Loading...
BRES2016-0157 Revision 1 Plan CheckB.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 75-175 Merle Drive, Suite 200 " Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax Firestone Residence Remodel CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCT ON Stracts Inc. DATE BY �p 550 S. Oleander Palm Springs, CA 92264 Job Number: 908.13 June 27, 2016 Plan Check #1 i .J �M1kr' s ECE"ED JUN 2 8 2016 CITY OF LA QUINTA COMMUNITY DEVtLOPMENT QROFESS/O�\" * Exp. 6-30-18 C IPV q�OF CA%VFO�� VALID ONLY IF SIGNED . IN RED se I B.G. STRUCTURAL ENGINEERING BRIAN GOTTLIEB - CIVIL ENGINEER - Lic. No. C33047 75-175 Merle Drive, Suite 200 Palm Desert, CA 92211 (760) 568-3553 (760) 568-5681 Fax June 27, 2016 Mr. Anton Marinkovich Stracts Inc. 550 S. Oleander Palm Springs, CA 92264 RE: Plan Check for SRF - Firestone Residence Remodel 53-510 Del Gato Drive (Lot 100, Tract 28867) La Quinta, CA 92253 Structural (General) Comments: 1. See attached 11x17 copies of existing foundation and framing plans for the existing residence. See also attached framing details. We do not have foundation details. Per attached existing plans and details, (3)-6x6 wood columns (not used for shear/lateral) within wood framed column masses along with (4)-4x 10 beams are being omitted to eliminate the arches and create a larger opening as depicted in the remodel per structural sheet S-2. See detail 1/S-3 for added 2x blocking and mechanical ties to the existing roof sheathing/decking and new 63/4"x 16.5" glu lam beam. As noted on structural sheet S-2, No lateral analysis is required. Also, there are no changes to the structural calculations. Structural (Observation) Comments: 1. Not applicable, see comment #1 in structural (general) comment(s). Additional Comments: 1. See comment #1 in structural (general)_ comment(s). 2. See comment #1 in structural (general) comment(s). Please call me at (760) 568-3553 ifyou have any questions or would like to discuss this matter. Sincerely, 1 / , 1 �p i bn Gottlieb, P.E. cc: file * EV. 6-30-18 CMI- �Q- q�OF CAl1F0�� VALID ONLY IF SIGNED IN RED K iUo,�c.-4k-1 fa j `POST . REINFORCING OF S 1a'QEM FROM ON.1 SOTTOM) EA WAY ea F 1 I Ps 1P 201 F1 ' 7-r. 301 v E- +r 306 ' F-4- Mae'' +r 106 FL6 I I I rr 466 Fd PO � Posr F,4 -\I I tr 606 ' F•T �FQ +r 106 F-0 i� C1 Ir Ste S.E. CONSULTANTS, INC. IS NOT RESPONSIBLE FOR , L__ J 66 TNS : F•1D 6m pp6®EA. FACE �- a The t*osT I I -I I �. F19 L� .O09-02-04. POST I 6m t I 1 I F09T p7"®EA FACE -I I Ina I I {PI SE. CONSULTANTS: . I , 5800 rant . Trossmb 101 SdU 1 I I I a I I LJ SLOPE 1ffm. I I ' I I f2 F I I I 1' S IONIV I � I � i � P0,4f Ops®FA FACE i 1 POST _ L_J F4,\ I I --- J ' i a1P6®EA FAC GA ; iUo,�c.