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Home My WebLink About _ 99-1277 (11)TR 17413 -8 99 -1277 11 OF 16 1 NII III III OPTIONAL BEDROOM V,., c r '! =.-T " BUTLER PANTERY OPTION cz. v.• • r- -- BUNK ROOM OPTION e CLLL V.• • r-0' FGR RFO HOT MipuN MASTER RETREAT OPTION eT9.e c" v.• . r.0• WR HMO NOT . Z 0 CL 0 1 V) Z Q J IL L -- ENC3INEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 t- y 98051 S -11 O I Z W a O I J 0 W LL W Q J c w WEIR Z ob Q N a V J t- y 98051 S -11 y7I7 6 L J SEE ELEV 3A FOR IMO NOT &HWN FOUNDATION PLAN 3B tGAIR. 4t' Fb' FOUNDATION PLAN 3C ALE, VA' • T•0' 171 DM' P ADD. LEV. 3a FOl KO NOT SNWN f315/0' P 4D. I I I I I I I I I I I P I FOUNDATION PLAN 3C ALE, VA' • T•0' 171 DM' P ADD. LEV. 3a FOl KO NOT SNWN FOUNDATION PLAN 3A SCALE. VI' • P0• FOUNDATION NOTES L SEE SWEET$ SGN AND DDI FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL 61AS•ON -CHAD! A- TNICK CONCRETE UTN Ori - U01, . W7.0 ULF AT CENTER Cr OLA15 OVER 7' SAND OVER 0 MIL. OLVISEEN OVER 1' SAND OWN PROPERLY CpMPACIED SAWN, SEE SOILS REPORT. 3. TYPICAL GARAGE GLAD 4• —CK CONLRQR SLAB OVER PROPERLY CCYPACTED EARIN. PROVIDE A POSITIVE SEPARATICH ISETyEEN &LAD FOOTN!'d. UNO, A. INSTALL ALL &S'PSO! (OR APPROAM ECK AL) FOUNDATION WARD! RE PER MAIAFACTeERS RECO?¢NOATI". DEEPEN FOOTING W1EIE NECESSARY TO PROVIDE HARDWARE EI'SEDMENT AND CONCRETE CLEAR ALL uA1DWARE TO DE TIED N RACE PRIOR TO FOUNDATION INSPECTION 5, ALL FMERROR WALLS ARE TO DE &ECUED UTH SO• DIAMETER DT W- LOW: ANCHOR DOLTS EI-IDEDDED AT LEAST l' NTO CONCRETE WTH A M""" SPACING OF 1]' OC. TWERE &MALL DE A MINIM" OF TWO DOLTS PER PIECE OF FOIAIDATION PLATE UTN ONE DOLT LOCATED NOT MOPE THAN 7' MID NOT LESS THAN S' OF EA END OF EA PIECE A PROPERLY St %W AND A PLATE WAVER TWAT IS A MNR1N OF 210'13Ab- 6HALL DE TIWTENED ON EA DOLT TO TIE PLATE. (5/0.6 A36 ALL NOEAD V A 1/4' EMBED NTO FIRST POUR WTH SR•R°OON SET EPO) INSTALLED PER IC 50 ER 5719 MAY DE USED N LIEU OF AICNOR DOLT & /. PROVIDE 510• N BY 0' ANGIOR DOLTS AT 3. FOUIDATION PLATES IL ERE OCCURS. S. ALL INTERIOR NON -BEAR WALLS ARE TO DE 3 SEGUED WTH SHOT PRO INSTALLED PER DETAIL 1 UNO. 1. ALL INTERIOR SWEAR WALL& LIE TO DE &ECURED WTN ANCHOR DOLTS SPACM PER FOVIDATIOI PLAN Q J Z 0 0 D 0 LL IIc) Z CL f \ L ENGINEERING. INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 vea PIS' T1K PAD FTC. IW (]) WDE U EA WAY AT C ECK OPTION I S A nn 10' pe L - — — — — — — — TYP J OPT - SDI AT IOIAL DECK e/S' N AB. J - e/&' P AB. lSOI OS P e PSDP ill II N I I FOUNDATION PLAN 3A SCALE. VI' • P0• FOUNDATION NOTES L SEE SWEET$ SGN AND DDI FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL 61AS•ON -CHAD! A- TNICK CONCRETE UTN Ori - U01, . W7.0 ULF AT CENTER Cr OLA15 OVER 7' SAND OVER 0 MIL. OLVISEEN OVER 1' SAND OWN PROPERLY CpMPACIED SAWN, SEE SOILS REPORT. 