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rn i 0 76'-1" Lo INSIDE FACE OF STUD 0 ** TRUSS PLACEMENT CRITICAL FOR KITCHEN EXHUAST DUCTS ** +10'-0" A.F.F. w ** ** ** ** SW TYPE 3 12'-84" 4'-0" 8'-0" 4'-0" T.O. BR(TYPICAL) 7'-0" 21'-82" f 2 3'-6" p 1 3 10 1 10 A-8 7 w A-6 A-6 A-8 7 z z 9 F- V) a,00w I I I � O N } N m TR SS TYPE "Y" o EF-1 F-2 8 AT TOWER ELEMENT Y EEF-1 B.O. HDR ® +7'-2" 7 N 250# - w 7 0 = U II III T RO FTOP D11GT EXT NSION I I I co S REQUIRED (T)PICAL) I II I w Q 1 N 2 5 A�8 52 8d ® 4" OC ROOF SHTG TO TRUSS Q ENROOF SHTG 1 SW TYPE 8 Q o TRUSS CONNECTION PER MFR B.O. HDR © +7'-2" 7 4 I 1 1 I 1 I 1 1 1 I 1 11'-5" V-82" �� II 2'- 2X BLKG BTWN TRUSSES W/16d 2-114 14 SPA ES ® 4" O.C.-=28'-0" 19 PACES ® 2 0 C.= 8'-0" 3'-114" 0 6- OC TO TOP PLATE/BEAM CR D-3 3 6 3 6 4" TRUSS CONNECTION PER MFR 10 RT s ItW� EN o 4 o �_ H1 CLIP EA TRUSS (H2.5A 1 ^I 9501 Ibs 11 MULTI-PLY TRUSS) 10'-4i" 03" 2 TOP PLATES 2 4 RT -1 A-6 3 6 cS 950 I s z RTU-4L0 402 TRUSS END FRAMING 3 6 11'-141 12'-2i$l � 4 _ > Lc) 00 >>< Cw 0 r7 SW TYPE 3 I -H M O r__ c� `� 5 w Q Q:�_ 4 62 7-0" 5500# DR G ALIG WITH w O +10'-0" A.F.F. 7 SHEAR WALL EN FULL C� Ln T.O. BRG. PLATE 1 I' LENGTH OF TRUSSI 4 z [-- O (TYPICAL) 1C,000# DRAG ALIGN WITH Q 0 w `o SHEAR WALL EN FULL I 7 W ROOF SHTG LENGTH 0 TRUS o IFREQUIRED,HEAR CD N J a- ROUTE WATER HEATER 12 ao I � 1 AND RESTRO M EXH UST TO = w _ w • �r MAI TAIN AMIN. 11'-0" TOLn EN J A/C FRLSH AIR1 INTAKE TRUSS TYPE 'X" r 8 �c3:n rc3i:n 8 EF- 2X BLKG BTWN TRUSSES W/16d I o ® 6'° OC TO TOP PLATE/BEAMN N Lo DOUBLE TOP PLATELo All 10 DOUBLE TOP PLATE—/ 10 < PROVIDE 30" (2) CS16 STRAPS 2 3 PROVIDE 30" 2 CS16 STRAPS 1 TYPICAL U EN GIRDER TRUSS H1 CLIP EA TRUSS (H2.5A FROM 2x4 TO 2x6 PLATES, 15" A-7 A-7 FROM PLATESTOGIRDER TRUSS, A-7 � ® MULTI-PLY TRUSS) TRUSSES MIN. TO EACH SIDE 2x6 FRAMING @ RESTROOM WALL U� 15" MIN. TO EACH SIDE PER PLAN FACE OF STUD O m o 45'-4" 78'-11" 21'-10" O TOP PLATES PROVIDE 30" (2) CS16 STRAPS--/ U O }X ROOF FRAMING PLAN FROM PLATES TO GIRDER TRUSS, �, N< SCALE: I/4" = I'-O" SW TYPE 1 15" MIN. TO EACH SIDE GENERAL NOTES : o A. ROOF OPENINGS FOR A/C UNITS: �� o CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION f � 401 TRUSS END FRAMING WITH MFR. AND SUPPLY SHOP DRAWINGS FOR INSTALLATION. Lo S H EARWALL SCHEDULE B. IF REMOTE COMPRESSORS ARE USED, CONTRACTOR SHALL C) rl- FRAMING SOLE PLATE COORDINATE INSTALLATION WITH EQUIPMENT MANUFACTURER. _j co APA RATED SILL ANCHOR MEMBER AT CONNECTION C. SEE SHEET A-5 FOR DETAIL OF SCUPPERS, ROOF DRAINS, U SHEATHING PLATE BOLT$PACING ADJOINING TO BEAM/ ROOF PENETRATIONS AND PITCH PANS. o� PANEL EDGE BLOCKING TO RIM D. REFERENCE MECHANICAL SHEETS FOR RTU MOUNTING DETAILS. c0 3/8" ONE FACE E. STRUCTURAL DESIGN CRITERIA: Wf 8d 0 5 f$"0 X 10" 16d 0 1 fid 0 REFERENCE GENERAL NOTE, SHEET S-3. S" OC EDGE, 2X AS 0 46" OC 