-4k-1 --- -- --------- ----- ------ ---- ------- v ---- ------ . I. SEE STRUCTURAL NOTES ON SHEET Si. 1 POST 1 ( u sa 1 I sa Tm I , z I 1 64 I I x VEFVYALLDSIF229ON6. hue STEPS. S10PM I 1 I 1 i um OEPIneSMNSruCFMOR�YMMPwan TOCONSTRUCTIOK a DONIRDL meas BYDDNTRADrpL panes. MAIC) W I ��_ �. . C4 P-2 ,Omt � yAtma2. I l I 1 � . I I I I 60N. wA1 I P03f -- --- I ----------- ——-- I 1 L I 1 ❑ —, r— t, i L_ POST F}— n r — aJ 1•coNc. atAe ovERawe.e. 111 I u I . _ �� I F Fs POST I L SPREAD FOOTING SCHEDULE FOOTING MARK FOOTING 612E I50.) REINFORCING OF S 1a'QEM FROM ON.1 SOTTOM) EA WAY F•1 2'-0' 1P 201 F1 ' 7-r. 301 v 7.0' +r 306 ' F-4- SW +r 106 FL6 .. 1'a rr 466 Fd c4r tr 606 ' F•T , S-0' +r 106 F-0 6'8' Ir Ste S.E. CONSULTANTS, INC. IS NOT RESPONSIBLE FOR 66 TNS : F•1D ea a The I L� .O09-02-04. POST t I o Ina {PI SE. CONSULTANTS: . I , 5800 rant . Trossmb 101 SdU +C .... will LJ ;ANDY S IONIV I ARCHITECTURE o v I 1;� o 11 o v --- -- --------- ----- ------ ---- ------- v ---- ------ . I. SEE STRUCTURAL NOTES ON SHEET Si. 1 POST 1 ( u sa 1 I sa Tm I , z I 1 64 I I x VEFVYALLDSIF229ON6. hue STEPS. S10PM I 1 I 1 i um OEPIneSMNSruCFMOR�YMMPwan TOCONSTRUCTIOK a DONIRDL meas BYDDNTRADrpL panes. MAIC) W I ��_ �. . C4 P-2 ,Omt � yAtma2. I l I 1 � . I I I I 60N. wA1 I P03f -- --- I ----------- ——-- I 1 L I 1 ❑ —, r— t, i L_ POST F}— n r — aJ 1•coNc. atAe ovERawe.e. 111 I u I . _ �� I F Fs POST I L SPREAD FOOTING SCHEDULE FOOTING MARK FOOTING 612E I50.) REINFORCING OF S 1a'QEM FROM ON.1 SOTTOM) EA WAY F•1 2'-0' 1P 201 F1 ' 7-r. 301 v 7.0' +r 306 ' F-4- SW +r 106 FL6 .. 1'a rr 466 Fd c4r tr 606 ' F•T , S-0' +r 106 F-0 6'8' Ir Ste S.E. CONSULTANTS, INC. IS NOT RESPONSIBLE FOR 66 TNS : F•1D ea a The Z PLACE CONTROLI r— metre EYE2aV2006P. �--. I � ------ 4'-' — --� arcol2rRAeroR I I _----J LJ 0 I POST 10 'PANDir 1 I MAIN HOUSE FOUNDATION PLAN I I I Fd N-=--'=- FJ I I I L_ Olzm — ----� I------------ VERIFY ALL DIMENSIONS WITH ARCHITECTURAL. <: II = "1 Revisions S.E. CONSULTANTS, INC. IS NOT RESPONSIBLE FOR 66 TNS I I YAtmlr I L� .O09-02-04. POST t I 04.125 Ina {PI SE. CONSULTANTS: . I , 5800 rant . Trossmb 101 SdU +C .... will LJ ;ANDY iiJ ©, �iw 0711 p ] .■��� MAIN HOUSE FOUNDATION PLAN SCA4-E : 1/4"=l'-0" 0. 