Laserfiche WebLink
a <br /> _ wg <br /> U <br /> LATERAL NOTES: <br /> W N <br /> 2P S� SHEAR WALLS PER SCHED BELOW Y j <br /> 1 T-1— HOLDOWNS PER SCHED BELOW •� �c <br /> Sw-1 -1 SW-1 Sw-1 z U <br /> WALL LINE PER LATERAL CALULATIONS 7 j <br /> O 'Ij k w 2x8LL 2 w <br /> U�`� �s ry I TOP OF WINDOWS -CONSTRUCTION OF EACH DIAPHRAGM PERKA <br /> U <br /> d 7 I AT MAIN <br /> AT 8� �9j1 STRUCTURAL NOTES ON SHEET SO W TO BE <br /> NOUNLS OTHERWISE -SHEAR WALL CONNECTIONS PER SW SCHEDULE •� N <br /> KITCHEN r1 -SEE SHEET SO FOR ADDITIONAL SHEAR WALL <br /> HS I I I DECK NOTES/HOLDOWN NOTES V/ w v <br /> DININ6I I WD PLEASE NOTIFY UPSTATE ENGINEERING OF ANY Q W <br /> ROOM H GREAT STRUCTURAL PLAN B- O HB ROOM i WINDOW OOR LOCATION CHANGES,PRIOR TO ~ <br /> O Y l] Q H.S. INSPECTION <br /> N <br /> N3 IN c ICI S <br /> � O LL � II II II N <br /> � � I Ixl IXI I I NI <br /> UPSrArPs<�,P <br /> TYP O L 5'-10" 5'-0' 7YP <br /> l T-1 1 T-1 <br /> 24' 4 ".0. VEN TO ROOF l" w' W- µ. <br /> 2xB 6A5 FIREPLACE <br /> WALL WALL INS ALL PER MFD. G5. (EGA) <br /> $ � <br /> --- r--- ---�- Y oo� .2 0 �� <br /> OL--- 39'REFG � _ — iv iv WNt� H DO 12GL_% I dot) FSS ONALEE�G\?� <br /> ,3WALL�J OM NCARPET II = TYP <br /> I$ PRIMARY 2 <br /> OM <br /> BEDROOM <br /> la S (D l p BEDRORPET 3 <br /> TWO 2040 <br /> CARPET I AB 16HT, PLANT SHELF rn <br /> � Im <br /> vti la 14'-2" 2'-4' Z <br /> +36"OPEN RAIL 00 O 0 J <br /> O 2'-4• 13'-8" 6 Kp I 2 iV LLI < <br /> vx '-2" w <br /> 7 6,�x y,�x 6,INA 2668 0 <br /> SHEAR WALL AND HOLDOWN NOTES <br /> 2468 a 25KY�LIGHT I � Z <br /> N AN <br /> Aay. I p A I _—P45 _ SW-1_ LINEN o] <br /> OBA vro (1) HOEDOWNS TO BE SIMPSON OR EQUIVALENT WHERE EQUIVALENT IS U Q <br /> LH.5. 50 cFM — I g Dom 5 iv POWDER LAUNDRY11 2668 PERMITTED. LOCATE HOLDOWNS AT ENDS OF SHEARWALLS,UNO. INSTALL [[ <br /> TUB/SFIOP✓ER RISERS µ.S. m 5068 BI-FOLD BATH PER MANUFACTURER RECOMMENDATIONS FOR FOUNDATION MINIMUM END ILL <br /> 3 R.O.=5'0-14"= W.H. H5. `a H.S. DISTANCE AND EMBEDMENT. EXTEND,THICKEN,DEEPEN,ETC.FOUNDATION (n <br /> FAN <br /> y N SEE��' 'O 0 OFM L AN'0 CIFMI j ro TO MEET THE MANUFACTURER'S SPECIFICATIONS. <br /> N W.I.G. FAN <br /> 220220.16HT SW-1 w GPT. m o OVTO GFM N (2) CONSTRUCT CRIPPLE WALLS AND PONY WALLS TO MATCH SPECIFICATIONS <br /> 5KYO ABV, n a OF THE SHEAR WALL ABOVE. CONSTRUCT GABLE END WALLS TO MATCH <br /> 3oeo 1 AN SPECIFICATIONS OF THE SHEAR WALL