzol;OR en astronomical .- a�$g nod b 130 tl be rated to c...ume no ea the =ems arc E power tletexmi Y (), time clock nor having Vat ride or bypass switch that disable$the iwm .. CIr and shall not contain a me`1um c -base sockcto cal time clock;OR an e.gy sana9emanC control system(EMC31 not •- 1501k)6:LCg`tinq integral o exhaust Canna, in other than kitchen., laving a o ex.id.or bypass..Iran that allows the Iuminalr.to be alley,on - •••VVV{{{ shall see he applicable requixesanta t 150(k). eatmxa avKr tt \`\) ,\,Q] 1501k17:All awitcning tlavicaa and coni[ols shall meet ins requa.emenYa of EECE FTIONn2:Outdo-lu;inaizeswused= comply with EICIPti011 to 1501k)139ay r.mm;i•A-'s-se's l5D(k)7. be controlled by a temporary override e=itch vhitR Dypas...rne motion led vno ,. 150(k)B:A sininum Of 50 percent of the total raced w,tt,g,of permanently function I...iaed temporary the motion son in aut.matically reactivated within 4� installed lighting to kitchens shall be high of Elcacy. all blaze. YO seesaw 8sl-�T eamm+nl4 EXCEPTION:Up to 50 watts for swelling mile less Cnan o equal to 2,111 fc2 E%CEPS[ON 3:Pe z7manently Ins talletl luminaires in 0[a ountl aWimming pool, 1° Q r 100 watts!or swanning uni s larger Chan 3,500 ft2 may be exempt from one water features,oz other location subject to Arric1er680 of the California 'a.high efflucy raquitamenctxhe,:all 101 afftcacy may in the kitchen Electric Cogs need not be high efficacy luminaires. 5• eFKe AT sst.y]llll a controlled by a dual on occupant sensor,tliromer,energy mam9esenc 150(k)l4: Internally ill wminated address sign$ahali.,O:PIY with Section 148; fI eye_.(EMCS1,or a sulti-scene prograrutlsunirol system;and all OR not contain a acre Lebase socket,antl consume n. a Cnan five wacta o£ i 1 rues wa permanently installed luminarie>in garages,launtlry zooms c10>et.greaear Power as Bete rmirted according to 130(d). r so than 70 Equace f<.t,antl utility rooms are nigh efficacy and controlled by a 150(k115:Lighting fox packing lots and utporta with+total of for 8 0 ual-on o oup..,a vehicle.pax site atoll romply with the applicable requirement$in SactlOna re , 150(k)9: Permanently i called lI htinq that is internal tO cabinet'shall use 130, 132, 134,and 147.lighting tot parking garages for B or more veniclea then 20 watr not Power per linear foot of tllumineted cabinet. shall comply with the applicable tequi romance of Section.130, 131, 131,and no more 150(k)1D:Permanently installed luminait,,to bathrooms, attached and detached 146. I smtvwiw ��HA% 1 aura Xatag.s, laundry rooms, closets and utility rO ms shell be high elficacy. 150(k)16: Permanently installed Lighting in the...lo.ed,n n-dwelling spaces e CEPS ION 5: Permanently install low efficacy luminaires shall be allowed of low-rise iesitlenilal bulltlinge With four or a dwelling units shall be ptovidetl Soar rney are cant-lled by a nual-.n a c.pant San.. rani tied to high efficacy luninaire.. �AGci+s.FeMws omply it to the appllcarequi.ssenta o£119. c EXCEPTION:Permanently installed low efficacy luslnatre,'na11 ba allowed EXCEPTION 2: Permanently installed lw efficacy lumen+ir,s i closets less provided that they a concrolletl by an cupant aen'or(a)ce ofietl to comply Chan 70 aqua..fees ace not require to Ds controlled by a nanuel-On occupant with the applicable[equirementa of 119,0E Data PGr t0 I SO(k)11: Permanently inatalletl luminaires located in.00ma o[ " *that then in kitchens,bathrooms,ga[agx laundry loons, clan eta,aneaart it, to shall be high efficacy luimnatxea. qt ne _ EXCEPTION 1:Pereanently installed low efficacy luminaires shall be allowed $Gals uQ p[avil they axe controlled by either a dimmer switch that complies with the applicable requitement.of 119,or by a es ual-onwoccupan[sensor coat - Drawn IW 2w4 ...plies with the applicable requiremenca of 119. EXCEPTION 2:Lighting in detached: rage Dutlding 1...than 1000 square feet located on a :.I still site is n required to comply with 1501 k)11. 1501 k112:Lw.inait,,. .setl into=oulatatl ceilings,hall be listed E...... - FAU N ATT G DETAIL '°b M�t cl...ance in.ulec ion contact (IC)by Uncle I.ltexa Labo.atoxie.or or he[ Iw i Shaw[ Of 5 sh«t.GO a ,.� MXY FR!"faG ONYG I.YWi Caaaaa^mib N el 6• SEE SHEET—FOR STACKED SEE SHEET SWt FOR STACKED MIN. STRONGWALL REQUIREMENTS. STRONGWALLRE SWAB7 pUIREMENTS. q m 2 l8 SWAB7l8 FACE OF STRONG- WALL 31lC w O O O SIMPSON SLAB OR CURB AND x STRONG-WALL SURROUNDING FOUNDATION PRE-INSTALLED PANEL p w n in NOT SHOYM 1 FOR CLARITY HDQB HOEDOWN rn a PRE-INSTALLED NUT AND N x �•�- HD08 HOEDOWN PLATE WASHER PRE-INSTALLED SOS114W a3C T M,s '..� SCREWS z NUT AND 3 I. •1•, PLATE WAS ALL THREAD ROD `r WITNESS HOLES FLOOR JOIST �1 COUPLER NUT c o 0 0 3 COUPLER NUT VISIBLE FOR INSP. (DESIGN BY OTHERS) f+t \. \ \ \ ALL THREAD ROD FLOOR SHEATHING 1 114'-1 12'RIM JOIST pp \ \ r - WITNESS HOLES o 0 0 0 VISIBLE FOR INSP. RIM JOIST _ - 8 SLOCKING SIMPSON LTP4 31/x.TYP. BEARING PLATE WI PER DETAIL 5 Li ¢ - CUTOUT SUBFLOOR SW7 FRAMING ANCHOR Z ? )5w S YiW 8DSII4x21/Y TO ACCEPT (DESIGN BY OTHERS) 3 SCREWS (2)3.5x6.5. 3PT 4 Y+W W Yi W 14 W BEARING PLATES MI ALL THREAD ROD S=WALL LENGTH MINUS I E - .•: BLOCKING,SAME SIZE 8 MATERIAL SEE TABLE BELOW FOR DIMENSIONS •}t U�---�-v- -5/8'DIAMETER COUPLER NUT AS RIM JOIST,STITCH NAILED TO W W STRONG-WALL POST �� ANCHOR BOLT (3)2x/SQUASH } _ 1 SILL PLATE AND ANCHORAGE RIM JOIST W/3 ROWS OF BLOCKS(MIN)OR (t1. (STUD SHOE NOT SHOWN L SOLID BLOCKING 1( u!: WITNESS HOLES (DESIGN BY OTHERS) �+• 4. 10U x 212 LONG AT 3'O.C. M=13 Y+'MAXIMUM WITH SWA87/Ba30 ANCHOR BOLT WHEN Ge=10' FOUNDATION PLAN VIEW FOR CLARITY) 4 12'LENGTH MIN. Fy VISIBLE FOR INSP. HORIZONTAL H=191Y MAXIMUM WITH$WA87/8a36 ANCHOR BOLT WHEN de=10' BLOCK STOPS HERE CONCRETE STEM WALL SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION FOUNDATION DIMENSIONS FOR STRONG-WALL ANCHORAGE (DESIGN BY OTHERS) AM UPLIFT(Wc) (in) CONDITION ALLOWABLE w de STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 (n) L CRACKED 13,000 29 10 715,DIAMETER SEISMIC Z ANCHOR ROD UNCRACKED 13,000 21 7 ROOF FRAMING Z N 8,500 18 6 (8V OTHERS CRIPPLE SHEAR WALL, C SWAB7/8x18 MODEL. L(in) La(m) ) 4x SHIM BLOCK BLOCKING AND STRAP d obi CRACKED 9.700 21 7 A35 FRAMING ANCHOR. BY OTHERSTOP OF g CONCRETE SWAB74k18 18 11 r 12600 25 9 (DESIGN BY OTHERS) LTP4 SPACING O m WIND DBL.TOP PLATES BY OTHERS 6WAB7Bx24 u 17 Yi 6,600 14 8 �- ATTACH m� SWAB7AbI30 30 23 Y1 UNCRACKED 9,fi00 18 a 7I8'SHIM e TO SHIM BLOCK TO ATTACH BLOCKD GSCREWS �x SEE DE-T. FOR Z SWAB718x36 36 29 I 13,000 22 8 SW7 to n u n I u OTHER SHIM CONDITIONS ADJACENT ¢ - NUT y _ FRAMING ADJACENT FRAMING Z ]m BY OTHERS BY OTHERS 0 O� NOTES: STRONGWALL TOP PLATES d W;� O 1. ANCHORAGE DESIGNS CONFORM TO ACI 318 APPENDIX D AND ASSUME MINIMUM RpI(E'WALL 4x SHIM BLOCK •' 7)4 W Yx W PLATE WASHER fF2 5W PSI CONCRETE,ASTM A307 OR ASTM F1554,GRADE 38 ANCHOR RODS p T CRIPPLE WALL AND NO SUPPLEMENTARY REINFORCEMENT.HIGH STRENGTH ANCHORAGE SDS1N'xe'SCREWS W DESIGN BY OTHERS WHEN REQUIRED. NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F.DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS- SEISMIC OF RECORD SHALL DESIGN FOR:SEISMIC ANCHORAGE DESIGNS CONFORM 70 AC13184>5 SECTION D.3.3.4. ETRANSFER �2.OUT NEER OF RECORD SHALL DESIGN FOR:INTERIOR FOUNDATION SWAB7l8 ANCHOR BOLT 3. WAND INCLUDES SEISMIC DESIGN CATEGOfiV AAND B. OF PLANE LOADING EFFECT EAR TRANSFERAN 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE GISTSNLY.FOUNDATION DESIGN REASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. REASED OVERTURNING AND DRIFT DUE 70 ADDITIONAL HEIGHT.NOTES: DING EFFECT (SIZE AND REINFORCEMENT)BY OTHERS.THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT,FOOTING S12E OR ANCHOR BOLT. 7 1.SEE 2SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHORAGE-TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 SEE SHEET SW2 FOR STACKED SSTB ANCHOR BOLTS ARE NOT CURRENTLY CODE SEE SHEET SW2 FOR STACI(ED SSTB ANCHOR BOLTS ARE NOT CURRENTLY CODE 518"DIA SSTB18 OR MUDSILL A.B. NOTE: STRONGWALL REQUIREMENTS. LISTED.SEE DETAILS 1SW1 AND 2SW1 FOR SWAB7l8 STRON'WALL REQUIREME . LISTED.SEE DETAILS 1SWI AND 2SW1 FOR SWAB7l8 SWA6718 ALL NECESSARY HARDWARE, O� CODE LISTED ANCHORAGE SOLUTIONS.REFER TO THE CODE LISTED ANCHORAGE SOLUTIONS.REFER TO THE SSTB28 OR SSTB ANCHOR BOLTS ARE NOT FOR PANEL INSTALLATION,IS 1. S7RONGWALL�SHEARWALL IS MANUFACTURED AND TRADEMARKED BY CURRENT SIMPSON CONNECTOR CATALOG FOR SSTB CURRENT INSTALLATION IONANSIMPSON CONNECTOR CATALOG FOR SSTB SWAB7/8 CURRENTLY CODE LISTED.SEE PRE-ATTACHED OR PROVIDED. 'SIMPSON STRON—IE COMPANY INC', J INSTALLATION AND REBAR LENGTH REQUIREMENTS. INSTALLATION AND REBAR LENGTH REQUIREMENTS. ® EXCEPT FOR TEMPLATE AND HOME OFFICE:5956 W.LAS POSITAS BOULEVARD,PLEASANTON.CA 94508 DETAILS C ODE AND D AN FOR ANCHOR BOLTS. TEL:(800)999-5 8,FAX:(925)875,W28 EMBED LINE EMBED LINE .4 REBAR AS TOP OF SWAB7l8 CODE LISTED ANCHORAGE 'SIMPSON STRONG-TIE COMPANY INC.'IS AN ISO 8001 REGISTERED J SOLUTIONS.REFER C-THE COMPANY. ONE 14 RE BAR REQUIRED FOR SST825 CONCRETE CURRENTS.REFERPSON COW CATALOG AS REQUIRED FOR SSTB =— FOR TEMPLATE SELECTION CHART. 2. INSTALLATION OF PRODUCT SHALL 8E DONE IN STRICT CONFORMANCE • III a 4 TO THESE DRAWINGS AND THE STRONG-WALLL INSTALLATION GUIDE. 4 x SEE SHEET SEE SHEET MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED NOTE: w_ SWO FOR SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON SWO FOR USE SSTR34 AB.IF 1 11 .