3. TYPICAL GARAGE GLAD 4• —CK CONLRQR SLAB OVER PROPERLY CCYPACTED EARIN. PROVIDE A POSITIVE SEPARATICH ISETyEEN &LAD FOOTN!'d. UNO, A. INSTALL ALL &S'PSO! (OR APPROAM ECK AL) FOUNDATION WARD! RE PER MAIAFACTeERS RECO?¢NOATI". DEEPEN FOOTING W1EIE NECESSARY TO PROVIDE HARDWARE EI'SEDMENT AND CONCRETE CLEAR ALL uA1DWARE TO DE TIED N RACE PRIOR TO FOUNDATION INSPECTION 5, ALL FMERROR WALLS ARE TO DE &ECUED UTH SO• DIAMETER DT W- LOW: ANCHOR DOLTS EI-IDEDDED AT LEAST l' NTO CONCRETE WTH A M""" SPACING OF 1]' OC. TWERE &MALL DE A MINIM" OF TWO DOLTS PER PIECE OF FOIAIDATION PLATE UTN ONE DOLT LOCATED NOT MOPE THAN 7' MID NOT LESS THAN S' OF EA END OF EA PIECE A PROPERLY St %W AND A PLATE WAVER TWAT IS A MNR1N OF 210'13Ab- 6HALL DE TIWTENED ON EA DOLT TO TIE PLATE. (5/0.6 A36 ALL NOEAD V A 1/4' EMBED NTO FIRST POUR WTH SR•R°OON SET EPO) INSTALLED PER IC 50 ER 5719 MAY DE USED N LIEU OF AICNOR DOLT & /. PROVIDE 510• N BY 0' ANGIOR DOLTS AT 3. FOUIDATION PLATES IL ERE OCCURS. S. ALL INTERIOR NON -BEAR WALLS ARE TO DE 3 SEGUED WTH SHOT PRO INSTALLED PER DETAIL 1 UNO. 1. ALL INTERIOR SWEAR WALL& LIE TO DE &ECURED WTN ANCHOR DOLTS SPACM PER FOVIDATIOI PLAN Q J Z 0 0 D 0 LL IIc) Z CL f \ L ENGINEERING. INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 3'- ( 314 E4 A . S-t WAPAD PTfi YUVr WDE I 4 e % I S A 10' pe L - — — — — — — — e J W c Ws W I N I I R 5 I 70 J CJ J "1 D1 wce L I a DI L I DI I I I e oo N' SDI P A.5/D'PAD. PAD w ( PAD WAW/! 31 V EA WAT ATE" OI I VENEER R USWERE OCCURS SDI I F -- I e Sp1 I L - J 4 p1 I L -- J W 4 6p1 r5/5/e• . AS PAD G UOV (3131 n I v E4 WAT I Tti P. • I IATDOP P SLA 1 dD1 DIAL cIREPLACE I e I FOUNDATION PLAN 3A SCALE. VI' • P0• FOUNDATION NOTES L SEE SWEET$ SGN AND DDI FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL 61AS•ON -CHAD! A- TNICK CONCRETE UTN Ori - U01, . W7.0 ULF AT CENTER Cr OLA15 OVER 7' SAND OVER 0 MIL. OLVISEEN OVER 1' SAND OWN PROPERLY CpMPACIED SAWN, SEE SOILS REPORT. 3. TYPICAL GARAGE GLAD 4• —CK CONLRQR SLAB OVER PROPERLY CCYPACTED EARIN. PROVIDE A POSITIVE SEPARATICH ISETyEEN &LAD FOOTN!'d. UNO, A. INSTALL ALL &S'PSO! (OR APPROAM ECK AL) FOUNDATION WARD! RE PER MAIAFACTeERS RECO?