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O O O O cj <br /> C 3 <br /> Lu <br /> 0 <br /> U <br /> LATERAL NOTES: CEO PE <br /> w� <br /> T- T1 P T- T- T- Q�-& S� SHEAR WALLS PER SCHED BELOW � Y j <br /> b+a � HOLDOWNS PER SCHED BELOW "L g <br /> �R <br /> O9060 O.H.6ARA6E DOOR 16050 O.H.GARAGE DOOR SW 3 T-1 WALL LINE PER LATERAL CALULATIONS ^, 6 j <br /> I I 2w <br /> D CONSTRUCTION OF EACH DIAPHRAGM PER (5 U) <br /> I I I v STRUCTURAL NOTES ON SHEET SOLa <br /> N o <br /> I -SHEAR WALL CONNECTIONS PER SW SCHEDULE <br /> I I I I <br /> I I I fl•Q� to -SEE SHEET SO FOR ADDITIONAL SHEAR WALL <br /> I I a NOTES/HOLDOWN NOTES UJ w v <br /> PLEASE NOTIFY UPSTATE ENGINEERING OF ANY a w <br /> I STRUCTURAL PLAN REVISIONS,INCLUDING <br /> L LINE OF O.H.DOOR —__J L,_LINE OF O.H_DOOR_______ ____J WINDOW/DOOR LOCATION CHANGES,PRIOR TO _ <br /> IN UPRIGHT POSITION IN UPRIGHT P051TION Z-4. T,_2. fV INSPECTION N <br /> N <br /> n FOYER <br /> uvsrATE STAMP <br /> TYP 9 H.S. NP 5��. T���. 6'�" <br /> 2 N I p T-4 4 <br /> 6ARA5E <br /> d 10 t, M. <br /> GONG HEAT DETECTOR <br /> W-4 W- W- P of A 9 <br /> TO BE INTERCONNECTED w O <br /> TO THE ALARM IN o <br /> THE HALLWAY THAT T-4 T-4 "F RIPS 16 60"X i (EGRESS) <br /> WILL PROVIDE �2"! <br /> a'"OCCUPANT NOTIFICATION rO g Fp2-6" ' --I- in _,n o'��`AfC STERN'��4W <br /> i <br /> 442 <br /> SW-4 TOP OF WINDOWS SS/ONAL ENG <br /> ————————————————— <br /> ——— <br /> C) AT LOWER FLOOR T-3 <br /> ----------------------------- I 50 GFM O: TO BE AT B'-O" 616/2023 <br /> UNLE55 OTHERWISE <br /> 'ry O NOS TYP <br /> v I I r <br /> ATH ! BONUS <br /> L.1 1 ROOM <br /> P!5 +36"OPEN d) CARPET y <br /> t —_---_— RAIL N <br /> 1212• 9'-6" iv 5'-0' 5066 BI-FOLD <br /> UP 16 z <br /> FLIP_LINE ABV_ RISERS T-3 O T-3 /S1 co <br /> >4'TALL '% 7�_2. T- t J_ <br /> i- 6 4066 BI-FOLD Q <br /> >4'TALL (� <br /> ry FURN O HWi r SGELL FULL HT O Q IV 13 Q <br /> O 3066 - -- SHEAR WALL AND HOLDOWN NOTES a <br /> v Pes fi 110 <br /> � Z <br /> H � <br /> OD s1 (1) HOLDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS C Q <br /> INS.4 WS. PERMITTED. LOCATE HOLDOWNS AT ENDS OF SHEARWALLS,UNO. INSTALL cr M <br /> �6'-6" 1a'-4• 5'-4^ 5'-a• 14'-2• PER MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END F_ LL <br /> - ORAWL5FAGE DISTANCE AND EMBEDMENT. EXTEND,THICKEN,DEEPEN,ETC.FOUNDATION cf) <br /> TO MEET THE MANUFACTURER'S SPECIFICATIONS. <br /> CO (2) CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH <br /> SPECIFICATIONS <br /> OF THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH <br /> SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br /> WALLS PER SW-1,UNO.ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br /> SLAB ON GRADE SW-1,UNO. <br /> (3) 3X OR DBL 2X SILL PLATE REQUIRED. <br /> J <br /> O (4) USE THREADED ROD AND COUPLER AS REQUIRED. <br /> (5) COMMON NAILS,UNO: 8d=0.131"x 27," <br /> 1 Od=0.148"x 3" <br /> 12d=0.148.x 3'/z' <br /> 16d=0.148"x S/4" <br /> O (8) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 0 24"OC AT <br /> EACH GABLE END AND RIM JOIST(OR SOLID BLOCKING)TO TOP PLATE AND <br /> MUDSILL CONNECTION,UNO.WHERE SPACING TIGHTER THAN 24'OC IS <br /> SPECIFIED,INSTALL A35 CLIPS FROM SOLID BLOCKING TO DBL TOP PLATE, <br /> AND INSTALL H1 OR H2.5 CLIPS TO EACH TRUSS/RAFTER END. LTP4,LTP5 OR <br /> LS50 CAN BE SUBSTITUTED FOR A35 CLIPS PER SIMPSON. <br /> (7) MINIMUM 3X OR DBL 2X STUDS REQUIRED AT ABUTTING PANEL EDGES. DBL <br /> STUDS TO BE LAMINATED W/(2)16d 0 6"OC. <br /> LOWER FLOOR SHEAR WALL LAYOUT (8) ANCHOR BOLTS SHALL BE EMBEDDED 7'MINIMUM INTO CONCRETE. MIN(2) <br /> BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 2"OR LESS <br /> THAN(7)BOLT DIAMETERS FROM EACH END OF THE PIECE. MUD SILL TO BE 2X <br /> MINIMUM AND PRESSURE-TREATED. UPSTATE Doer <br /> (9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. oMNM9Y: cNEcxeDer: <br /> JBG amg <br /> Date: 6/6/2023 RENSION WE: DESCRIPTION: <br /> HOLDOWN SCHEDULE Job 4, 1691 5/2/2023 VERSION 1 <br /> HOLDOWN/ S(W14)0OD <br /> NERS TO FOUNDATION <br /> MARK STRAP+I S MIN U.N.O. ANCHOR+(1)(4) CONA/ENTS <br /> T-1 MSTC40 inkers to eachN/A <br /> ted elementT•2 MSTC48B3 (12)FACE, (4) N/A TO BEAM/HDR/DBL IST <br /> )FRAMING BELOW PER PLAN APPROVALS <br /> T-3 STHD14/14RJ30)-16d N/A <br /> T-4 HDU5-SDS2.5D50.25x2.5 SSTB28 <br /> SCREWS <br /> SHEARWALL SCHEDULE D- 6/6/2023 <br /> Job#: 1691 <br /> SHEATHING-APPLY TO SHEATHGIG EDGE NAB.3+(5) ROOF TO TOP PLATE, <br /> MARK BASE PLATE SILL PLATE ANCHORS <br /> +*(2) 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAI.S+(� FLOOR TO TOP PLATE ;"x 3"x 1/4"WASHERS+(80 <br /> ) <br /> U.N.O.BELOW+(9) (do oa preetore,pt flush) SILL PLATE"6 <br /> SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d@ 12 o/c HI@ 24"1 <br /> /1 <br /> 5/8"Ox10"AB's@ 60"o/c <br /> or A35 24"o/c <br /> SW-2 7116"OSB 8d @ 4"o/c(12"o/c field) 16d @ 6"o/c A35 @ 16"e/c 5/8"Ox10"AB's @ 48"o/c <br /> SW-3 7/16"OSB+(7) 8d@3"o/c(12"o/c field) 16d@ 4"o/c A35@ 12"o/c 5/8"0x10"AB's@ 36"o/c ^A <br /> SW-4 7/16"OSB+(7) 8d @ 2"o/c sta88emd 16d @ 3"o/c A35 @ 8"o/c 5/8"Ox10"AB's @ 24"o/c+(3) `J 2 <br /> 12"o/c field <br />