--' SSTB28 •.x It: ALLOWABLE ALLOWABLE THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE COLD JOINT EXISTS NOTE: .1 ' ,y Ip OPENINGS OPENINGS MADE BY AQUALIFIED ARCHITECT,CIVIL,OR STRUCTURAL ENGINEER. T 'yV THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED ,AT SLAB ANDTi=l Z EMBEDMENT INTO x INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE . °.II:' SWT EXTERIOR TEMPLATE FOOTING INTERFACE3 FOOTING REQUIRED WHERE DESIGNER.REFER TO ACC-ES ESR-1287 FOR FURTHER INFORMATION. STEMWALLTHAN 24718HEIGHTINC • 'I`� (FOR Tx FORM BOARDS) LESS THAN 24-7/8 INCHES. ''` O { BBT828 �, 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS,ELEVATIONS,ETC.PRIOR TO INSTALLATIONOFANVCOMPONENTS FOR THE STRONGWALLOSYSTEM.IF ANY DISCREPANCIESARE FOUND,THEY - SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT,PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR( Sal E STEM WALL 'DIA. TO CONSTRUCTION.9: 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL s i (DESIGN BY OTHERS) _ MUDSILLA.B. SST928OR STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL (DESIGN By OTHERS) 1j- S6TB2B OR SWAB7l8 STANDARD STRONG-WALL MODELS IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE UA SWAB7l8 PROJECT DRAWINGS. ASSEMBLED I_ MODEL W NUMBER OF HOEDOWN (vr) SSTB ANCHORAGE (SLAB ON GRADE) 9 SSTB ANCHORAGE (GONG.STEM WALL) 10 SETUP (IN) M(IN) T(IN) MUDSILL ANCHOR W�GMT S. BUSEOF UILDINGOFFICIALUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL ANCHORS BOLTS �) SW18x8 18 931N 312 2518'0 2-718'0 85 S. THE BUILDING STRUCTURE SMALL BE DESIGNED IN ACCORDANCE WITH THE SW24x8 24 931/4 312 2-51WO 2-7/8.0 91 LATEST ADOPTED VERSION OF THE BUILDING CO DE AND ANY OTHER LOCAL,STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY.VERIFY DESIGN C TOP OF SWJ2ze 32 13114 312 2-SWO 2-7/8'O 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. CONCRETE SW/Bxe IB B31/4 312 3518.0 2-7/8'0 149 SWI8x9 18 105114 3 12 2-WWO 2-718.0 94 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM SWTI INTERIOR TEMPLATE SW24x9 24 105114 3 W 2-&8.0 2-7/8.0 101 OF THE STRUCTURE.DESIGN THE BUILDING'S LATERAL FORCE RESISTING 2ND FLOOR RF SYSTEM,INCLUDING A COMPLETE E LOAD PATH NECESSARY TO TRANSFER LATERAL STRONG-WALL (FOR 19[4 ABOVE CONCRETE) SW32x9 32 1051H 312 2S/8.0 2-718.0 128 FORCES FROM THE STRUCTURE TO THE GROUND,IS THE RESPONSIBILITY OF THE _ 6 SYAW 48 1051H 312 35I8'0 2.7/8'0 165 DESIGNER. • 8 _ S SW24x10 24 1171N 312 2.S a-o 0 2 7/8 0 111 8' SIMPSON STRONG-TIE COMPANY INC.RESERVES THE RIGHT TO CHANGE N SIB'SIL SW32z10 32 117 1H 3 12 2SI8'0 2-7/8'0 131 SPECIFICATIONS,DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR MUD8ILL A.B. SSTB280R SW48z10 48 117114 312 351WO 2-7/8'0 171 SUCH CHANGES. 8STB280R SWAB7l8 SW21x12x8 24 1411N 512 2518'0 2-718'0 187 l( SWAB718 SW32z12x8 32 1411N 512 2-5/8-0 2-7/8'0 201 9. ALL HARDWARE CALLED OUT IS SIMPSON ST.$ONGTIE� 1 sw48x12x8 48 u1 1N s 1rz 3518.0 2-7/e'0 256 r RAISED FLOOR STANDARD RAISED FLOOR STRONGWALL MODELS + , REFERENCE ONLY N""E STRONG-WALL _ NUMBER OF NUMBER OF HOEDOWN MA%.WALL y' r )• STRONGWALL 1ST FLOOR RF _ MODEL W) H(IN) T(IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT y DATE 3 STRONG-WALL _ SETUP (IN BO�DM OF TOP OF WALL BOLTS (IOU) }� 8-29-2008 SW1 6W1Bx8RF 18 93114 312 13SDS 11416 9-SOS 1Hx8 2-71WO 85 4 ( SWTPF TEMPLATE $W24x8-RF 21 931N 312 18SDS 1Hx6 12SDS 1Hx6 2-7/8'0 91 N.T.S. 6W1 STRONGAWLLLL• (FOR PLYWOOD PANEL FORMS) _ / I TOP OF SW32xBRF 32 931N 312 20SOS 1Mx6 1BSDS 1/4x8 2-7/8'0 116 C HExKED 2 149 CONCRETE SWI8x9-RF 8 051/4 312 13SDS III 9SDS 1Nx6 2-718*0 04 -- - - SW24x E 24 105114 312 18SDS 1Hx8 12SOS laxe 2-71810 101 SHEET ;.' •' SW32x&RF 32 1051N 312 20SOS CHzB 1a-SDS 1MxB 2-7/e'0 128 S�� J... v\ - SLAB ON GRADE $LAB ON GRADE SW48z9RF 48 1051H 312 2BSD51NzB 24SDS 1Hx6 2-7/810 185 SEE SHEET SW2 FOR STACKED SN21z104TF 2{ 117 EH 3 12 16SDS 1Hz6 12SDS 1Hx8 2-7/8'0 "I WOOD FLOOR SEE SHEET SW2 FOR STACKED WOOD FLOOR STRONG-WALL ANCHOR BOLT SWJ2x10iLF 32 117114 312 20SD5 iNxB 18SDS 1Hx8 2-718'0 134 STRONG-WALL REQUIREMENTS. REQUIREMENTS. SWaBx1042F aB 1171N 312 28SD51/4xe 24-SOS 1Nx8 2-7/8.0 171 OF SHEETS SINGLE STORY STRONG-WALL® 11 STACKED STRONG-WALL® 12 STRONG-WALL®TEMPLATES 13 WALL SPECIFICATIONS 14 NOTES 15 ,O NNo. MAXWELL ENGINEERING Job H 021410 31600 RAILROAD CANYON ROAD, Suite F CANYON LAKE, CA. 92587 (951) 244-2315, (951) 244-0406 fax WEST ROOM ADDITION 32086 POPPY WAY APPROVED LAKE ELSINORE, CA FOR PE:RN,11 F iSSUANCE BY SCOTT� EKAS &ASSOCIATES INC.DATE CLIENT: Billy L. Maxwell Design 31600 Railroad Canyon Road, SuTi a plans have been reviewed for adherence to the . Canyon Lake, Ca. 92587 - applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending BUILDING CODE: 2007 C.B.C. approval by all applicable City agencies. The issuance or granting of a permit based on MATERIALS, Except as otherwise specified h��bvai of these plans shall not be construed to :mrrnit or approve any violation of the applicable Concrete 2,500 PSI at 28 Das or ordinance. No permit presumed to give Concrete Block Grade N. +. Unit,' . sty to violate or cancel the provisions of such shall h . alid. Brick Masonry Grade MW, 2,500 PSI Units, e;2 Reinf. Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A-36) Structural Pipe 22,000 PSI (ASTM A-53, Grd. "B") i Plywood Sheathing D.F.P.A., Structural Il, INTR. P.S. 1-95 Glue Lam Beams 2,400 PSI (D.F. - Larch, Comb. "A" or Comb. 24F Lumber Grade Marked D.F. -- Larch, W.C.L.B. Grdg. Rule 16 Soil Pressure 1000 PSF min. unless specified in soils report/letter DESIGN REFERENCES, including charts and Tables from: Lumber & Timber Wood Structural Design Data (Volume 1) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACL Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Industry Brick Masonry Adverting Committee •�`,:�CJvIr C 055865 1 4:- .1 EXP.12-31- CIVIL. ,^ / y I U(c) r l� BY: C 55865 Registration No. Date WAy 12 ti t'�t7g(2 BeamChek v2006 licensed to: Ward Maxwell Reg#2001-2406 WEST ADDITION,JOB#021410 LAKE ELSINORE, CA HDR-1 Date: 2/15/10 Selection 4x 6 DF-L#1 Lu=0.0 Ft Conditions NDS 2001 Min Bearing Area R1=2.5 in' R2=2.5 in2 Data Beam Span 3.0 ft Beam Wt per ft 4.68# Reaction 1 TL 1537# Reaction 2 TL 1537# Bm Wt Included 14# Maximum V 1537# Max Moment 1153'# Max V(Reduced) 1067# TL Max Defl L/240 TL Actual Defl L/>1000 Attributes Section in' Shear in TL Defl in Actual 17.65 19.2-5 0.02 Critical 10.64 8.89 0.15 Status OK OK OK Ratio 60% 46% 15% Fb(psi) Fv(psi) E.(psi x mil) Fc L (psi) Values Base Values 1000 180 1.7 625 Base Ad'usted 1300 180 1.7 625 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 1020 =A Uniform Load A 0 0 R1 = 1537 R2= 1537 SPAN=3 FT Uniform and partial uniform loads are lbs per lineal ft, 4/ BeamChek v2006licensed to: Waal Maxwell Reg#2001-2406 WEST ADDITION,JOB#021410 LAKE ELSINORE, CA H DR-2 Date: 2/15/10 Selection 4x 8 DF-L#1 Lu=0.0 Ft Conditions NDS 2001 Min Bearing Area R1=0.8 in' R2=0.8 in' Data Beam Span 6.0 ft Beam Wt per ft 6.17# Reaction 1 TL 513# Reaction 2 TL 513# Bm Wt Included 37# Maximum V 513# Max Moment 770'# Max V(Reduced) 410# TL Max Defl L/240 TL Actual Defl L 1>1000 Attributes Section in' Shear in TL Defl in Actual 30.66 25.38 0.03 Critical 7.11 3.42 0.30 Status OK OK OK Ratio 23% 13% 9% Fb si Fv si) E (psi x mil) Fc L (psi) Values Base Values 1000 180 1.7 625 Base Ad'usted 1300 180 1.7 625 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 165 =A Uniform Load A R1 =513 R2= 513 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. MAXWELL ENGINEERING CANYON LAKE,CA BeamChek v2010 licensed to:MAXWELL ENGINEERING Reg#2001-2406 WEST REMODEL, JOB#021410 LAKE ELSINORE, CA HDR-3 Prepared by:WBM Date: 10/10/10 Selection 4x 8 DF-L#1 Lu =0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 3.7 in2 R2= 3.7 in (1.5) DL Defl= 0.09 in Data Beam Span 6.0 ft Reaction 1 LL 1140# Reaction 2 LL 1140# Beam Wt per ft 6.17# Reaction 1 TL 2298# Reaction 2 TL 2298# Bm Wt Included 37# Maximum V 2298# Max Moment 3448'# Max V(Reduced) 1836# TL Max Defl L/240 TL Actual Defl L/487 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2) TL Defl in LL Defl Actual 30.66 25.38 0.15 0.06 Critical 25.46 12.24 0.30 0.20 Status OK OK OK OK Ratio 83% 48% 49% 29% Fb (psi) Fv(psi) E (psi x mil Fc 1 si Values Reference Values 1000 180 1.7 625 Adjusted Values 1625 225 1.7 625 Adjust CF Size Factor 1.300 Cd Duration 1.25 1.25 Cr Repetitive 1,00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 380 Uniform TL: 760 =A Uniform Load A R1 =2298 R2 =2298 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. MECAWind Version 2 . 0 . 2 . 8 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date 2/6/2010 Project No. Company Name Designed By Address Description City Customer Name State Proj Location : File Location: C:\Program Files\MECAWind\Default.wnd Detailed Wind Load Design(Method 2) per ASCE 7-05 Basic Wind Speed(V) - 85.00 mph Structure Type = Building Structural Category - II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1 .00 Kd Directional Factor = 0. 85 Alpha = 9.50 Zg - 900.00 ft At = 0. 11 Bt v 1.00 Am = 0. 15 Bm - 0. 65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14 . 00 Deg Ht: Mean Roof Ht - 13.00 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area 969.00 ft^ 2 Bldg Length Along Ridge - 17.25 ft Bldg Width Across Ridge= 47.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0. 85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0. 167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427 .06 ft Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0. 92 Gust2: 0.925* ( (1+1 .7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or. Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems (Method 2) �i heta h L z Ld B 0.1 Kh: 2. 01* (Ht/Zg) ^ (2/Alpha) - 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 13.35 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 969.