0. W . VERIFY ALL DIMENSIONS WITH ARCHITECTURAL. <: ❑ DRAWINGS PRIOR TO: CONSTRUCTION. = "1 Revisions S.E. CONSULTANTS, INC. IS NOT RESPONSIBLE FOR DIMENSIONS, -ONLY PROVIDED AS A COURTESY. .O09-02-04. Project Na 04.125 Ina SE. CONSULTANTS: . I , 5800 rant . Trossmb 101 SdU +C .... will r I (2)#5 @ EA. FACE 1 C.J. I I I I I F-4 O I I I I I 1 -,6 . D r ------ -� L----- ---------- O I ---- ----I---- ------- 1 i i C.J. I i I I i BBQ I I 1 I (2)#5 @ E. FACE - I I F-4 I ----L I 1, SIMP. S-8 I ' --L I 1 1 1 "HPAHD22" I• I O SIMP.- I _-� FA I L-----..� 6x6 POST I t ----r I 1 --�JEll 1 F-2 19 L _J -P,OST I 4 r-_ - - -- 1 14----L F-4 I I S-8 I I TYP'. -1, I i C.J. 1 S-8 I 1 L --J 64 POST I I I I (2)0. @ EA..FACE � TI 1 � J I F-4 J-- f ii I C.J. I I i . I I L_ I 4" CONC..SLAB OVER 4"'A'.B.C. 1 F-2 .t,tt�t &L1�S I I SIMP. 13 i POST I F -4-\I I 5 "HPAHD22 S-8 I F-2-- -L I -1, S-8 F-2 1 ---- I. 1 ---------- PLACE CONTROL --- C.J. I _�__� 1 I I t L-- --� (2)#5 @ EA. FACE I I 6x6 I I SIMP. 3 "HPAHD22" I I POST F-2 F-4 I I S-8 TYP I 1--- I 1 1 I F. I I 1 I L I 1 POST, (2)#5 @ EA. FACE T • I I I (2)#5 @ EA. FACE 1 C.J. I I I I I F-4 O I I I I I 1 -,6 . D O 1 i i C.J. I i I I I I (2)#5 @ E. FACE - 1 6x6 S-8 I ' POST §L PE I . I• 1/8" /FT. F-4 SIMP.- (3)2x6 "HPAHD22" I 19 L _J -P,OST I 4 r-_ - - -- I r----- S-8 I i C.J. 1 I 1 L --J 64 POST I I I I (2)0. @ EA..FACE � TI 1 � J I F-4 J-- f I t I 4" CONC..SLAB OVER 4"'A'.B.C. SLOPE :I• 1/8"/FT. I I F-2 I F-4 I I I I PLACE CONTROL F-4 1 -_1 _�__� JOINTS EVERY 200 S.F. ---- C.J. I I BY CONTRACTOR I I I I 1 IFc 1 1 I (3)2X8 I I 1 I L I 1 POST, (2)#5 @ EA. FACE T 6x6 I I (3)2x6 I POST I I I I. POST 19 L - J F-0 I (2)#5 @ EA. FACE 1 C.J. I I I I I F-4 O I I I I I 1 -,6 . D W" fllolZot io ' WAU-WHEREO=JRS ' WEB SnFRffN HEADER BEARING a TRUSS-SEEPLAN / ® ENDSBX3 2R PLATE M tsd ®tr GG ROOFSHEATHSEE CSN. GS.H 29SOUD BLKG PLYWOOD BETWEEN JOIST BOUNDCHY NAILwO BOISIDARY NAILING 2K5 PL JOIST - SEE PLAN 2t STUDS ®18' 0.G ' SIMPSON H25 ® EA Jolsr ' . 2. BLOCKING /,.-SEEPLAN JOIST BEARING AT WALL 2TJI TO WALL 314" 1 t n" = r-0• BOUNDARY HAILING PLYWOOD 2 R BLOCKING. ... . r ' oOF DIAP18NGIL . JACK HIP TRUSS GIRDER TRUSStrr sNEnTNwa 2Rtour- . 4R— R BLOCKING. *R -F R BLOCIM. ' W ISd TJL W8180 TN. ®s• O.C. � r D.C. . BOUNDARY NAIJNGBOUNDARY HAILING. . TRUSS TAILS EXTEND TRUSS TAILS AT�ROOF PPOROUT.AT ROOF POPCUT. DIAPHRAGM BOUNDARY NWUNO SIMPS WI% MP 2RBLOCW)LG tr GO.ROOF SHEATHIN ROOFtN OUTTUGGERS za SLOCI TRUSSEE PIAN. • ! BOUNDARY BO.QI! �'� NAILING.2R FASCUDOUBLE TOP PLATE atO` SHEANWALL SMEATHAS REQUIREDKO.F HEADER-AS OCCURS. SEE PUD. JOIST -SEE .. N "A3S 274 BRACE DE BEM CE W O.C. START ui. . xP TRUSS DEF ROOF TRUSS TO EXT. WALL4 ROOF TRUSS TO BEAM 3/4' 1'4r 5 .GABLE END y4,_ . •NVOD BEAN -BEE PLAN BOUNOARYNAILING 21 SOLID BLOCKING • -/ 3 O 2 SIMPSON 11tH• tG EA J015T 3 LEDGER (SEE PLAN) CUT INTO TRUSS STUD ADO NOT OVER CUTL M SEE PLAN PLYWOOD AT 24IMPSON �R4C. 1 NJ1B0 a SlWWWA3S ® EA. STUD MA ROOF. ' OF® x FRONTVIEW HEEL 2R CONT. TOP PLATE WHERE OCCURS ROOF SHEAT!