¢NOATI". DEEPEN FOOTING W1EIE NECESSARY TO PROVIDE HARDWARE EI'SEDMENT AND CONCRETE CLEAR ALL uA1DWARE TO DE TIED N RACE PRIOR TO FOUNDATION INSPECTION 5, ALL FMERROR WALLS ARE TO DE &ECUED UTH SO• DIAMETER DT W- LOW: ANCHOR DOLTS EI-IDEDDED AT LEAST l' NTO CONCRETE WTH A M""" SPACING OF 1]' OC. TWERE &MALL DE A MINIM" OF TWO DOLTS PER PIECE OF FOIAIDATION PLATE UTN ONE DOLT LOCATED NOT MOPE THAN 7' MID NOT LESS THAN S' OF EA END OF EA PIECE A PROPERLY St %W AND A PLATE WAVER TWAT IS A MNR1N OF 210'13Ab- 6HALL DE TIWTENED ON EA DOLT TO TIE PLATE. (5/0.6 A36 ALL NOEAD V A 1/4' EMBED NTO FIRST POUR WTH SR•R°OON SET EPO) INSTALLED PER IC 50 ER 5719 MAY DE USED N LIEU OF AICNOR DOLT & /. PROVIDE 510• N BY 0' ANGIOR DOLTS AT 3. FOUIDATION PLATES IL ERE OCCURS. S. ALL INTERIOR NON -BEAR WALLS ARE TO DE 3 SEGUED WTH SHOT PRO INSTALLED PER DETAIL 1 UNO. 1. ALL INTERIOR SWEAR WALL& LIE TO DE &ECURED WTN ANCHOR DOLTS SPACM PER FOVIDATIOI PLAN Q J Z 0 0 D 0 LL IIc) Z CL f \ L ENGINEERING. INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 3'- ( 314 E4A . S-t WAPAD PTfi YUVr e I 4 e % I S 10' pe L - — — — — — — — e J W c Ws W I N I I R 5 I 70 J CJ J "1 DI SDI 0 n L DI L I DI 1 e oo N' SDI P A.5/D'PAD. PAD w ( PAD WAW/! 31 V EA WAT ATE" VENEERR US WERE OCCURS FOUNDATION PLAN 3A SCALE. VI' • P0• FOUNDATION NOTES L SEE SWEET$ SGN AND DDI FOR GENERAL NOTES AND TYPICAL DETAILS TYPICAL 61AS•ON -CHAD! A- TNICK CONCRETE UTN Ori - U01, . W7.0 ULF AT CENTER Cr OLA15 OVER 7' SAND OVER 0 MIL. OLVISEEN OVER 1' SAND OWN PROPERLY CpMPACIED SAWN, SEE SOILS REPORT. 3. TYPICAL GARAGE GLAD 4• —CK CONLRQR SLAB OVER PROPERLY CCYPACTED EARIN. PROVIDE A POSITIVE SEPARATICH ISETyEEN &LAD FOOTN!'d. UNO, A. INSTALL ALL &S'PSO! (OR APPROAM ECK AL) FOUNDATION WARD! RE PER MAIAFACTeERS RECO?¢NOATI". DEEPEN FOOTING W1EIE NECESSARY TO PROVIDE HARDWARE EI'SEDMENT AND CONCRETE CLEAR ALL uA1DWARE TO DE TIED N RACE PRIOR TO FOUNDATION INSPECTION 5, ALL FMERROR WALLS ARE TO DE &ECUED UTH SO• DIAMETER DT W- LOW: ANCHOR DOLTS EI-IDEDDED AT LEAST l' NTO CONCRETE WTH A M""" SPACING OF 1]' OC. TWERE &MALL DE A MINIM" OF TWO DOLTS PER PIECE OF FOIAIDATION PLATE UTN ONE DOLT LOCATED NOT MOPE THAN 7' MID NOT LESS THAN S' OF EA END OF EA PIECE A PROPERLY St %W AND A PLATE WAVER TWAT IS A MNR1N OF 210'13Ab- 6HALL DE TIWTENED ON EA DOLT TO TIE PLATE. (5/0.6 A36 ALL NOEAD V A 1/4' EMBED NTO FIRST POUR WTH SR•R°OON SET EPO) INSTALLED PER IC 50 ER 5719 MAY DE USED N LIEU OF AICNOR DOLT & /. PROVIDE 510• N BY 0' ANGIOR DOLTS AT 3. FOUIDATION PLATES IL ERE OCCURS. S. ALL INTERIOR NON -BEAR WALLS ARE TO DE 3 SEGUED WTH SHOT PRO INSTALLED PER DETAIL 1 UNO. 1. ALL INTERIOR SWEAR WALL& LIE TO DE &ECURED WTN ANCHOR DOLTS SPACM PER FOVIDATIOI PLAN Q J Z 0 0 D 0 LL IIc) Z CL f \ L ENGINEERING. INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 OQFpGES; ON FFF FyO L Ex01 to CALIGOP II /A4 /" 98051 S -8 WI Z c A 1 ` r W 2 O I J W m U W c Ws W Q N J OQFpGES; ON FFF FyO L Ex01 to CALIGOP II /A4 /" 98051 S -8 Y I GABLE TRIM -. TO TRANSFER s14Nr I I I ROOF FRAMING PLAN CAW 1/.