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures Perpendicular to Ridge Wall Cp +Gcpi(psf) -GCpi(psf) - --------------- ------ ---------- ---------- Leeward Walls -0.26 -5.39 -0.59 Side Walls -0.70 -10.34 -5.54 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +Gcpi -Gcpi +/-Gcpi Kip K-ft ---------------------------------------------------------------------------- 15.00 10.00 0.85 1.00 13.35 6.67 11.48 12.07 .0 .0 15.00 10.00 0.85 1.00 13.35 6.67 11.48 12.07 1.0 2.6 10.00 5.00 0.85 1.00 13.35 6.67 11.48 12.07 2.1 10.4 5.00 .00 0.85 1.00 13.35 6.67 11.48 12.07 3.1 23.4 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof Location Cp +GCpi(psf) -Gcpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.56 -8.75 -3.95 Windward - Max Cp -0.05 -2.97 1.84 Leeward Perp to Ridge -0.46 -7.62 -2.82 Overhang Top (Windward) -0.56 -6.35 -6.35 Overhang Top (Leeward) -0.46 -5.22 -5.22 Overhang (Windward only) 0.8c 9.08 9.08 MWFRS-Wall Pressures Parallel to Ridge Wall Cp +GCpi(psf) -GCpi(psf) Leeward Walls - -0.50 -8.07 -3.27 Side Walls -0.70 -10.34 -5.54 Top Elev Bot Elev Kz Kzt qz -Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 15.00 10.00 0.85 1.00 13.35 6.67 11.48 14.75 .0 .0 15.00 10.00 0.85 1.00 13.35 6.67 11.48 14.75 3.5 8.7 10.00 5.00 0.85 1.00 13.35 6.67 11.48 14.75 6.9 34.7 5.00 .00 0.85 1.00 13.35 6.67 11.48 14.75 10.4 78.0 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) -GCpi(psf) 0.0 ft to-6 5'ft -0.97 -13.45 -8.64 6.5 ft to 13.0 ft -0.80 -11.46 -6.66 13.0 ft to 17.3 ft -0.60 -9.23 -4.42 Conterminous 48 States 2005 ASCE 7 Standard Zip Code = 92532 Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SDI = 2/3xSM1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.000 (SDs) 1.0 0.600 (01) Period Maximum Sa (sec) (g) 0.2 1.039 (SDs) 1.0 0.600 (SD1) Period Minimum Sa (sec) (g) 0.2 1.000 (SDs) -1.0 0.600 (SDI) 1 e�o rl0 ors M r �--o,9� S l T� �iL�rsS b - 5 pf o � coo _ : o V � l ' 0 :3 �l 651'C711, o Gonl� z vk-T-1 v d� S�GSMrG Cr�av�-/z^r 5 lol I y 4P v Q- Ol 5 t s f A% ST/�—oAJ y✓A�c. C S� 15 Q \JAL4, v 13/ CONCRETE GRADE BEAM DESIGN FOR SIMPSON STRONG WALL Shear Wall Length = L Uplift = P Hold-down Reaction Max Moment, M = PL/2 M = As'Fy'(d-a/2) = As"Fy'(0.75d) As = M/4d Where M—k-ft, d— inches P Load Factor = 1.4 M As =1.4 M/4d USE d= 15 I DoM SHEAR WALL LENGTF2. UPLIFT MOMEN GRADE BEAM REBAR REQ'D REBAR TO NO in k-ft SIZE As & BOTTOM SW18X8 18 1.67 15"X18" 0.039 2- #4 SW24X8 24 . 3.07 15"X18" 0.072 2- #4 SW32X8 32 7.1 9.47 15"X18" 0,221 2- #4 SW48XB 48 5.9 11.8 15"X18" 0.275 2- #4 SW18X9 18 2.97 2.22 15"X18" 0.052 2- #4 SW24X9. 24 3.56 1 3.56 15"X18" 0.083 2- #4 SW32X9 32 4.96 . 6.61 1511X18" 0.154 2- #4 SW48X9 48 6.19 12.38 15"X18" 0.289 2- #4 SW24X10 24 3.73 3.73 15"X18" 0.087 2- #4 SW32X10 32 4.67 6.23 15"X18" 0.145 2- #4 SW46X10 48 6.68 13,36 15"X18" 0.312 2- #4 SW16X7 16 3.9 2.6 15"X18" 0.061 2- #4 SW16X8 16 1.78 1.19 15"X18" 0.028 2- #4 SW22X7 22 3.2 2.93 15"X18" 0.068 2- #4 SW22X8 j 22 3.26 3 15"X18" 2- 44 4 TABLE OF CONTENTS TOC Project Title . . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 Project Address . . . . . . . . 32086 Poppy Way ******* Lake Elsinore, CA 92532 *v8 . 1 Documentation Author. . . Debbie Miner ******* Building Permit # Cal-Kool A/C & Heating 31600 Railroad Canyon Road Plan Check / Date Canyon Lake, CA 92587 951-244-4412 Field Check/ Date , Climate Zone . . . . . . . . . . . 10 Compliance Method. . . . . . MICROPAS8 v8 . 1 for 2008 CEC Standards (r02) MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-TOC User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence TABLE OF CONTENTS Report Page FORM CF--1R. . . . . . . . . . . . . . . . 1 FORM MF-1R. . . . . . . . . . . . . . . . 8 HVAC SIZING. . . . . . . . . . . . . . . 13 APPROVED FOR PERMIT ISSUANCE SCOTT F KAS &ASSOCIATES INC. BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending approval by all applicable City agencies. 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 applicable codes or ordinance. No permit presumed to give authority to violate or cancel the provisions of such codes shall be valid. CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 1 Project Title. . . . . . . . . . West Residence Date . . 10/11/10 09: 14 : 03 Project Address. . . . . . . . 32086 Poppy Way ******* Lake Elsinore, CA 92532 *v8. 1 Documentation Author. . . Debbie Miner ******* Building Permit # Cal-Kool A/C & Heating 31600 Railroad Canyon Road Plan Check / Date Canyon Lake, CA 92587 951-244-4412 Field Check/ Date Climate Zone. . . . . . . . . . . 10 Compliance Method. . . . . . MICROPAS8 v8 . 1 for 2008 CEC Standards (r02) I MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-lR I User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence II MICROPAS8 ENERGY USE SUMMARY fl II IIII Energy Use Standard Proposed Compliance Percent II (kTDV/sf-yr) Design Design Margin Improvement II =I Space Heating i�p g. . . . . . . . . . 17 .30 16. 99 0.31 1 . 8% !� Space Cooling. . . . . . . . . . 59. 99 56. 02 3. 97 6. 6% Ventilation Fans . . . . . . . 0. 87 0 . 87 0.00 0. 0% �I II II Total 78 . 16 73.88 4 . 28 5. 5% �I II *** Building complies with Computer Performance II *** Water Heating not calculated GENERAL INFORMATION HERS Verification. . . . . . . . . . Not Required Conditioned Floor Area. . . . . 2832 sf Building Type. . . . . . . . . . . . . . Single Family Detached Construction Type . . . . . . . . . Existing+Addition+Alteration Vintage Assumptions . . . . . . . 2001-2003 Natural Gas at Site . . . . . . . Yes Building Front Orientation. Front Facing 220 deg (SW) Number of Dwelling Units. . . 1 Number of Building Stories . 2 Weather Data Type . . . . . . . . . . FullYear Floor Construction Type. . . . Slab On Grade Number of Building Zones . . . 2 Conditioned Volume. . . . . . . . . 25488 cf Slab-On-Grade Area. . . . . . . . . 1640 sf Glazing Percentage. . . . . . . . . 18.3 % of floor area Average Glazing U-factor. . . 0. 54 Btu/hr-sf-F Average Glazing SHGC. . . . . . . 0. 6 Average Ceiling Height. . . . . 9 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 2 Project Title. . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-lR User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence I I BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or .Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap EXISTING - Existing Residence 2117 19053 0 .75 5 .2 Yes Setback 8 . 0 Standard No . ADD - New (Added) Residence 715 6435 0 .25 1 . 8 Yes Setback 8 . 0 Standard No ATTIC AND ROOF DETAILS Frame R- R- Roof Roof Re- Emiss- Frame Spac- Value Value Vent Mass Rise flect- ivity Depth ing Above Below Area Vent Roof Type (lb/sgft) ance (in. ) (in. ) Deck Deck Ratio High EXISTING - Existing Tile Heavy 5: 12 0 . 15 0. 85 3 . 5 24 cc 0 . 00 0 . 00 1/300 0. 00 ADD - New (Added) Tile Heavy 5: 12 0 . 15 0 . 85 3. 5 24 cc 0 . 00 0 . 00 1/150 0 . 30 OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains JA4 Location/ Sur`ace Type (sf) or R-val R-val Azm Tilt Reference Comments EXISTING - Existing 1 Wall Wood 459 O . 1C2 13 0 220 90 Yes 4 . 3 . 1 A3 ExtWall 3 Wall Wood 365 0 . 102 13 0 310 90 Yes 4 . 3 . 1 A3 ExtWall 5 Wall Wood 600 0 . 102 13 0 40 90 Yes 4 . 3 . 1 A3 ExtWall 7 wall Wood 175 0 . 102 13 0 130 90 Yes 4 . 3. 1 A3 ExtWall 10 Wall Wood 288 0 . 102 13 0 220 90 No 4 . 3. 1 A3 ShdWall 11 Attic Wood 1192 0 . 032 30 0 n/a 0 Yes 4 .2 . 1 A8 Attic 13 FloorExt Wood 272 0 . 046 19 0 n/a 0 No 4 . 4 . 2 A4 ExpFloor 14 Door Wood 20 0 . 500 0 0 220 90 Yes 4 . 5 . 1 A4 Solid Wood 15 Door Wood 18 0. 500 0 0 220 90 No 4 . 5 . 1 A4 Solid Wood EXISTING - Deleted 8 Wall Wood 315 0. 102 13 0 130 90 Yes 4 . 3. 1 A3 ExtWall ADD - New (Added) 2 Wall Wood 75 0 . 102 13 0 220 90 Yes 4 . 3. 1 A3 ExtWall 4 Wall Wood Ill 0 . 102 13 0 310 90 Yes 4 . 3. 1 A3 ExtWall .6 Wal-1 Wood 144 0 . 102 13 0 40 90 Yes 4 . 3 . 1 A3 ExtWall 9 Wall Wood 401 0 . 102 13 0 130 90 Yes 4 . 3 . 1 A3 ExtWall 12 AtticRad Wood 715 0 . 032 30 0 n/a 0 Yes 4 . 2 . 1 A8 Attic CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 3 Project Title. . . . . . . . . . West Residence Date . . 10/11/10 09 : 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-IR [ User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence PERIMETER LOSSES Appendix Length F2 Insul Solar JA4 Location/ Surface (ft) Factor R-val Gains Reference Comments EXISTING - Existing .16 S1abEdge 118 0 . 730 R-0/Oin No Non-Std Standard Slab Edge _ ADD - New (Added) 17 SlabEdge 94 0 . 730 R-0/Oin No Non-Std Standard Slab Edge FENESTRATION SURFACES Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments EXISTING - Existing 4 Wind Front (SW) 15. 0 0. 580 0. 650 220 90 Standard F4/Vinyl Operable 5 Wind Front (SW) 15. 0 0. 580 0 . 650 220 90 Standard FS/Vinyl Operable 6 Wind Front (SW) 6. 3 0. 550 0 . 670 220 90 Standard F6/Vinyl Fixed 7 Wind Front (SW) 6. 3 0 . 550 0 . 670 220 90 Standard F7/Vinyl Fixed 8 Wind Front (SW) 6. 3 0 . 550 0 . 670 220 90 Standard F8/Vinyl Fixed 9 Wind Front (SW) 36. 0 0 . 580 0 . 650 220 90 Standard F9/Vinyl Operable 10 Wind Front (SW) 12. 0 0. 580 0. 650 220 90 Standard F10/Vinyl Operable 11 Wind Left (NW) 16. 0 0. 580 0 . 650 310 90 Standard L1/Vinyl Operable 12 Wind Left (NW) 6. 0 0. 580 0 . 650 310 90 Standard L2/Vinyl Operable 13 Wind Left (NW) 9. 0 0. 580 0 . 650 310 90 Standard L3/Vinyl Operable 14 Wind Left (NW) 9. 0 0 . 580 0 . 650 310 90 Standard L4/Vinyl Operable 16 Wind Back (NE) 30 . 0 0 . 580 0 . 650 40 90 Standard Bl/Vinyl Operable 17 Wind Back (NE) 30 . 0 0 . 580 0 . 650 40 90 Standard B2/Vinyl Operable 18 Wind Back (NE) 30 . 0 0 . 580 0 . 650 40 90 Standard B3/Vinyl Operable 19 Door Back (NE) 64 . 0 0 . 530 0 . 650 40 90 Standard B4/Vinyl Patio Door 20 Wind Back (NE) 12 . 0 0. 580 0. 650 40 90 Standard B5/Vinyl Operable 21 Wind Back (NE) 24 . 0 0. 580 0 . 650 40 90 Standard B6/Vinyl Operable 22 Wind Back (NE) 24 . 