BELOW. CONSTRUCT CLERESTORY <br /> T-2' S'-4' 4'-0• W/5020 Q so CFM �i �s\+OwER•`*+ WALLS PER SWA,UNO.ALL EXTERIOR WALLS TO BE CONSTRUCTED PER <br /> O x 4 TRANS. <br /> FOYERS r (s.GJ I � ¢ � � SW-1,UNO. <br /> BEDROOM I2'-0'cL6 FLEX — <br /> THREE p y� ROOM P45 —— (515) i \ (3) 3X OR DBL 2X SILL PLATE REQUIRED. <br /> O GAT o d � 12'-O"GEILING Nl F SW <br /> 1 Sw 1 WA (4) USE THREADED ROD AND COUPLER AS REQUIRED. <br /> IN <br /> 4 m Id 6020 TRANS.ABV. SET TOP OF —TOP of TRANSOM (5) COMMON NAILS,UNO: 8d=0.131"x 2'/," <br /> (S.GJ _ TRANS.o AT FLEX RM. TYP 10d=D.148"X 3" <br /> m 11'-0° TO BE AT 11'-0" 12d=0.148"x 3'/p <br /> ( R`) PORCH 4 UNLESS OTHERWISE <br /> NOTED 16d=0.148"x 31/," <br /> OA ———__COW,_ (6) INSTALL H1 CLIPS AT EACH TRUSS/RAFTER END. INSTALL A35 @ 24'OC AT <br /> Sw-1 W-1 EACH GABLE END AND RIM JOIST(OR SOLID BLOCKING)TO TOP PLATE AND <br /> 2 MUDSILL CONNECTION,LINO. WHERE SPACING TIGHTER THAN 24"OC IS <br /> 1 SPECIFIED,INSTALL A35 CLIPS FROM SOLID BLOCKING TO DBL TOP PLATE, <br /> TYP 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 /> '4=1'o" 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. UPsrnre Joaz <br /> (9) ALL SHEATHING TO BE APA RATED. SEE GENERAL STRUCTURAL NOTES. oRA BY .: <br /> JBG amg <br /> Date: 6/62023 RWSION onrs: oEscRiP Fi <br /> HOLDOWN SCHEDULE Job N: 1691 5/2/2023 VERSION 1 <br /> MARK HOLDOWN/ FASTENERS TO FOUNDATION <br /> STRAP-0) 2-STUDS MIN U.N.O. ANCHOR"(1X4) COMMENTS <br /> T-1 MSTC40 (8)-16d sinkers to eaeb N/A <br /> wetted element <br /> T-2 MSTC48B3 10d NAILS-(12)FACE, (4) N/A TO BEAM/f]DR/DBL IST <br /> BTA(38)FRAMING BELOW PERPLAN aPPRovus <br /> T-3 STHD14114RJ (38y(30)-16d N/A <br /> T-4 HDU5-SDS2.5 (l4)-SDS0.25x2.5 SSTB28 <br /> WOOD SCREWS <br /> SHEARWALL SCHEDULE Date: 6/62023 <br /> lab#: 1691 <br /> MARK SHEATHING-APPLY TO SHEATHING EDGE NABS'(5) BASEPLATE ROOF TO FPLATE, SILL PLATE ANCHORS w/ <br /> ,(2) 2x BE STUDS @ 16"o/c ALL EDGES BLOCKED NAILS"(5) FLOOR TO TOP PLATE 3".3"x 1/4"WASHERS"(8) <br /> U.N.O.BELOW*(9) (do not pmeMe pwt flush) &SILL PLATE"(6) <br /> SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 12"o/c H51 24:,1,o/c 5/8"0x10'AB's @ 60"o/e <br /> or A35 24"o/c <br /> SW-2 7/16"OSB 8d@4"o/c(12"a/c field) 16d@ 6"o/c A35@ 16"o/c 5/8"0x10"AB's@ 48"0/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) Id @ 2"Ne ered 16d @ 3'o/c A35 @ 8"o/c 5/8"0x10"AB's @ 24"o/c"(3) `J`2 <br />