• . Y-0' OPTIONAL DE« WERe oLCUm W NAILO PER TOP E eft-CE 71 C64 PFR WODO TFS" AT 24. OZ W/ 7X4 II BETWEEN FOR SD7BACKW, OF FIRE P E616TIVE CONSTR ALT: M•R WOOD MOSES AT *'CC FLOOR FRAMING PLAN_ SCAM 114'. 1-6' P'RAMIN6 NOTGS L 6EE MEET 6rN AA 60 MEETS FOR UDCRAL NOTES AND TYPICAL DETAILS. ALL DETAIL& DEOKNATED AS TYPICAL OR TYPICAL 6NALL APPLY TO ALL 6111ILAR CONDITIONS UNO. 7. TYPICAL ROOF 6WEATNR3u A tl ( ) I 'l 1177 8KA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 W Z C) W a P- p J W V wl, mwsll w J W 19 m M 2 rQ y VJ U J 10111,11 S -9 P'RAMIN6 NOTGS L 6EE MEET 6rN AA 60 MEETS FOR UDCRAL NOTES AND TYPICAL DETAILS. ALL DETAIL& DEOKNATED AS TYPICAL OR TYPICAL 6NALL APPLY TO ALL 6111ILAR CONDITIONS UNO. 7. TYPICAL ROOF 6WEATNR3u BM' APA -TECO OR PIITOd6EY1 TESTM LADS RATED SHEATHNG, 14/0' SPAN RATING. EXPOMIRE I bEE( DBN+ bd AT 6. OC. EN, Sd AT 6' OZ, ep] PM, ed AT tl' Or- UM COMMIN NAILG 3. TYPICAL FLOOR O EATHMG, 73417' APA -TECO OR PITT&BURO" TEST114 LA56 RATEDeSTURD -I -FLOOR Too 74' &PAN RATING EXPOMIRE I SEE 6VON, I AT 6. OC. SD] EN, 10d AT 6. OC. FN. 10d AT 10. OC. USE CO1MON RMG 6HANK NAILS OR COMMON 6CREW NAILS AND GLUE PLYWOOD TO REAMMA 4. TYPICAL WALL FRAMING PER OD] 0. SPLICE PLATEO OF EXTERIOR WALL &, BEARIY. WALLS MID SHEAR WALLS PER (Deo] 1. PROVIDE 11LTI'l.E 6TID6 AT ALL BEAMS FOR Rk MGLBEAR1LM66NOTEDOTMERUSEONPLANS. 1. USE &MPSOP/'ITT' OR W HANGERS AT PILLOW / JO16Tb AND BEAMO IMLE66 NOTED OTHER ISE. MA4FACTUIER \ TO MrN HANGERS FOR FLOOR N ROOF JOISTS AO OCCUR 4 B6. POWDE BLOGKIN' POSTS BELOW PO6T& AT FLOOR JOIST OVER p• ] S. WHERE I'LL" ARF R1!llIF T"41,2 1W TO FLOOR JOS16 B S PROVIDE !U - *0 SOLE RATE NAIL AT EACH FLOOR JOIST / 6E bD9 ( K' OCJ. PROVDE (]) -16d SOLE E "IL6 AT END OF WALL. VVPROVIDEJ016TBLKGOCCURBELOWJ016TDOESNOTOCCBELOW ZENDOFWALL. Z E. PROVIDE SOLID BLOCKING INDER SWEAR WALLS RPNINGI TR—VERSE TO FLOOR JOIST6 PER SD3 171 C6v. III. 1'ISDYJY DOIDLE FLOOR J016Te UNDER ALL PARALLEL W4LS SD3 ADY. LLAYOUT GVE ADDITIONAL JOIST BETWEEN JOIST LAYOUT AND BELOW WALL 16 REQUIRED IN LIEU Q DOELE JOIbTb. G. WERE DOIELE JO16T6 ATE REQUIRED UNDER PARALLEL PL'1DNG WALLgDE DOUBLE J016T SEPARATION FOR u C616 P OD3 O60P1ABVO 13. M&WIltD MARKED AS TJRAC' LR'STRUT TO WAVE CGNTWJOl6 O4& STAIR BBO6CARY NA1LN3L O r cc SD1 I{33 A D3 B I GARAri' PORTAL W ANLNOP& USNG &TROY WALL Qt3IQ 