0 0 . 580 0 . 650 40 90 Standard B7/Vinyl Operable 23 Wind Back (NE) 20. 0 0 . 580 0 . 650 40 90 Standard B8/Vinyl Operable 24 Wind Back (NE) 12 . 0 0 . 580 0 . 650 40 90 Standard B9/Vinyl Operable 26 Wind Right (SE) 7 . 5 0 . 580 0 . 6SO 130 90 Standard R1/Vinyl Operable EXISTING - New (Added) 29 Wind Right (SE) 6. 3 0 . 350 0. 300 130 90 Standard R4/Vinyl LoE Fixed 30 Wind Right (SE) 6. 3 0. 350 0 . 300 130 90 Standard R5/Vinyl LoE Fixed EXISTING - Deleted 27 Wind Right (SE) 15. 0 0 . 580 0 . 650 130 90 Standard R2/Vinyl Operable 28 Wind Right (SE) 15 . 0 0 . 580 0 . 650 130 90 Standard R3/Vinyl Operable ADD - New (Added) 1 Door Front (SW) 48 . 0 0. 530 0 . 650 220 90 Standard Fl/Vinyl Patio Door 2 Wind Front (SW) 15. 0 0 . 380 0 . 290 220 90 Standard F2/Vinyl LoE Operable CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF--1R Page 4 Project Title. . . . . . . . . . West Residence Date . . 10/11/10 09: 14 : 03 MICROPAS8 v8 .1 File-WEST Wth-CTZ10S08 Program-FORM CF-1R User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence FENESTRATION SURFACES Exterior Area U- Act Shade _Orientation (sf) factor SHGC Azm Tilt Type Location/Comments 3 Wind Front (SW) 15. 0 0 . 380 0.290 220 90 Standard F3/Vinyl LoE Operable _15 Wind Left (NW) 6.0 0.380 0.290 310 90 Standard L5/Vinyl LoE Operable . 25 Wind Back (NE) 9.0 0.380 0.290 40 90 Standard B10/Vinyl LOE Operable 31 Wind Right (SE) 6.0 0.380 0.290 130 90 Standard R6/Vinyl LoE Operable 32 Wind Right (SE) 3. 0 0.380 0.290 130 90 Standard R7/Vinyl LoE Operable 33 Wind Right (SE) 6.3 0.350 0.300 130 90 Standard R8/Vinyl LoE Fixed 34 Wind Right (SE) 6.3 0. 350 0.300 130 90 Standard R9/Vinyl LoE Fixed SLAB SURFACES Area Slab Type (sf) EXISTING - Existing Standard Slab 925 ADD - New (Added) Standard Slab 715 HVAC SYSTEMS Verified Verified Verified Verified Verified Maximum System Minimum Refrig Charge Adequate Fan Watt Cooling Type Efficiency EER or CID Airflow Draw Capacity EXISTING - Existing Furnace 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 10.00 SEER No No No No No ADD - New (Added) Furnace 0. 800 AFUE n/a n/a n/a n/a n/a ACSplit 13 . 00 SEER No No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) EXISTING - Existing Furnace 50674 n/a n/a n/a ACSplit n/a 41134 49328 n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 5 Project Title. . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 { MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-lR { User#-MP1680 User-Cal-Kool A/C & Heating Run-west Residence HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) ADD - New (Added) Furnace 18873 n/a n/a n/a ACSplit n/a 10795 12945 n/a Total 69547 51929 62273 n/a Sizing Location. . . . . . . . . . . . ELSINORE Winter Outside Design. . . . . . 22 F Winter Inside Design. . . . . . . 70 F Summer Outside Design. . . . . . 100 F Summer Inside Design. . . . . . . 75 F Summer Range. . . . . . . . . . . . . . . 39 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R-value Leakage Area Ducts EXISTING - Existing Furnace Attic R-4 . 2 No No No ACSplit Attic R-4 .2 No No No ADD - New (Added) Furnace Attic R-4 .2 No No No ACSplit Attic R-4 . 2 No No No FAN SYSTEMS Flow Power System Type (cfin) (W/cfm) EXISTING - Existing Standard 60.54 .25 ADD - New (Added) Standard 20.27 .25 CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 6 Project Title . . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-1R User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence i SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and * ** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. . Mechanical Fan System is not required to be installed for additions under 1000 square feet as noted in Exception 5 to Section 152 (b) . REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-lR Page 7 Project Title . . . . . . . . . . West Residence Date. . 7.0/11/10 09: 1.4 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM CF-1R User4-MP1680 User-Cal-Kool A/C & Heating Run-West Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER DOCUMENTATION AUTHOR Name. . . . Billy L. Maxwell Name . . . . Debbie Miner Company. Billy L. Maxwell Design Company. Cal-Kool A/C & Heating Address. 31600 Railroad Canyon Rd. Address . 31600 Railroad Canyon Road Canyon Lake, CA 92587 Canyon Lake, CA 92587 Phone . . . 951-244-2315 Phone. . . 95 -244-4412 License. Signed. . el (date) ENFORCEMENT AGENCY Name. . . . Title . . . Agency. . Phone. . . Signed. . (date) MANDATORY MEASURES SUMMARY: RESIDENTIAL MF-1R Page 8 Project Title . . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 Project Address . . . . . . . . 32086 Poppy Way ******* Lake Elsinore, CA 92532 *v8.1 Documentation Author. . . Debbie Miner ******* Building Permit # Cal-Kool A/C & Heating 31600 Railroad Canyon Road Plan Check / Date Canyon Lake, CA 92587 951-244-4412 I Field Check/ Date Climate Zone. . . . . . . . . . . 10 f Compliance Method. . . . . . MICROPAS8 v8.1 for 2008 CEC Standards (r02) MICROPAS8 v8 . 1 File-WEST Wth-CTZIOS08 Program-FORM MF-IR User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence . NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1R, CF-IR-ADD, or CF-IR-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-lR Form with plans. BUILDING ENVELOPE MEASURES: 116 (a) 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 116 (a) 4 : Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC) , and infiltration that meets the requirements of 10-111 (a) . 117 : Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118 (a) : Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. 118 (i) : The thermal emittance and solar reflectance values of the cool roofing - material meets the requirements of 118 (i) when the installation of a Cool Roof is specified on the CF-1R Form. *150 (a) : Minimum R-19 insulation in wood-frame ceiling or equivalent U-factor. 150 (b) : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *150 (c) : Minimum R-13 insulation in wood-frame wall or equivalent U-factor. *150 (d) : Minimum R-13 insulation in raised wood-frame floor or equivalent U-factor. 150 (f) : Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 (2000) when specified on the CF-lR Form. 150 (g) : Mandatory Vapor barrier installed in Climate Zones 14 or 16. 150 (1) : Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 perm/inch and shall be protected from physical damage and UV light deterioration. FIREPLACES, DECORATIVE GAS APPLIANCES AND GAS LOG MEASURES: 150 (e) 1A: Masonry or factory-built fireplaces have a closable metal or glass MANDATORY MEASURES SUMMARY: RESIDENTIAL MF-1R Page 9 Project Title. . . . . . . . . . West Residence Date . . IO/11/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM MF-1R User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence i door covering the entire opening of the firebox. 150 (e) 1B: Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight-fitting damper and or a combustion-air control device. .150(e) 2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. .•SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES : 110-113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. 113 (c) 5: Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of 113 (c) 5. 115: Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt) , and pool and spa heaters. 150 (h) : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150 (i) : Heating systems are equipped with thermostats that meet the setback requirements of Section 112 (c) . 150 (j) lA: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 150 (j) 1B: Unfired storage tanks, such as storage tanks or backup tanks for solar water-heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation • R-value is indicated on the exterior of the tank. 150 (j) 2: First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. 150 (j) 2: Cooling system piping (suction, chilled water, or brine lines) ,and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 150 (j) 2 : Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150 (j) 3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. 150 (j ) 3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150 (j) 4: Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. DUCTS AND FANS MEASURES: 150 (m) l : All air-distribution system ducts and plenums installed, are sealed MANDATORY MEASURES SUMMARY: RESIDENTIAL ME-1R Page 10 Project Title. . . . . . . . . . West Residence Date. . 10/11/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10308 Program-FORM MF-1R User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence i and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. .150 (m) 1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 150 (m) 2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150 (m) 7: Exhaust fan systems have back draft or automatic dampers. 150 (m) 8 : Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 150 (m) 9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material . 150 (m) 10 : Flexible ducts cannot have porous inner cores . 150 (o) : All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings . Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. POOL AND SPA HEATING SYSTEMS AND EQUIPMENT MEASURES: -114 (a) : Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. 114 (b) l : Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating 114 (b) 2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. 114 (b) 3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 (p) : Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of 150 (p) . MANDATORY MEASURES SUMMARY: RESIDENTIAL MF-1R Page 11 Project Title. . . . . . . . . . West Residence Datc . . 