@LO SEE PLAN � 2RSND®te•oc. _ _ _----- SLMO. SIDE VIEW ROOF APPROVED 6W O.SS SIMPSON ECC COLUMN CAP TRU55 HANGER • W/ THRU BOLTS PER LFR KEY notes: 3 t) top dwd o)bdaa NAIL LTTOGETRSSES 2) (2) tYP pa DOL J01ST-' WOOD POST SEE PLAN . BEE PLAN 1sd AT7r O.G 4)2w rab. ow haft Q2P ae . AT TOP AND 5)288 Wg. board MRL . BOTTOM CHORD.'. S)'.0 HaeaWn9 _y be Wftw PLAN . h wiled areal bdowearrDG f—adi d. B ' 6 GABLE END @ADW. ROOF 7 JACK TO GIRDER g. OVER FRAMING g JOIST &TRUSS TO WALL/4"_+� 10 BEAM TO POST CONN.. _ 314" _ +�•�. 314" _ +'-0" 314' =1'-0" 314" - +'-0" DOABLE TRUSS. SEE PLAN TRUSS-SEEPLAN . TOPPLATE SPLICE ROOF SHEATHING -SEE PLAN' KING STUD a'd T4'0. 'tea ATP O.C. i i SD BO MRYNAWNG . &" LAG BMT Wes• EMBED. ROOF POR TOP PLATE SPLICE }- '2AeLICG 1zeTacOREXTEMDTRUSSTAIL ROOF SHEATHING F_ •�$ FOR OVERHANG .If I i 3AY O.S.B. STUD—,,, 6EEPWWTRUSS DOUBLE PLATES 'sIMC•1Q.6AB®2aT��MTE SI .WA 0 E NOTCHSEAM p) -ted ENDNAR9;u q -------=----- 21 SNos@18.0.0. Jo TO SND INTO EA. HEADER - --- --- --- 2R LEDGER PER BOUNDARY HAILING SEE ARCHL BEAM MEMBER- ; Y FLAN CUT INTO HFADm - fIJ �4 Y STUD (DO a00F SHEATHING GEE PLAN . - —SIMPSON OVER LVAir . A Woad POST-SEEPLAH STUDS ' q .py'Oao � YYF9 BTIFFNEIt 00 . ®ENDS•TYP' JOIST - AL SEE PLAN . •oi SIMPSON'LTHMA• ro SIMPSON HANGER -SEE PLAN BOUNDARY NAII.G SECTIO CHORD TO SPLICE 14 ALT. TRUSS TO TRUSS CONN 15 TRUSS BRG. AT WALL . JOIST TO BEAM 12 HEADER BEARING a TRUSS-SEEPLAN / 13 3/4"=1,-0, R BLOCIONQ PLYWOOD Ye 1Ba TN. SHEATH arD.C.OFROOF.TRUSS BOUNDARY NAILING PLrYY00D MODE SHEATH , ROOF DIAPHRAGM 314"=+'-D- 3/4 =+-0- JOST-SEE PIAN PLYWOOD SHEATHING a NAILINGROOF . EXTEND TOP CHORD AS OCCURS 2. BLOCKING ' TAILS BOUNDARY NAILING SEE PIAN A G.SN.SEE 91FATHwOTRUSS GSN. ISd@rO.G . BDUlIDARY NAlL1N0 318' 0.3.8. 3/8"O.S.B. DOUBLE 2A TOP PLATE BOUNDARYNANNG N 1•NOTCH MUL2RBOWBlX0.W/1Ba '/QSA1?OSBROOF TOENAI S a r D.C. TRUSS - (USE to'1 A• SHEATT@70 PLATE BEEPLAN ®GWDERTRU59) 2. BLOCKIHG•d. <CO. TOP PLATE' . DBL 2 M BOUNDARY NAILING 2a BLOCI@l0 ROOF SMG - SEE G.S.H.6EE ROOF TRUSS- SIMPSON HL5 ® EA JOIST zrsTUDs@18 O.G SDmSON •HO.SA• 0EA. STUD 2e soros®18.O.C. PUW wr O.S.B. SIMPSON lQV . 