16. ALL P06TO WTH NOLDOWN6 OR STRAPS FROM ABOVE 6HALL BE CCONTNIOl6LY EDGE- NAILED. z IT ALL 6TD6 OVER 10' -0- N CLEAR HEWWT &WALL BE 7.W 6TUDS QQATWOZ. N. SEE NAILING 6OEDULE ON MEET eW FOR TTPICAL CONNECTIONS. DETAILS AM NOTE& 6UP'ERCED NAILING SCHEDULE. R ALL NOLDOIN ANCHOR 1UTS SHALL BE TWWTENED AJST PRIOR OC616 T O FRQ1 ADV OO 7B SD3 I C4Pr061TE YNOOD PROOL CTB TRW J016T TJI /B0 6ERE6 OD3 TLOUISIANA PACIFIC LP176d SERIES FRAMING SPECIFIED AS TYPE D' I -JOIST 614ALL BE ONE OF THE FOLLOWING, TRW J016T TJI1250 6ERED LOU161ANA PACFIC LM/30A SERE& cRN BBOI&E CAbCADE SCl/ &PAD co PLVWD 33. FRAMW, SPECIFIED AS TYPE 'C' 1 -JOIST SHALL BE ONE O THE FOLLOUNG. T1FU. TTRW JOIST TJI/360 SERIES 4 LLOUISIANA PACIFIC LPI/36A 6ERe9 616 BBObE CA6CADE BC1600 / r FRO' 44. F FM , 6PECIFIF.D AS TYPE 'D' I.JOIST MNAL.L BE ONE OF THE FOLLOUII , \ b. -- ONE 6 THE FOLLOWRG AJ IRJSLYAICiF' JY..R b I 'l 1177 8KA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 W Z C) W a P- p J W V wl, mwsll w J W 19 m M 2 rQ y VJ U J 10111,11 S -9 10111,11 S -9 l 8 iId FOR 6FO NDT WOW/ FOUNDATION PLAN 4B NAII. V4• • fb• FOUNDATION PLAN 4C 6S61L VI• r rW 6Ege ELEV.4A FOR 6FD NOT eHDa I 1- - - -- rte-- -- 4T IONAL TrP. I r DearK 7' -D'6G XB' 7TK 70 PAD FTG W/ 1 70 601 V EA WAT DDI 7 -DAY 1 AD, 3- 5/6• S AD. % I .1J. 19 7 5/8' 4 AD. 2) SAD' F AD 3' -0'DG H I PAD FTC. . UPUU (33! V EA FOOB' L'"DE FOOTP. n Dal I II 3) DID- AID I ' I °° R DDI ICI I I °y I • I I I I Sol 4 s,6•I. AD. I I d6 bFIFDD1DPI L_ — — — — -- — — — I qy, 9r' WDETED FTC` c "e 50 Y AT VENEER I J y WEME OCQRD yYYY 3'. V'W N- T C J I ' I 1 PAD FWA W' (3) S L eDl P J V EA WAY SDI I SDI O ]'•i'SG •16' THC D PAD "G. WI (3) 6. FD' W, SDI SDI PAP FTG. W/ (31 V EA UlAY 1 _ V EA WAY _ ICJ SDI ppl I I Spl— I 6 802, .4 SDI SRD7.1-A PORTAL PORTAL FOUNDATION PLAN 4A WIDEN PT GLAD AT OPTIONALFIREPLACE FOUNDATION NOTES I. WE 6141976 SON AND 6PI FOR GENERAL NOTED AND TYPICAL DETAILS 7. TYPICAL 6LAD -ON -GRAD! 4• THICK CONCRETE UT H brb . UD.9 K U0.9 UAW AT GOWER O $LAD OVER 7' SAND OVER 1, MIL. VISCIUEEN OVER 1• SAND OVER PROPERLY COMPACTED EARTH. SEE 501LO REPORT. 3, TYPICAL GARAGE GLAD 4• THICK CONCRETE SLAB OVER PROPERLY CO9PACTED EARTH, PROVIDE A POSITIVE SEPARATION BETUEEN GLAD FOOTS.6. UNO. 4. "TALL ALL SIMPSOI (OR APPROVED EGNAL, FOUNDATION NARDUTARE PER MAf1FAOTURERD IECCVI ENDATIONS. DEEPEN FOOTS. WERE NECESSARY TO PROVIDE WA)IDIWRE EMBEDMENT AND CONCRETE CLEAR ALL HARDWARE TO 15E TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. S. ALL EXTERIOR WALLS ARE TO BE SECURED WTH 5b' DIAMETER DY W' LOW, ANCHOR L10LT6 EMBEDDED AT