10/11/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM MF-1R ` User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence i RESIDENTIAL LIGHTING MEASURES: 150 (k) 1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire as specified by 150 (k) 2 . .150 (k) 3: The wattage of permanently installed luminaires shall be determined as specified by 130 (d) . 150 (k) 4 : Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. . 150 (k) 5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line-voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by 130 (d) , and shall not contain a medium screw-base socket. 150 (k) 6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of 150 (k) . 150 (k) 7: All switching devices and controls shall meet the requirements of 150 (k) 7. 150 (k) 8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2, 500 ft2 or 100 watts for dwelling units larger than 2, 500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS) , or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. 150 (k) 9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. '150 (k) 10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of 119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupant sensor. 150 (k) ll : Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of 119, or by a manual-on occupant sensor that complies with the applicable requirements of 119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with 150 (k) ll. 150 (k) 12: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other MANDATORY MEASURES SUMMARY: RESIDENTIAL MF-1R Page 12 Pro!ect Title. . . . . . . . . . west. Residence Date. . 10/11/10 09: 14 :03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-FORM MF-lR User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2 .0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. 150 (k) 13: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling . units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. -EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to 150 (k) 13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. 150 (k) 14 : Internally illuminated address signs shall comply with Section 148; OR not contain a screw-base socket, and consume no more than five watts of power as determined according to 130 (d) . 150 (k) 15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. 150 (k) 16: Permanently installed lighting in the enclosed, non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires . EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensor(s) certified to comply with the applicable requirements of 119. HVAC SIZING HVAC Page 13 Project Title. . . . . . . . . . West Residence Date . . 10/11/10 09: 14 :03 Project Address . . . . . . . . 32086 Poppy Way ******* Lake Elsinore, CA 92532 *v8 . 1 Documentation Author. . . Debbie Miner ******* Building Permit # Cal-Kool A/C & Heating 31600 Railroad Canyon Road Plan Check / Date Canyon Lake, CA 92587 951-244-4412 I Field Check/ Date l Climate Zone. . . . . . . . . . . 10 f - Compliance Method. . . . . . MICROPAS8 v8.1 for 2008 CEC Standards (r02) f MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-HVAC SIZING User#-MP1680 User-Cal-Kool A/C & Heating Run-West Residence GENERAL INFORMATION Floor Area. . . . . . . . . . . . . . . . . 2832 sf Volume. . . . . . . . . . . . . . . . . . . . . 25488 cf Front Orientation. . . . . . . . . . Front Facing 220 deg (SW) Sizing Location. . . . . . . . . . . . ELSINORE Latitude. . . . . . . . . . . . . . . . . . . 33.7 degrees Winter Outside Design. . . . . . 22 F Winter Inside Design. . . . . . . 70 F Summer Outside Design. . . . . . 100 F Summer Inside Design. . . . . . . 75 F Summer Range. . . . . . . . . . . . . . . 39 F Interior Shading Used. . . . . . Yes Exterior Shading Used. . . . . . Yes Overhang Shading Used. . . . . . Yes Latent Load Fraction. . . . . . . 0. 19 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar. . . . . . 28979 9897 Glazing Conduction and Solar. . . . . 13317 23794 Infiltration. . . . . . . . . . . . . . . . . . . . . 14798 4896 Internal Gain. . . . . . . . . . . . . . . . . . . . n/a 3210 Ducts. . . . . . . . . . . . . . . . . . . . . . . . . . . . 12453 10131 Sensible Load. . . . . . . . . . . . . . . . . . . . 69547 51929 Latent Load. . . . . . . . . . . . . . . . . . . . . . n/a 10344 Minimum Total Load 69547 62273 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc. , must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. h HVAC SIZING HVAC Page 14 Project Title . . . . . . . . . . West Residence Date . . 10/1.1/10 09: 14 : 03 MICROPAS8 v8 . 1 File-WEST Wth-CTZ10S08 Program-HVAC SIZING User4-MP1680 User-Cal-Kool A/C & Heating Run-West Residence HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE ' EXISTING' Floor Area . . . . . . . . . . . . . . . . . . . . . . . 2117 sf Volume . . . . . . . . . . . . . . . . . . . . . . . . . . . 19053 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar. . . . . . 19639 6852 Glazing Conduction and Solar. . . . . 10900 20046 Infiltration. . . . . . . . . . . . . . . . . . . . . 11062 3660 Internal Gain. . . . . . . . . . . . . . . . . . . . n/a 2408 Ducts. . . . . . . . . . . . . . . . . . . . . . . . . . . . 9074 8169 Sensible Load. . . . . . . . . . . . . . . . . . . . 50674 41134 Latent Load. . . . . . . . . . . . . . . . . . . . . . n/a 8194 Minimum Zone Load 50674 49328 ZONE 'ADD/N' Floor Area. . . . . . . . . . . . . . . . . . . . . . . 715 sf Volume. . . . . . . . . . . . . . . . . . . . . . . . . . . 6435 cf Heating Cooling Description (Btu/hr) (Btu/hr) Opaque Conduction and Solar. . . . . . 9340 3046 Glazing Conduction and Solar. . . . . 2418 3748 Infiltration. . . . . . . . . . . .. . . . . . . . . . 3736 1236 Internal Gain. . . . . . . . . . . . . . . . . . . . n/a 803 Ducts . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3379 1962 Sensible Load. . . . . . . . . . . . . . . . . . . . 18873 10795 Latent Load. . . . . . . . . . . . . . . . . . . . . . n/a 2150 Minimum Zone Load 18873 12945 CORNERSTONE TRUSS LLC. P.O. BOX 248 AGUANGA, CA 92536 • Dan Sierra6 32086 Poppy Way ® FOR PERMITAPPRI SEs w Elsinore, CA SCOTT FAZEKAS &ASSOCIATES INC- BY DATE These plans have wed for adherence to the I nplicable cod es,=Wsue a building yer-mit p%CALCULATIONSi • ,�reby granted to icable City agencies :pprovai by all applicable he issuance or granting of a permit based on :;,proval of these plans shall not be construed to !rmit or approve any violation of the applicable ides or ordinance. No permit presumed to give ,thority to violate or cancel the provisions of such pie shall be valid. 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. • F2, Q � • w N0.33783 Z m EXP.6/3013 2 OFCALVFC��� • COMPUTRUS, INC. 31945 Corydon Rd. Lake Elsinore, CA 92530 • • • • • • • • • • • • CORNERSTONE TRUSS LLC, (95 l) 767 155,/ PO :Box 248 Date: 10/8/10 Aguanga, CA. 92536 CornerStone Truss LLC . For; Dan Sierra Job: 32086 Poppy way, Lake Elsinore CA 92532 Roof Trusses for the above address. Certi$ed Truss Inspection In Accordance with U.B.C. 2311.6 Timber Products Inspection 0 3'3"Spar I l I op Int o a HU$2xB Okdor Truoa Le@@ W! MU81XB b i All Dimensions need to be vet+rjed by Owner/Contractor and/or The Framer before the trusses are built. Bottom cord straight edge by others. R4 d�'' L?L cnciSe -Jr. P Li --r mil'- �Cr.�•,:. ,' ,4 w ` { I KL _ Yc 0l {n TEE.?; '.,�.�3•��'� �i.: O �f r=rr W UG,'u cL G]�C1 ®Copyright compuTrus Im:.MOO BUILDER p'� ISSUE DATE: A9OVEPow PROVIDED FOR TRUSSPLACEMENT ON �OCnerrJJtOA@'3'lU88.� TO JW Kathy West 10/25/1.0 TRUSS CALCULLAL O TIONSS AND PRO.lECT71TLE. REVISION-}: ENO INFEREDSTRUCTURAL Vsaa•w�r... OIIAG MGS FOR ALL FURTHER —nuuo ftppy DESIGNEPJENGINEEROF RECORD F$J4N; RE'lDRAWN BY: REVISION-2 TO TRUSS T S CONNECTIONS.9iJ ILO�INQ A CHECKED BY: DESEVIEW AND APPROVE OF TO . REVIEW AND APPROVE OP ALL p DELIVERY LOCATION: SCALE' REVISION 9: DES taNSPRIORTOCONSMCT1ON: 0.171875"-1 All designs are property of CamerStone Truss. All designs are null and Vold if not tabdeated bV Comerstone Truss.. • • • • • • s • • • • IIIIIII This design prepared from computer input by I CORNER STONE TRUSS LUMBER OF M! LOAD DU SPECIFICATIONS TRUSS SPAN 35'- 0.0' 2 TC; 2x4 INCREASE1 25 Wind: B5 mph, h-15ft, TCDL=9.0,BCDL=6.0, ASCE 7.05, BC: 2x4 OF Ill SPACED 24.0" O.C. Enclosed, Cat.2, Exp.C, MWFRS, WEBS: 2 x 4 OF STAND LOADING interior zone, load duration factor=l.6 TC LATERAL SUPPORT <= 12"0C. LON. LL( 20.0)+pL( 15.0) ON TOP CHORD = 35.0 PSF Note;Truss design requires continuous DL ON BOTTOM CHORD = 10.0 PSF bear in wall for entire span. BC LATERAL SUPPORT <= 12"OC. UON. TOTAL LOAD 45.0 PSF B P C-lx2,6 or equal at non-structural LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL vertical members (uon}, REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. Connector plate prefix designators; 60TTOM C40AD CHECKED FOR 10PSF LIVE LOAD. TOP C,CN,CI8,CN18 (or no prefix) = CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. M,M2oHS,M18HS,M16 = Mi7ek MT series 17-06 17-06 6-06-11 5-05-11 5.05-11 5-05-11 5-05.11 6-06-11 12 3.00 o M-4X5 c 3.00 4.0" 5 4`� M-2,5x4 M 2.Sx4 4 1, ' M-1x4 M 1x4 7 v a e C; o ,0 11 2 M-2.5x4 0.25" M-2.5x4 M-2.5x5 M-5x8(S) M-2.5x5 9-03-08 8-02-08 8-02-08 9-03.08 1-06 35-00 1-06 JOB NAME : Scale: 0.2345 �oQR�1-C14 WARNINGS: GENERAL NOTES,unless otherwise noted- 0 0 1.Builder and erection contractor should be advised of all General Notes 1.This truss design is adequate fa the design parameters shown.Review Truss: A and Warnings before construction commences, and approval is the responsibility of the building designer not the T �1 2.2x4 compression web bracing must be rnstsi whore shown+. suss designer a truss engineer. !V 2.Design assumes the top and bottom chords to be laterally braced at DES. BY: AM 3.All lateral torte misting elements such as temporary and permanent 2'o.c.and at 10'o.c-respectively unless braced throughout their leng9th by stability bracing must be designed by designer of complete structure. continuous sheathing such as plywood sheathing(TC)andfor drywall(Bc). DATE: 10/8/2010 CompuTrus assumes no responsibility for such bracing. 