2R PUTS 2 R 8 sTuos ®18' 0.0. SIMPSON 1 1.mw NOTCHED SND DLO NMT[11� 2R LEDGER PFA PUw w TRUSSOOF ® EA STUD . OVERCUn BEE FLAN ' ea uls ®era D.C. ' s LLPs°" aTe ®4r SIMP• ��• � TRUSS (ASSY SS(RTRUSS) FASCIA•SEE ARCH S.E CONSULTANTS Inc. ' a DWOS . BEAM - SEEJUST. SEE PLAN NEB BEAM -SEE PLAN . �� East e. 104 SEE PIAN 2RBLOCK= SIA�SON HANGER- SoutteddteAZ 85251i(e SEE�AN KANGER IMPSON >: S)946-2010 JOIST BRG. STUD WALL 20 @ 3f4`=1'D Fox (480)946--1909 ,T..-Be�dl>smmnte-tKIDt mHa. zuea3ft:r TRUSS BRG. AT WALL TRUSS BRG. AT WALL 1g TRUSSES TO WALL TRUSS/JOISTS @BEAM 17 1g 314"= 1'-0" 314"-1'D" ARCHITECTURE WRY L STOWS ARCHITECT 109 WEST PALM LANE PHOE?4K AZ .. 83007 FAX Mod ' fa9 4e34D E v cettDo� � a CC P�61Tinar Ttb �O C R•,m0 "d to Opo w�Y,d b �btiiFWd �od�/�lE. ap a.and d mnn.ruV.. d R"m0 m� nol av"IN d N mrp.sao atoer.. . W Q U Z tY Z ° _ W U Z unOuJ z ~rvl Or W< Z F- O Cz O W O• O LLM J Revisions A Date: 09-02-04 Project Na 04125 �) \�O\V S-9 . 'I 2. 7 9 0160.C. 2. COM. PLATE MFR TO PR WUE WEB STIFFNERAT JOIST ENOs a BTHo. LOCATIONS-TYP. . 2x SOLID sum BETWEENJOISTS 5R' O.S.B.2x BUCG TOP & BOTTOM 5T5.O.S.S. SIN EA BEA BOUNDARY - SEE NAILING ' JOIST TO BEAM TO im Sly a OIST-SEEPLAN MUPSON•CC•COL CAP W f/1 w• O •Ht6A• THRU BOLTS MST AN SEE COUJ�— Da 9IMPSOH T/7.5A' TRU59 • (USE 7125A' SEE PIAN 0GSUR TRuss) . DBL 2x COM. TOP RATE 2. STUDS ®160.0. 5AC O.SJ3 SIMPSON 90AA• . ®FA STUD 111CONT. RATE Id . 16 d NAILS ®60.C. JOIST-SEEPUIN . 3W _ O BOUNDARY NAILINa WPNRAG—M WAS DlIlSEE PUW AND SC11EF. l TRUSS TO SHEARWALL NUFACTUREO RUSSES I FOR I=. 314- = TOP BARS. EXTEND 113 OPG. WIDTH (2.4• MSN.) TOP OF SOUR BOUNDARY NARDLG ROOF SMO. BEYOND JAMB GROUT FULL DEPTH JOIST - IF M. ABEAM • SEE PIAN Zs SL NO SEE PIAN OPEN END BLOCKS ®GROUT.IX7IND EXTEND TOP CHORD Project No: OF ROOF TRUSS 2. BLOCKING AS OCCURS ROOF SHEATHING -SEE O.SJJ: Da 9IMPSOH T/7.5A' TRU59 • (USE 7125A' SEE PIAN 0GSUR TRuss) . DBL 2x COM. TOP RATE 2. STUDS ®160.0. 5AC O.SJ3 SIMPSON 90AA• . ®FA STUD 111CONT. RATE Id . 16 d NAILS ®60.C. JOIST-SEEPUIN . 3W _ O BOUNDARY NAILINa WPNRAG—M WAS DlIlSEE PUW AND SC11EF. l TRUSS TO SHEARWALL NUFACTUREO RUSSES I FOR I=. 314- = TOP BARS. EXTEND 113 OPG. WIDTH (2.4• MSN.) TOP OF SOUR BOUNDARY NARDLG ROOF SMO. BEYOND JAMB GROUT FULL DEPTH JOIST - IF M. ABEAM • SEE PIAN Zs SL NO SEE PIAN OPEN END BLOCKS ®GROUT.IX7IND Project No: ' 6BEYOND JAMB 04125 . ' ' I LINTEL p( 5800 East rnomos Rand. SBIteT04 !S BMI V BLOCK tS k kS BOT. BARS. EXTEND 6 O www.sacamItant.— SNP.1125A•G EA JOIST BEYOND EACH JAMB -DO ' ' SIMPSON •ATS ® EA. JOIST NOT SPUCE 2x CONT. RATE Iw STIRRUPS SEE REIM'SGtEDULE • 516O AB.