LEAST ,' INTO CONCRETE WTH A MAXR1&I1S OF 1]' OZ. THERE WALL DE A MINILMI OF TW BOLTS PER PIECE 01 FOUNDATION RATE WTN ONE BOLT LOCATED NOT MORE THAN D' AND NOT LE66 THAN S' OF EA END OF EA PIECE. A PROPERLY SIZED NUT AND A PLATE WA6HER THAT I+ OF 7•F7' 16 A MNIMr 3A6' WALL BE T ON EA DOLT TO THE RATE. (5/0'0 A, ALL THFEAD W 4 1/4• EMBED INTO FIRST POUR, WTH SMPSON SET• EPDXY NSTALLED PER ICDO ER 5219 MAY BE USED N LIEU OF ANCHOR BOLTS) PROVIDE 5A3' 6 BY D' ANCHOR EOLT6 AT 3. FOUOATION PLATES WERE OCCURS. 6, ALL INTERIOR NON -SHEAR WALL6 ARE TO BE 3 SEGUED WTH SNOT PH& INSTALLED PER DETAIL oLINO. 1 ALL INTERIOR SHEAR WALL6 ARE TO BE SECURED WTH ANCHOR BOLTS BRACED PER FOUNDATION PLAN Q L O Q O I Q ENQINEERING4 INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 on rl S -12 W Z MA,IF9o r W CL Q I J M W 1I.L O LL w myy Q 0 W WEIR W co) Q U J on rl S -12 ROOF FRAMING PLAN 313 ACAU. UA•. 10• e[i a -e FOR 1110 NOT eHWN Eli ROOF FRAMING PLAN 307 °' FOR Rio NOT eNOIw ACALL VA• • TO• I ;;; ;f;z; NOT i.O FLOOR FRAMING PLAN 36 CAL[. VL• • T -0• FOR RFO NOT EHOIW FLOOR FRAMING PLAN 3C CAI° VA• • 1- z cl a z LL cr 0 0 LLLL Z a LL 0 0 U c D z a m cl) z a L ENGINEERING, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 QrOFE55/ P4 Oyu` qFy a2 F N 0049072 O y J'l l CIVIL ao fOFCAUGOP. ion aa S -10 O I Z c) r W CL Q I J LL W U N J W wl, W31, W W UCO) a v J QrOFE55/ P4 Oyu` qFy a2 F N 0049072 O y J'l l CIVIL ao fOFCAUGOP. ion aa S -10 GABLETOTRU43M- LOU ;0.'F ROOF FRAMING PLAN SCALE i/4•.1.- 7CeWFROM F / 4 6X6 UDR ry l eDt PLY4pTHRL I) CSK. 03 L•e' SPIER c l \ I u IFOR INS O ` ` i PLYWD i rHApL R I I I) R 6D! SD3 OPTIONAL CDECKWERE - -- OCCUR l7106 S FISRT 5D! ADV. II 1 4.R O I AT Z: a E L•e 311 EN H ALIGN JOIST INS @+ A. ALT DECK FlItAMIN& NOTES L SEE ONSET 62N AND 60 EHEETO F{R GENERAL NOTES AND TYPICAL J. .HAT DETAIL&. Al 1. INDETAIL& DECIIATED AS TYPICAL OR TYPICAL SMALL DES ,p APPLY TO ALL SMILAR CQIDITIONS UNO SD4 G W. J7 7. TYPICAL ROOF EATN. E/37' APA -TECO OR ryTT6EalYFM TESTING LABS RATED 6HEATMNG, o rb. (/ N/O' SPAN pATNG, EXPOSIPP i SEESDN, Od AT 6. OC. EN, LY. AT 6. OL. SD7 FN, Ea AT R' OL. 17 USE COHMON NAIL& 4 3. TYPICAL FLOOR 514EATMMG, Si 23137• d A -TECO OR PITTSSURG.N TESTNG LAZb RATED 3 5 (7.YAW yy STURD -I -FLOOR TFFa 74' SPAN RATOr. EXPOSURE I SEE 6 ! ROOT U 6 EH1 od AT 6' OZ. OD7 ACV. p l EN, Wd AT 6. OL. COli TOP < l ;4 FN, I'lId AT W- OL. 1 EDTT 4 Sp, USE COYION RING SWRC NAILS OR CCR-T" SCREW NAILS AND 4 4.R GONTMKIIO I GLUE PLYWOOD TO PRA'IINb. AT ALT DECK 1 W 21 A. TYPICAL WALL iRlJ•IRLi PER 507DR lL7 u'I C sl . SD! 5, SPLICE PLATES