3.2x Impact bridging or lateral bracing required where shown++ EXP. 3/31 h 1 4.No bad should be applied to any component until after all bracing and 4. Installauon of i Is the responsibility of the respective contractor. SE Q. : 4664293 fasteners are complete and at no time should any loads greater than 5.Design assumes trusses are to be used in a non-corrosive environment, In -/G 6//9!!`� design loads be applied to any component. and are for'dry condition-of use. G� 4v TRANS I D: 296048 5.CompuTrus has no control over and assumes no reslxmsib lity for the 6.Design assumes full bearing at all supports shown.Shim or wedge 4 SJ L ENG1N faowti non,handling.shipment and installation of com necessary. ponents. 7.Design assumes adequate drainage is provided. qTC`OF 6, This design Is furnished subject to the limitations sat forth by 8. Plates shall be located on both faces df truss,and placed so their center 11III�I1II IIIII IIIII IIIII IIIII III1�II�I� I TP CA In BC51,copies of which will be famished upon request lines coincide with joint center lines I{I[i!f Ilf Ilf If 111 I! 1f1 Ili1+ !I+ li 9,Wgits intliwle size of plate in incheoho s. CompuTrus,Inc,Software 7.5.1 T(1 L)-E 1o.For basic connector late desi9n�vawes see ESR-2529(CAmpuTms) andlor ESR-1311,LSR-1988(r✓I(i • • • • • • • • • • • IIIIIIIIIIIIIlI This design prepared from computer input by CORNER STONE TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0- 0802007/IBC2006 MAX MEMBER FORCES 4WR1GDF1Cq=i.25 TCM TC: 2x4 OF #1 LOAD DURATION INCREASE = 1,25 1- 2=I -6) 26 2-12=(0) 4858 3-12=( -362) 49 BC: 2x4 OF #1 SPACED 24.0' O.C. 2. 3=(-5075) 0 12-13=(0) 4275 12- 4=( O) 478 WEBS: 2x4 OF STAND 3. 4=(-4721) 0 13-15=(0) 3490 4-13=(-1007) 0 LOADING 4- 5=(-3678) 0 15-16-(0) 4275 13- 5=( 0) 546 TC LATERAL SUPPORT <= 12'OC. LION. LL( 20.0)+DL( 15.D) ON TOP CHORD = 35.0 PSF 5. 6=( -9411 0 16-10=(0) 4858 5-14=(-2609) 0 BC LATERAL SUPPORT <- 12'00. UON. OIL ON BOTTOM CHORD = 10.0 PSF 6. 7=( -941 0 14- 6= g)) 326 TOTAL LOAD = 45.0 PSF 7- 8-(-3678� 0 14- 7=�-2609) 0 OVERHANGS: 18,8" 18.8' 8- 9=(-4721) 0 7-15=( 0) 548 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9-10=(-5075) 0 15- B=(-1007) 0 Unbalanced live loads have been REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. 10-11-{ -8) 26 8-16=( 0) 478 ecnsidered for this design. 16- 9=( -362) 49 Connector late prefix desi nators: BOTTOM CHORD CHECKED FOR DSPAC LIVE LOAD. TOP 0 CN,CI8,CN18 (o no refix) = CompuTrus, Inc AND BOTTOM CHORD LIVE LOADS ACT NON CONCURRENTLY. BEARING MAX VERTREACTIONS MAX RHORZEACTIONS BIG REQUIRED BRG AREA M,M20HS,M18HS,M16 = MPTek MT series LOCATIONS0-0 REACTIONS REACTIONS SITE 2.69SO.I (SPECIES) 0'- 0.0' O! 1682V -1021 102H 3.50' 2.69 OF ( 625) LOADS AS GIVEN 35'- 0.0' 01 1682V -321 32H 3.50' 2.69 IF ( 625) MAX LL DEFL 0.005" (1 @ -I'- 6.4' L1120 = 0.157' MAX TL DEFL = -0.009' (L/2043) @ -1'- 6.4- 1 = 0,209- MAX LL DEFL = -0.424' (L1 974) @ 14'- 11.6' L1240 = 1.721' MAX TL DEFL = -0,856' (L1 482) @ 14'- 11.6' 1 = 2.294' MAX LL DEFL = -0.005' (1 @ 36'- 6.4' 1 = 0.157' MAX TL DEFL = -0.009' (L12043) @ 31 6.4' L190 = 0,209' MAX HORIZ. LL DEFL = 0.091' @ 34'- 8.5' MAX HORIZ. TL DEFL = 0.204' @ 34'- 8.5' Wind: 85 mph, h-15ft, TCDL-9.0,BCDL=6.0, ASCE 7-05, Enclosed, Cat.2, Exp.C, MWFRS, du 17-06 17-06 interior zone, load ration factor=1.6 It 5-07-08 4-06-08 4-10 2-06 2-06 4-10 4-06-08 5.07-08 12 12 3.00 o a 3.00 M-4x5 4.0" M-30 6 `� Ill 5 + 7 M-2.5x4 14 2.5 M-2.5x4 4 M 2.Sx5 g M-tx3 o M-1x3 3 5-00 N v M-1x3+ M-1x3 v r 2 0 t' 1 y p 12 13 15 16 M-4x8 M-2.50 Ill MHS-3x10(S) M-4x6 M-2.5x4 M-08 �. L M-2.5x4+ (. 8.00-08 6-09-12 5-03-08 6-09.12 8.00-08 ,L J 17.06 17-06 1-06 35-00 1-06 J 0 B NAME : scale: 0.2220 �OQS�OFES$/QN9` R.DAMP F2 WARNINGS: GENERAL NOTES,unless otherwise noted: D 61 1, Builder and erection contractor should be advised of all General Nolen 1.This truss design is adequate for the design parameters shown.Review Truss: Al and Warnings before constriction commences. and approval is the responsibility of the building designer,not the m 2.21K4 compression web bracing must be installed where shown I.- truss designer or truss engineer. 3.All tetanal Toros m%,sVV elernants such as lernpo�ary and parmanani Z Design assumes the top and bottom chords to be laterally braced at (r DES. BY: AM T o.c.and at 10'o,c.respeOvery Less braced Mroughout their length by stability Dreang must He designed by designer of complete Structure. continuous sheathing such as plywood sheathirg(TC)andfor drywal!(BC). v n DATE: 10/812010 CompuTrus assumes no responsibility for such bracing. 3.2x lmpect bridging or lateral bracing required where shown•• EXP.3/31111 4.No load should be applied to any component until after all bracing and 4. Installation of truss is the responsibility of the respective rnnbacfar. SEQ. : 4664294 fasteners are complete and at no time should any loads greater than S.Design assumes busses are be used In a noncorrosive environment, `Q- desgn bads be applied to any component. and are for*dry condition'of use.TRANS I D: 296048 5-CompuTrus has rip rnnud paver and assumes rip responsibility for the 6, Design assumes full bearing at all supports shown,Shim or wedge 0 SN l ENG fabncaoon,handling,shipment and installation of components. nec0sary, A 'I 6.This tlesi 7.Design assumes adequate drainage is provided, P OF IFS ��III II,I,II IIIII IIIII IIIII IIIII 1�II g^n famished subject m the li beta ns set forth by 8.Plates shall be located on both faces of truss,and placed so their center CA+.. TPUWTCAin BL51,copies of which willhefamishedupon request. lines coincide lchjant Denier lines, 9. Digits indicate size of plate In Inches- CompuTrus,Inc.Software 7.5.11=(1 L)-Z 10.For basic connector prase deer nvaads see LSR-2529(C rhpu`rni and/or ESR-1311,ESR-1988(wlrTek). • • • ! • • • llllulllllllll This design prepared from computer input by u CORNER STONE TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 47'- 0.0- CBC20071IBC2006 MAX MEMBER FORCES 4WRIGDF/Cq=1.25 TCM TC: 2x4 OF N1 LOAD DURATION INCREASE = 1.25 1- 2=( -8) 26 2.19=( -2001 73 19- 3=( -101) 293 11-30=( 0) 799 BC: 2x4 OF 81 SPACED 24.0' O.C. 2. 3=( 0 389 19.20=1 -2001 0 3-20=( -566) 0 30-12={-776) 0 WEBS: 2x4 DF STAND 3- 4=( 0 881 20.21={-1087) 0 20- 4=(( 01 988 12-31={ 0 822 LOADING 4. 5-( 0 1784 21.22={-2554) 0 4-21=I -896) 0 31-13={-177 15 TC LATERAL SUPPORT r- 12'OC. UON, LL( 20.0)+DL( 15.0) ON TOP CHORD = 35.0 PSF 5- 6=( 0)) 3C50 22.23=(-1347) 0 21- 5=(( 01 1762 31-147{-739}) 0 BC LATERAL SUPPORT �= 12'OC. LION. DL ON BOTOT CHORD LOAD = 45.0 PSF 7- 8=( -819) 217 24-25=(-1945� 0 22-26=(-28117� 0 32-35=(-615) 39 AL 0 OVERHANGS: 18.8, 18.8" 8- 9=(-1038) 0 25-26={-1253� 695 6.24=( -144) 11 15-33=f 0) 242 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 9-10=(-1392 0 26.27=( -901 1128 6-25=( 0) 1953 33-16={-348) 0 C-1x2.6 or equal at non-structural REQUIREMENTS OF IRC 2006 AND IBC 2006 NOT BEING MET. 10.11-(-1774) 0 27-28=1 -700) 1358 25. 7=(-1474) 0 16-34=1 0) 132 vertical members (uon), 11-12=(-2152) 0 28.29=( -416 1565 7-26=( 0) 1159 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP 12-13=(-2757) 0 29.30=( -1581 1945 26- 8=(-1032) 0 M-2.5x4 where shown; Jts:3,8,14-16,27,32-33 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 13-14=(-2770) 0 30.31=( 0) 2317 8-27=( 0) 696 Unbalanced live loads have been 14-15=(-3369) 0 31.32=( 0)) 3206 27- 9=( -633► 0 ,5-16=(-3929) 0 32.33=( O) 3759 9-28=( 0) 1034 considered far this design. 16-17=(-4305)) 0 33.34= 0 4113 28-11( -9921 0 Connector plate prefix designators; 17-18=( -B) 26 34.17=� 0 4116 10-29=( 0) 892 C,CN,CI8,CN18 (ar no prefix) = CompuTrus, Inc 29-11=( -882} 0 M,M20HS,M16HS,M16 = Miiek MT series BEARING MAX VERT MAX HORZ BAG REQUIRED BAG AREA TRUSS NOT SYMMETRICAL. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) ORIENTATION AS SHOWN. 01- 0,0' -401 314V -458/ 73H 147.50' 0.50 OF ( 625) 3'- 8.1' -202/ 147V -280/ 121K 147.50' 0.24 OF ( 625) 61- 3.2" .5691 7V -10071 OH 147.5C' 0.0, OF ( 625) 81- 10.3' -760/ OV -12631 OH 147,50- 0.00 OF ( 625` 11'- 5.4' 01 3475V 01 750H 147.50' 5.56 DF ( 625 72'- 3.5' 01 393Y 0/ 1944H 147.50' 0.63 OF ( 625` 23.06 23-06 47'- 0,0' 0/ 1475V -22541 OH 3,50' 2.36 OF ( 625) 13-09-09 9-08-07 13-03-10 10-02-06 MAX LL DEFL = -0.005" 1 @ -1'- 1 L/120 = 0.157" MAX TL DEFL = -0.009' (L/2043) @ -l'- 6.4" L190 = 0,209' 3-02-07 02-0 3-00-10 -02-05 2-01-15 3-02-04 3-05-12 MAX LL DEFL - -0.219- (L/1865) @ 35'- 7.5" L/240 = 1,721' ��f f '(' 22- ��f �- 1 MAX TL DEFL = -0,492- (L1 839) @ 35'- 7.5- L1180 = 2.294' 4-03-07 ' 3-02-0 3 04-08 3 04 02 2 02-05 1-11 08 3-05-12 4-08-08 MAX LL DEFL = -0.005- (L/3576) @ 4e'- 1 L/120 = 0.157' I' MAX TL DEFL = -0.009" (L/2043) @ 48'- 6.4" L190 = 0.209' 12 12 3.00 o M-48 v 3.00 MAX HORIZ. LL DEFL = 0.036 @ 46:- B.5' 4 MAX HOAIZ. TL DEFL = 0.080' @ 45 - 8.5' M-8x8(S) � M-3x4 94y Vx5 0.25 M-4x47 1 Fx-t M-3X7(S) Wind: 851 h=15ft, TCDL=9.0,8C0L=6.0, ASCE 7-05, M-1x3 Enclosed, Cat.2, Exp.C, MWFRS, M-4x55 s 4 interior zone, load duration factor=,.6 M-3X5 5 v M-2.5x5 e v 7 o 1 1 20 21 2223 y4 25 26 27 28 29 30 31 32 33 34 8 C3 o M 1Rx4 U.25 M-4x4 M-30 M-3x8 M-10 M-3x9 0 M-2.5x5 M-5x5(S) M-4x6 M-5x5 M-2.5x5 L MLSx6 M-3x4 12 0L p k 1-� L �J 3x5 Sl---� L L 3-05-14, 2.07-0� 0_10�-07-1��-07-0��2-01.1�4 3.04 L �3-05-12� 4.06.12 2-09-05 2-07.00-08-Q8 2-07.02 2.08-14 2-01�04 3-05-12 3-04 L L 14-00 14-00 19-00 L 1-06 47-00 1-06 JOB NAME : Stale: 0.1276 o �gFESSlp� Q h��- o Fy WARNINGS: GENERAL NOTES,unless otherwise noted: R.C4Q C 1.Builder end erection contractor should be advised of ell General Notes 1.This truss design Is adequate for the design parameters shown.Review yV Truss: B and warnings before construction mmmenpes. and approval is responsibility of the building designer,not the C7 c m 2,2x4 compression web bracing must be installed where shown♦, was designer or truss engineer. � 3.AG lateral force m istug elements such as temporary and pemranent 2.Design assumes the top and ttom fltords to be Laterally braced at DES. BY: AM stability broong must ba dasigned by designer of complete structure. 