®57 O.C. =• . i, Sii IS M CONE. BOND BEAM NOTE ® OPENINGS GREATER THAN C• . ®OPENINGS LESS THAN 17-0• 174• PROVIDE M15 M EACH ' PROWDEQp61N JAMB LEIlS 2ADJACENT CELLS®JAMBS MASK WALL-�•.:- SEE PLAN (n HLs - _- iJI I5 JOIST TO.MASN. WALL 4 MASON. LINTEL SCHEDULE�� ' 5 GLB TO MASH. 3 PLYWOOD SHEATHING Bd NAILS ®60.0. . -SEE PLANS &G.S.N. WALLBOARD OR G M 2x BLKG(4) .,_-GYP. .YWOOD 6HEARWALL SEE SCHEDULE . ' lSd PER BM NABED TO TRUSS- TOP PLATE ONLY. FIT l SEE NAB. PLYWOOD TO FULL HEIGHT TIGHT BTWN. FLAT 2x1'S WALL CHORD MEMBER HEADERSEAM SEE SHEARWALL SCHED. SND EACH SIDE OF OPBM41NCI FOR FULL LFNGHTK TO (2) 2X -SEE RAN. AT2STORYCONDITION BLOCKING &AROUND OPENNG PERIMETER WITH DIAPHRAGM' OPENING. PROVIDE SIMPSON TIES EDGE NAILNO PER SHEAR- ORSTRAPSATEACII WALL MAINTAIN I!J• CLR BTWN. FLAT EQBY SEE HOIDOWNS DBL SND 2M FLOOR OF SHEARWALL . BLKG a TOP RATE IF BlK'G FDSSH PER 6PEC•6 CRCOLUMH- SCHEDULE FOR TYPE IS WSTlL11E0 PRIOR TO STACgNO RGOF NROOFDJG 2x1 FIAT B1XG ®21.O.C. 2nd ROOK FRAMING. MATERIALS ' BETWEEN TRUSSES Id(2) BOUNDARY NAILING 18d NAILS THRU BOTTOM CHORD OF TRUSS 2xSNOS. SEESI ' HEADER ff- WALL SCNEDUIEFOR DBL 2. CONT TOP PLATE h SND3 ® 21.O.C. SEAM- MA)OMUM SPACING. SEE PLAN. m eSS NOTED OIHETM591 OPENING, SHEARWALL WALL CHORD MEMBER LENGTH- SIf SHEARWILL15AD1ED. • SHEARWALL PER PLANSEE SEE SHEARWALL SCK ON PLAN ' SILL PL & IMP. HOLDOWN AT ENDS BOLTS PER e FLOOR PLAN SHEARWALL OF SHEARWALL- SEE SCHEDULE SC)HED. & DET. AT INTERSECTION OF IARCER HOLDONM. LARGER SHEARWALL CONNECTION 8 3d4- = 1'-l1" ��'E DIAPHRAGM ROUN- ARY NAILING. OF DIAPHRAGM. 2'x FRAME AROUND TRUSS SPACE. PREMFRD.. ROOF TRUSS. DIAPHRAGM BOUNDARY SHEATH. TO MATCH NAILING. SHEARWALL SHEATHING. SHEARWALL SEE PLAN & SCHEDULE. TRUSS PERPENDICULAR TO WALL SHEAR WALL TO. ROOF CONN. 3(4- = Kg) SHEAR DIAPHRAGM BOUNDARY NAILING. ROOF DIAPHRAGM ROOF SHFATHING. PREMANUFACTURED ROOF TRUSS- SEE PLAN. SHEATHING TO MATCH SHEARWALL SHEATH. DIAPHRAGM BOUNDARY NAILING. SHEARWALL- SEE PIAN & SCHEDULE. TRUSS PARALLEL TO WALL SHEAR WALL TO ROOF CONN. 314"= 1'4• / N2TTORY CONDInm SHOWN. 1 STORY CONDITION 61ADLAR. LEVATION 10 OPENING IN GIRDERTRUSS-SEEPLAN-\ RooF SHEATNMo� BOUNDARY NAILING, \ ROOF DIAPHRAGM ROOF TRUSSLAN -SEE RAN J OBL 2x TOP RATE SIMP. 2x STUD WALL ®i6 O.C. EA TRUSS SHEARWALL SHEATHING -SEE PLAN 14 TRUSSES TO WALL 3l4- =1'-0- 9 ro )L 3/4"= 1.4. OPENING HEADER SIMPSON T13T4B• (2) 2 X SLOCKIN41 FOR —28TUD SPACES SHEAR WALL /-SHEATHING I SHEARWALL SCHEDULE SHEAR ■ ARCHITECTURE GARY L STOWF, All Date: 09-02-04 Project No: 04125 S.E. CONSULTANTS Inc. 5800 East rnomos Rand. SBIteT04 !S BMI S-10 x (1Scottsdale. Fo)9-46-2010 80)916--1909 ' www.sacamItant.—