OF E` FERIOR WALLS, BEARING WALLS AND 73 p..r AD' SEAR WALLS PERj1314 . II 1/e LVL RM I II (,I OEy, 6D7 1 SO! FRO.1 ABV 6. PROVIDE ILLTIPLE STUD& AT N.L BEAMS FOP. FULL BEARING EN F ALIGN e n ]7:6 RR U/LE&S NOTED OTHERUSE ON 16' OCFLW' IN F ALA (t5 1. USE T N • OR LE ND AT JOIST JOISTO AND BEA UNLESS NOTE D OTHERWISE. MANUFACTURER AT ALT DECK FROM A To De6II31N HAWAR & FOR FLOOR 4 ROOF Jolere AS OCCU R CGFDITION II 6. P DE ELOC KING POSTS 13ELCW POSTS AT FLOOR JOIST OVER 6D3 EEARNG WALL. 0616 4 WHERE WALLS ARE Rro4Fn TRANSVERSE TO FLOOR JOISTS JOIST PROVIDE (1) - 16G SOLE PLATE NAIL AT EACH ROOK JOISTTOREAMaMS4e (W OLJ. PROVIDE (7) -KC 50LE C NAILS AT END OF WALL. SA PRWDE JOIST BLKG UNERE J0167 DOES NOT OCCUR EFLOW W2 END OF WALL. 13/ 4FL. 1 ' LVL V 4I UDR ALIGN RIH 0 PROVIDE SOLID BLOCKING UNDER SHE 7R WALL6 "LMING,F TRANSVERSE TO FLOOR J015T6 PER (6D3 CTI -XIS13. PEMBER6 HAWED AS ZRAG' OR TO MAUL OH BOUNDARY NAILING. F JOIST OVER 7L ] 4 O, EN F ALGA FJ YV WALL WALL FAGNG OD3 DMSYs RDOT IL PROVIDE OVERDOUBLE5 FLOOR JOISTS UUN R ALL PARALLEL WALLSTHATAREOVER5'-p• N LENGTH, WALL LAIRS BETWEEN JOIST FRO•I ADv I TWERE T LAY.AIT ONE ADDITIONAL J016T BETWEEN JOIST LAYOUT AND BELOW II 1/6' 1-JO16TO AT 157 OC 1 SA ,9 602 WAL! IS REQUIRED N LIEU OF DOUBLE JOISTS, j6DELS03 7 R. WEIR DOBLE J0:6T6 ARE REOWIRED UNDER PARALLEL CONTINUOUSLY EDGE- NAILED. OH 7) C6% F•LU-pNG WALLS DE DOUBLE JOIST SEPARATION FOR 6T27 5 II 1/e TYPE -A• I -JOISTS, AT K' OC ROOM ASV M I PLV'ENG PER 5D3 FLOOR FRAMING PLAN SCAM 114• . 140' 5TRUT' e CTI -XIS13. PEMBER6 HAWED AS ZRAG' OR TO MAUL OH BOUNDARY NAILING. eo3 W 4 B 7 12) 6616 L•5' FRO•I ADv I H•FARACFE PORTAL WM ANCHORS U6NG 6TRD14 UWYL 1 ADS 1 610' TEITPLATE, "COO No PFC 5ASI 002 SD3 Ii. ALL POSTS WITH HOLDONS OR 6TRAP6 FACH ABOVE SHALL BE1 CONTINUOUSLY EDGE- NAILED. ROOMAEV n. A-L STUDS OdER Ip -0• N CLEAR HEIGHT SHALL BE 7x6 STUDS 6T27 5 AT IS' OC. IS. SEE NALNG eCEDULE ON BEET SON FOR TYPICAL CONNECTIONS. STRAP &D3 DETAILS AND NOTES 6UPERCED NAILING SCHEDULE. ALL HOLDLVN ANCHOR NUT& SHALL BE TIGHTENED AST PRIOR TO COVERING 6D3 n QU cO..oaTe TUDOR PRaD1.cTe I. FRAMIHr. SPECIFIED AO rrPE 'A• I.JO15i SHALL BE HtiE O THE FOLLO FNII 0 0616 TRUE JOIST TJIMJp SERE9 ADV 6D7 LOUISIANA PACIFIC LPI/26A 6ERE6 Ei BOISE CA5CADE E1CI /450 SERIES Spa EA WAY LO1151NHA PACIFIC LPI/30A SERIES BOISE CASCADE 15CI /600 SPECIFIED AS E 'C' I -JO161 SHALL BE ONE O THE FOLLLWIY3. FRAyNG TYP 60A SDI TRA J015T T:I/350 SERIES EN 1 ALION LLVlSIANA PACIFIC LPIA6A SERIES V/ E I. FRA' SPECIFIED AS TYPE 'D' - JOIST SHALL BE ONE O THE FO -LOW TRUE JOIST TJI,i50 SERIES WALL- 5. NRA•RHG SPECIFIED AS PlLAVL SHALL BE ONE O' E FOLLOWING- TRUE JOIST PARALLAM 7500Fb ICE -60 LOUISIANA PACIFIC GANG -L.U'I 7SSffb ICE (LVL) B03 Spa 603 6 3 603 a 8Ba LOW a.6 wFl a.lD wR y- RI N 6D3 ACV FRDND[ SOUBIE JOSTS BELOW A. yl TllR %?S ISOVE DRPD DRPD SIM.RRI I -7' 'o raw (76MF w GERS FULLY FROM ABV b 22"\ FTR WOOD V BLW h FRDM e i NAILED TO GLB 77 7.C& FROGABV. 