7 nti and at 10'hie res n m plywood y unless braced throughout then length by eonImpact sidging r such a9 ingre shed whom s own dryvrell C. EXP.3/31/11 DATE: 10/8/2010 CompuTNs 0ssemes no responsibility for bUCh bracing. 3.2x Impact bridging of lateral bracing requited vrhere shown� 4. No load should be applied to any component unbl after all tomong and 4.Installation of truss Is the responsibility of the respective contractor. SEQ. : 4664295 fasteners are complete and at no,time should any loads greater than 5-pesgn assumes trusses are to be used in a non-conosive environment. Cal_/Q 16�/Qq- tlesgn loads be applied to any component and are for'dry condition'of use. / 4 TRANS I D: 296048 5.Compui has no control over and a miss no responsibility for the 6,Design assumes full bearing at all Supports shown,Shim ar wedge d 4rl 1 EN�*,N �P f lbneason,handling.shipment and installation of components, 7.ne"a"s ssumes adequate drainage is provided. QF CA1rtFo�� I1 II I II 6.This design is fumistred subject to the limitations sat forth by a.Plates shall be located at teat faces o1 truss,end placed so their center 1 IIII�I 1`l�Illll�llll Illll 11111111111111 li t � �In aCSI,copes 0}which will be furnished upon request. Imes coincide wiz pint[enter che. 8.Digits indicate size of plate in inches. CompuTrus,Inc.Software 7.5.1 F(1 Q-E 10.For basic connector lead" values see ESR-2529(CompuT us) and/or ESR-1311,ESR-1908 XRek). IIIII1Ihl�ll This design prepared from computer input by 111 li CORNER STONE TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 47'• 0.0- CBC20071IBC2006 MAX MEMBER FORCES 4WRIGDFICq-1.25 TCM TC: 2x4 DF N1 LOAD DURATION INCREASE = 1.25 1- 2=( -8) 26 2-12=(-964) 0 12- 3=( 0) 249 BC: 2x4 OF N1 SPACED 24.0' 0,0. 2- 3=( O) 1060 12-13=(-972) 0 3 13=(-1136) 0 WEBS: 2x4 OF STAND 3- 4=( 0) 2144 13-14= 0) 574 4-13=( •371) 28 LOADING 4- 5=( 0) 2156 14-152 0) 1380 13- 5=(•3323) 0 TC LATERAL SUPPORT <= 12.0c. UON. LL( 20.0)+DL( 15,0) ON TOP CHORD = 35.0 PSF 5- 6=(-1185) 0 15-16=( 0) 3386 5-14=( 0) 989 BC LATERAL SUPPORT <= 12'OC, UON. OL ON BOTTOM CHORD = 10.0 PSF 6- 7= •2S95 0 16-10=( 0) 4257 14- 6=(( -6751 0 TOTAL LOAD = 45.0 PSF 7- 8= •2587; 0 6-15=1 01 1588 OVERHANGS: 18.8' 18.8' 8- 9=(-3955) 0 15- 7=( •4441 36 BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 9-10=(-4454) 0 is- 8=(-1059) O Connector plate prefix designators: LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2006. 10-11=( -8) 26 8-16=( 0) 661 C,CN,CI8,CN18 (or no prefix) = CcmpuTrus, Inc THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. 16- 9=( -546) 54 M,M20NS,M18HS,M16 = MiTek MT series BEARING MAX VERT MAX HORZ BRG REQUIRED BRIG AREA LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 01- 0.0' -561 150V •1321 132H 3.50' 0.24 OF ( 625) 12'• 1.7' 01 2901V 01 OH $.50' 4.19 OF ( 625) 47'- 0.0" 01 1544V -421 42K 3.50' 2.47 OF ( 625) MAX LL DEFL = -0.005' (L/3576) $ •1'- 5.4' L1120 = 0.157' MAX TL OEFL = -0.009' (L/2043) @ -1'- 5.4' L/90 = 0.209' MAX LL DEFL = 0.012' (L19999) @ 6'- 7.4- L1240 = 0.585' MAX TL DEFL = 0.025" (L156Y0) @ 6'- 7.4" L1180 = 6.781' MAX LL DEFL = .0.250- (L/1652) @ 34'- 8.9' L1240 = 1.721- MAX TL DEFL = -0.536- (LI 770) @ 34'- 8.9- L1180 = 2,294- TRUSS NOT SYMMETRICAL. MAX LL DEFL = -0.005' (L13576) @ 48'- 6.4' L1120 = 0.157' ORIENTATION AS SHOWN. MAX TL DEFL -0.009' (112043) @ 48'- 6.4' L190 = 0.209' MAX HORIZ. LL OEFL = 0.046' @ 46'- 8.5" MAX HORIZ. TL DEFL = 0.098' 0 46'- 8.5' Wind: 85 mph, h=15ft, 7CDL=9.O,BCOL=6.0, ASCE 7.05, Enclosed, Cat.2, Exp.C, MWFRS, interior zone, load duration factor=1.6 23.06 23-06 13-09-09 9-08-07 9-08.07 13.09-09 6-09-02 5-04-10 •08-02 5-08.02 5-06-06 5-08-0 5-07-04 6-08-04 12 12 3.00 v M-46 0 3.00 4.0' 6 � M 3x5(S) M-4x8 M-1x3 M-3x6(S) M-1x3 M-2.5x4 4 + M-3x4 M-1x4 3 + v v 0 t 12 73 S4 15 16 1 'moo o M-2.5x5 M-1x3 M-7X8 M-2.5x6 M-4x9 M-2.5x4 M-30 C3 M-3x5(S) M-3x5(S) 4 _6-07.06 5-06-06 L 8-05-05 8-05-05 8-05.05 9-06.05 L L 14.00 14.00 19-00 1-06 47-00 1-06 �yOFESS/Q J 0 B NAME : Scale: 0.1402 �`o��R.C-4 WARNINGS: GENERAL NOTES,his uNemotherwisenated: 1.Builder and erection contractor should be advised of all General Notes 1.T to design is adequate for the design patameten shown.Review 'y Truss: B I and Wemings be Construction commences. and approval is the responsibility of the building designer,not the (7 tin 2,2x4 comp easf are on web brarJng must be installed where ahown•. truss deafgner s,truss engineer. 3.AN lateral force resisting elements such as temporary and permanent 2.Design assumes the top and bottom UONa to d tlaterally braced at by DES. BY: AM stabilitybri must be designed by designer of complete structure. 7 conta.cinuous and at 10•o.a suchnalip a v lys oodsa braces throughout dry length). ng continuous Mealhing such as plywood eMet when C)andlor drywall CI EXP.W31/1 1 DATE: 10/8/2010 CompuTrus assumes no responsibility for such bracing. 3.2x Impact bridging or lateral bracing required where Maven•. 4.No bed should be applied to any Component uncl after all bracng and 4.Installation of truss is the responsibility of the respect"cdntmcier. SEQ. : 4664296 lasteners are Complete and at no time should any loads greaterman 5. Design assumes trusses are to be used in a ndh-ponosNe environment, /O/J5 TRANS I D: 296048 S.distill ssiopulfrus m�o Coontrolany o rand assumes no responsil> for the es and ere for*dry full condition'g sore. �, B.Design assumes full basing at all supports shown.Shim or wedge if sj' ` EMG�N \P fatlrlranon,handling.shipment and installabon of Components. n�68°ry- qJ OEZa 7.Design assumes adequate drainage is prpvrdead. Pled fir center 8.This design fa furnished subject l the limitations set forth upo by S.Plates Shan be located an both[aces o}truss OF CALF IIIIII IIIII IIIII IIIII IIIII III Ilh�I IIII III TPSfWrCA in SCSI,copies of wNch unit be furnished upon request Dies[anode with joint canter lines. Illlll II{IIl Illllllll Ill I` 9. Digits Indicate size of plate In inrJtea, CornpuTrus,Inc.Software 7.5.1 F(1 L)-E 10-For bask connector plate design values see ESR-2529(CompuTrua) andlor ESR-1311,EPR•ISM(Mli //�"�Cam uTrus. Ina, Manufacbmng•Engineertrrg•Computer Systems 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. 2x4 compression web bracing must be installed where shown+. 4. Ali '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. © 8. 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. S. 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 TPI in HIB-91 or TPI/WTCA in SCSI 1-03, copies 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 10'-0" o.c, respectively, unless braced throughout their length by continuous sheathing. 3. 27x 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 noncorrosive 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. S, '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 "CV, the designator (18) indicated 18 ga. material is used. All others are 20 ga. • 4 -� ER-4217 F-4 0- LEGACY REPORT Reissued February 1, 2005 i3�essro*iord Office■M Worivran NO Iliad,whiter,Caltorria 90V■(se2j M9= ;CC Evaluation Service, Inc, ftjomi rice a 9M► wetar Road,Sub A.et irghwn,Aheama 3MI3 .qM 599aBM www.icc-es.org I RegiorW Owe■aril Wort rlossrrbor Road,Cart ry clb lid,Ilarools W478■Mla 7996-M Legacy report on the 1997 Uniform SuAding Code rm DIVISION:08--WOOD AND PLASTICS plates. These values are based on the National Design Section:08175--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 31945 CORYDON ROAD must be designed to transfer the required load without LAKE ELSINORE,CALIFORNIA 92530 exceeding the allowable load per square inch of plats contact area,based on species,on tha orientation ofthatooth 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 2.10 DEgCRIPTION 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 an the The CompuTrus TrussPlatas 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 for tension must be in accordance with Section 11.2.2 from galvanized steal and come in various longths 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 ShearReststance:Each CompuTrustruss p Iota must The CompuTrus truss plates are punched from No. 18 gage be designed for shsar capacity,based on the orientation of (D.0454 inch (1,15 mm) base metal thickness] and No. 20 the plate relative to all possible lines of shear. Design for gage j0.D375 inch (0.95 mm) base metal thickness] G6D- shear must be inaacordanoe with Section 11.2.3ofANSI/TPI galvanized sheet steel complying with the mechanical 1-1995. Table 3 shows allowable shear loads for the tnuss requirements established in ASTM A 653 SQ Grade 33 or plates.Additionally,thanetsectionofthetrussplatesforheel higher. joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by Each plate has 9.4 teeth par square inch of plate; each the shear resistance effectiveness ratios shown in Table 3. tooth is approximately '/3 inch (8.5 mm) long and approximately 0.108 inch (2.7 mm) wide. The tooth are 2.3.4 Metal Plate Reductions: Several allowable-load punched in pairs,with each pair spaced 'J.inch(6.4 mm)on reduction