3 Spa I 5 12r-6* ] iRC6E0 AT 74. OC ALIATW' OC FROMABV e 5 l5 GLB SDI 71 I'FFR WOOD In" MV W BD3 AT ]P OC WY 7x4 9 19 BETUEEN FOR BAOCIL' OF FIRE 5D7 SDI RESISTIVE CONSTR ALT. I'FR WOOD TRISSE& AT IS,• OC CONT. 3y.la PEL HDR 5 605 7 5 6WR7.1.4 FVJIRTAL Sp4 SEI72.1 - S PORTAL FLOOR FRAMING PLAN SCAM 114• . 140' 5TRUT' O CTI -XIS13. PEMBER6 HAWED AS ZRAG' OR TO MAUL OH BOUNDARY NAILING. eo3 4 la,' F DENOTE E NSBARWALL. SEE SCHEDULE DETAIL 5D7 12) 6616 ALL PLYWOOD SHEAR WALLS SHALL USE COHHCN NAILS FRO•I ADv I IS, DENOTES b"P6O1 STRONG, WALL OR 6TRpG WALL H•FARACFE PORTAL WM ANCHORS U6NG 6TRD14 UWYL 1 ADS 1 610' TEITPLATE, "COO No PFC 5ASI SD7 Ii. ALL POSTS WITH HOLDONS OR 6TRAP6 FACH ABOVE SHALL BE f7G6'6 CONTINUOUSLY EDGE- NAILED. ROOMAEV n. A-L STUDS OdER Ip -0• N CLEAR HEIGHT SHALL BE 7x6 STUDS 6T27 5 AT IS' OC. IS. SEE NALNG eCEDULE ON BEET SON FOR TYPICAL CONNECTIONS. STRAP &D3 DETAILS AND NOTES 6UPERCED NAILING SCHEDULE. ALL HOLDLVN ANCHOR NUT& SHALL BE TIGHTENED AST PRIOR TO COVERING 6D3 wc,F. HYaR cO..oaTe TUDOR PRaD1.cTe I. FRAMIHr. SPECIFIED AO rrPE 'A• I.JO15i SHALL BE HtiE O THE FOLLO FNII Prd1 II TRUE JOIST TJIMJp SERE9 ADV 6D7 LOUISIANA PACIFIC LPI/26A 6ERE6 Ei BOISE CA5CADE E1CI /450 SERIES 7. FRAMI GI SPECIFIED AS TYPE D 1•JO'51 SHALL BE ONE OF THE F LLOUIN3.. TAILS JOIST TJI/150 SERIES LO1151NHA PACIFIC LPI/30A SERIES BOISE CASCADE 15CI /600 SPECIFIED AS E 'C' I -JO161 SHALL BE ONE O THE FOLLLWIY3. FRAyNG TYP 60A SDI TRA J015T T:I/350 SERIES Q LLVlSIANA PACIFIC LPIA6A SERIES V/ BOISE CASCADE EC1600 I. FRA' SPECIFIED AS TYPE 'D' - JOIST SHALL BE ONE O THE FO -LOW TRUE JOIST TJI,i50 SERIES W16E CASCADE ECI601L 5. NRA•RHG SPECIFIED AS PlLAVL SHALL BE ONE O' E FOLLOWING- TRUE JOIST PARALLAM 7500Fb ICE -60 LOUISIANA PACIFIC GANG -L.U'I 7SSffb ICE (LVL) 8015E CASCADE VERSA -LAM 7500Pb 70E (LVL) Q End z u— O O u- 0 LLPA O a L ENCANEERINQ, INC. 460 LAMBERT, STE F BREA, CA 92821 PH (714) 256 -2722 FAX (714) 256 -9182 oQpOFESSlp,4 yeP r'p0 c qF^ Fyc D 0049D2 A r E *F J4!L'3 ma) Ft9l CIVIL aY OF CAVI O 11/24/49 S -13 co E I R— I- z uj a p aL>u U 1 O LL w N J WEIW Q V/ J oQpOFESSlp,4 yeP r'p0 c qF^ Fyc D 0049D2 A r E *F J4!L'3 ma) Ft9l CIVIL aY OF CAVI O 11/24/49 S -13