factors for the metal plates, when they are center along the width of the plats,and 0.85 inch{21.6 mm) applicable,must be considered cumulatively in the design of on center along the length. Alternating rows of tooth 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 CampuTrus 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 facer,QR,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 a singla-pass, full-embedment (305 mm), in '13-inch(42.7 mm) increments,as required by roller system having minimummllardiamotarsequalto 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. ernbodmentrollers,orcombina8onsof partial embedment 2.3 Allowable Loads. roller presses and hydreuft-pletan 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-puss roller presses, the loads and shear loads,respectively,for the CompuTrus truss calculations forthe truss design submitted to the building • ICC-ES legacy reporo are not to be construed at representing aesthetics or atry other attributes not spec(Ika4v odtlreased.nor are thev to be consnved at an endorsement 4 the subject ofthe report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc„express or implied,as to anv pndmg or other maurr in Alt report,or as to arry product covered he the report NIP I-, Copyright O 2005 laape!dr S Pago 2 of 2 ER-4211 depw tfttent f bz apptovall nnsst aperaq the mtrom m loads re�oogr►ized m this repurlt ate for p gs Thai are p�s�ed diamotor of the roller press and the appropriate strength Into wood truss members using hydraulic or pneumatic reducton bav from this repot embedmert presses,mulqla feeler presses that use Pattie! 2. Allowable lateral resistance values for the CornpuTrus embedment followed by fu11-embedment rollers; or truss plates must be reduced by 15 percent when the combinations of partial embedment roller presses and plates ere installed on the marrow face of truss#umber hydraulic-platen presses that feed trusses into a stationary members. finish roller pressor,if the adjustment factors given in Table 3. Allowable lateral resistance values must be reducedby20 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 havinge moisture content gma tar than 19pencent rollers must have minimum-18-inch (457 mm) diameters. at the time of truss fabrication. Plates embedded with a single-pass, full-embedment roller 4. Allowable lateral resistance values for CompuTrus truss press mustbe preset,before passing through the rollerpress, by striking at least two opposite camera of each plate with a plates installed atthe heel johtof a fabricated woodiruss hammer. must be reduced by the heel joint reduction factor,NR,as follows: 2.6 identification: H,,c 0.85-0.05(12 tan 9-2.0) The CompuTrus `C" Series plates are embossed with the where: gage 'C-20'or'C-18,'for the No_20 gage or No. 1B gage plates, respectively. For the `CN' series, the No. 20 0.85 s HR s 0.85 gage plate is identified by the designation'CN-20"embossed Angle between lines of action of the top and on the plate, and the No. 18 gaga plate is identified by the bottom chords(shown in Figure 3). designation'CN-1 B.' Where the top chard slopes are greater than 12:12(100% 3.0 EVIDENCE SUBMITTED slope),this heel-joint reduction factor is not applied. Test data in amordanoe with National Design Standard for 2.S.S Combined Shear and Tension: Each CompuTrus Metal Plate Connected Wood Truss Construction,ANSI/TPI truss plate must be designed far combined shear and tansion 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 ANS!/TPI 1-1995. drescrtbed In this report comply with the 1997 Ilrrtfarm og CodeTM (UBC}, subject to the following 2.3.6 Combined Flexure and Axial Loading:Truss plates din c designed for axial forces are only permitted as splices in the conditions: top and bottom chord when the splices are within 12 inches 4.1 Plans and catculattons aresubmittad tow building (305 mm)of the calculated point of zero moment.Design of official for the trusses using truss plates described truss plates at splices 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 fife design formulao In stresses. ANSUTPI 1-1995. A copy of the ANS]/TPl 1-1995 2.4 Truss Design: standard must be supplied to the building Plans and calcutations must be submitted to the building department when this is requested by the building official for the trusses using truss plates described in this officlat report.The truss design must show compliance with the code 4.3 The allowable loads for the truss plates comptywit h and accepted engineering principles.Altowable loads for the this evaluation report truss plates may be increased for duration of load in accordance with the code. Calculations must specify the 4.4 Truss plates are not permitted to be placed where deflection ratio or the maximum deflection for live and total knots occur In connected wood truss membem load. for each truss design drawing, the following 4.5 Truss plates are installed in palm on opposite faces information,at a minimum,should be specified by the design of truss members. • engineer: 4.8 Trusses using truss plates described In this report 1. Truss span, spacing,and slope or depth. must be fabricated bya truss fabrloatorapproved by 2. Dimensioned location of truss joints. the building afticial, In accordance with Sections 3. Model, size and dimensioned location of truss plates at 2304.4.4 and 2321.3 of the UBG each joint. 4.7 Allowable bads shown in the tables of this report 4. Truss chord and web lumber size,spades,and grade. maybe Increased for duration oftoad In accordance • 5. Required bearing widths at truss supports. with the USC. 6. Top and bottom chord live and dead loads,concentrated 4.8 Overpressed truss plates are not permitted. loads and their locations, and oontrolling wind or Overpressed plates occur when the truss plate is earthquake loads. embedded Into the lumber more than one4half the 7. Design calculations conforming to ANS1/TPI 1-1995 and Plata metal thlcknes& any adjustments to lumber and miss 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 2.5 Truss Fabrication: lumber treated with fire-fasistivo chemicals. Plata connectors shall be installed by an approved truss 4.10 When a on"our fire.teslstive rating Is required for fabricator that has an approved duality assurance program trusses using CompuTrus plates, see evaluation covering the wood truss manufacturing and inspection report ESR-1336. process in accordance with Sections 2304.4.4 and 2321.3 of This report Is subject to reexamination in two years. Me code and Section 4 of ANSI/TPI 1-1995. The aliowabia Page 3 of 5 ER-4211 TABLE lI- "0VZ►61.E LATERAL RESGiilMM VALUES FOR DM{O1RR13S TRUSS K ATEstA LUMBER SPECIES a[i.8GMMOFCRJUN"014=WITH 4USFELTTO LENGTH OFPLATE Ail ICA iA E E£ *tLAMMODEL OQW4Y Allasiablaload Par P fpourtdv;wsquan lrg;hotphrta&DrRnt4arc%1 F Scatbcm yollaw spine 0 55 206 ]51 113 103 C�20 (Dacglas Fira=alt 0A9 206 Isl 113 109 =d liem-fir 0.43 1fS7 137 110 IN S�raCediinrfTr 0.42 1'61 137 110 104 Santham yellow pine 0.55 132 Ms 1 102 113 CN-20 lkntglas fir,larch 0.49 132 11 R 102 113 ° 11C.TIRT 0.43 106 109 11-0 114 i t'�1-18 . fir 0:42 106 109 114 114 parS1,] Tb,inch-7.S91d,4L '1Soc Figme 1 fYr a descaipaan of plate ra irlrraaan. 2%kNx-8=dare mincd using arc-grass mrca^nethod. 3T4vss T tcs arc irvc'tailod tft pairs,rm r¢rposha i xz:s e=ss m=rtbm. TABLE 2-ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATESt DIRECTION OF LOM WITH RESPECT TO LENGTH OF PLATE ff aa° fl" isa• 3+lATE Anm9ble Z=Ja f LLrosd(Pwindf per 4bwal 47ch psr parr 40 pisbal I i�mion Losd EPltabtsSy 4Zada Cab 1.310 W2 10 63 0:46 C�2D 1.1514 937 10.75 0.46 C-18 1;619 1,Y180 '0.62 I 0OA2 CN 7A 1,859 1,220 0.73 -0.48 paT SL 1 ihflinoh-0.175 Nhrms. i Soc f it%c 2.fhr a dcscatnim of Plate araeDtati�t. 27bc length of plate xlfm sa the dimcnsicm of the krgimdinai aras of she m=,of ahe the plate south vm=sheared dining plate fabricaUm TABLE 3-ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR COMPUTRUS TRUSS PLATES • DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE D. 3a' M. I W. uW in, ff la sa• I Da• 1Ya° I86° Albwatih Show Load i par Or"4-),Par pslraa plstsg) srmar LL°ow efftww y Rmw C�20 fifty 720 1,106 S01 4.13 506 0.49 <1.59 0.91 1 0.66 0.35 Oil CNQD 1 C5 0 4998 i 1;045 738 n7 A86 0.50 .0.57 40:m Y),a61 0,48 '0.A0 1 C-IR 702 732 1,241 1,041 5$3 518 0.43 0.46 0.79 D.66 0.36 `0.37 . 1 CN-18 647 787 S09 S60 703 503 '0.42 0.51 0.32 0.53 0,45 0,33 For Sl:1 lhf/lnch-0.173 y/m.-n. UE3 E 4-,%LL0V02LE IATI RAL LaD ADA SUMff FACidtl �FOR C0=RliR11S TRUSS F4ATES OISTALL.ED WITH LE FOSS ROLLER FPS Rsrmolss . PLATE MODEL SPECIFIC GSRAYIT I � O.A9 0.96 C0 and C 18 OSO 0,96 0:49 0.87 ("N-20 lmd CN-18 0.50 0:87 t'ihe QA vnIms Carresp=ding to the reloe"0.49, dbavc,gTly w all wood species combinations hmimg an mtrage published spmfrc WaNity of 0.49d c ower;the Qa vakrca oarresPcarding 10:NC VLIUC-1030"apply to an wood-species carnbinmians hm*ing m av=rgc VdMisho9 spec ffic gm3ry of OSO CT MOcr.T be Q�urtloes slia . be agrpliCd w all pinte/wood arievtafima dcscrsbed 6 Fig=1. Page 4 of S ER-4211 LOAD LOAD LOAD D DDpOpL6 ppppppp0DDp0 LOAD _ DDDODf DOLO UDDpflpppL00 � � ���, 10DDDDDLD DDDpODDD]DO AA Orientation EA Orientation LOAD LOAD �JDCDDpD p U�IpCDC�1Dp � �� D�D[DLDODQ j , i�Q,D[pDODilp ��� �DrD�DcDo LOAD LOAD A�Orientation EE Orientation FIGURE 1—PLATE ORIENTATION FOR LATERAL RESISTANCE VALUES Length Width �, ,�� £ � pDDDD'�ODD DDDDt�DpDDEip DpDDDDODDDD DDDDIIpDQDDDD 00 Ptata 06entatorn 3V°Plate Oiient3tim FIGURE 2--PLATE ORIENTATION FOR TENSION VALUES E 6 � FIGURE 3-HEEL JOINTS TO WHICH THE REDUCTION FACTOR,HR,APPLIES Page 5 of 5 ER-4211 MODEL C4m f C-18 O O WIDTM C� C� C=DLl O e n QJf CH-20 I Cif-18 3m" rtr3s^ O FIGURE 4-COWRFM s PtwirE s