2X G" oc 8" OC F. TRUSS MANUF. TO SUBMIT SHOP DRAWINGS FOR APPROVAL, NOTE TO GENERAL CONTRACTOR: 12" OC FIELD I PRIOR TO FABRICATION. WHERE THE CEILING IS NOT TO BE ATTACHED DIRECTLY TO THE G. REFERENCE SHEET S-3 FOR DETAILS OF TRUSS PROFILES. UNDERSIDE OF THE TRUSES. THE TRUSSES SHALL BE LATERALLY MECHANICAL CURB (TYP.) 3/$" ONE FACE 2X 5f$„ X 1 O" 3X OR DBL 2X (2) ROWS 1 fid 4” H. ALL HORIZ. FRAMING LUMBER, INCLUDING 2x JOISTS, BEAMS AND >~ BRACED WITH CONTINUOUS 1" X 4" MEMBERS NAILED TO THE UPPER 4x6 BLKG W/ 8d 0 AS 0 14" OC W/(2) ROWS 16d 0 OC & HEADERS SHALL BE DENSE NO. 2 DOUGLAS FIR-LARCH OR BETTER. F�G\NE * b�� SIDEOF THE BOTTOM CHORD AT A MAXIMUM OF 6'-0" ON CENTER WITH 5/16" LAG SCREWS, 2.5" MIN. INTO 3 3" OC EDGE, " 5 f$ X 12 1 fid fi OC 4 OC LTP5 g TWO(2)-16D COMMON NAILS AT EACH INTERSECTION. THIS LATERAL BLKG AT 24" O.C. AROUND CURB (2) 12" OC FIELD 3X AB 0 22" OC STAGGERED STAGGERED 36" OC I. ALL WOOD STUDS SHALL BE STRUCTURAL N0. 2 F O BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-0". " " " DOUGLAS FIR-LARCH OR BETTER. PER MEMBER MIN. (TYP.) 3/8 BOTH SDS 1 f 4 1 fid 0 4 J. ALL BEAM SPLICES SHALL OCCUR OVER SUPPORT COLUMNS. _> v DECKING „ " � FACES W/ 8d 0 5/8-0 X 12 x 4-1/2n OC & w 'X' BRIDGING LAP HORIZONTAL BRIDGING C 4" OC EDGE, 3X " TJX K. VERIFY EXACT LOCATIONS OF MECHANICAL UNITS �O Q 20'-0" O.C. MAX. OVER TWO ADJ. TRUSSES. AB 0 14 OC SCREWS LTPS AND AT EACH END. 12" OC FIELD 0 4" OC 16" OC WITH MECHANICAL CONTRACTOR. 3/8" BOTH (�) ROWS SDS fid 4" L. ROOF TRUSSES TO BE 2'-6" MAX. IN DEPTH. IF DEEPER ROOF TRUSSES ARE REQUIRED, PLEASE NOTIFY ARCHITECT IMMEDIATELY. FACES Wf 8d 0 3X 5/8"0 }( 12" 3X /4- x ¢-1/2- OC & • g M. WHERE MULTIPLE TRUSSES ARE INDICATED, TOP CHORDS SHALL BE 2" OC EDGE, AB 0 9" OG SCREWS 0 $" TP5 0 fi 12" OC FIELD OC STAGGERED OC BOLTED WITH 1/2 INCH DIAMETER BOLTS AT 4'-0 O.C., OR AS SPECIFIED BY THE TRUSS MANUFACTURER. 2x4 LATERAL HUS46 TF HGR 1. SHEATHING TO BE 4'-0" X 8'—O" MIN EXCEPT AT BOUNDARIES OR AT CHANGES N. REFERENCE SHEET S-3 FOR STRUCTURAL NOTES. BRIDGING CONN. AT " KEYED NOTES TYPICAL EACH TRUSS W/(2) 16d NAILS IN FRAMING WHERE MIN WIDTH IS TO BE 16- (TYP). PROVIDE MIN 2X FRAMING w WOOD (LOCATE BRIDGING CLOSE TO W Z TRUSSES TRUSS PANEL POINTS) MEMBER AT ALL BOUNDARIES. 1 Q O ROOF SHEATHING TO BE 15/32 MINIMUM APA RATED SHEATHING. u� 2. 3X SILLS TO BE SINGLE MEMBERS AND REQUIRE STAGGERED NAILING. AT 3X NAIL 8d @ 6" OC EDGE, 12" OC FIELD MINIMUM. PANEL ID 32/16, z J " EXPOSURE 1, FACE GRAIN PERPENDICULAR TO FRAMING. Q SILL PLATES ANCHOR BOLTS TO BE 12 LONG. 2 PREFAB. WOOD TRUSSES AT 2'-0" O.C. MAX. (TYP) UNLESS NOTED o o 3. MIN 4" EMBEDMENT INTO CONCRETE. PROVIDE PLATE WASHER AT EACH BOLT. 3 ROOF OPENING FOR MECHANICAL SYSTEMS, REF. TO MECH. SHEETS o W o FOR SIZE OF ROOF PENETRATIONS. N Lu z 2x6 SUBPURLINS, TYP. TRUSS 4. 3X FRAMING MEMBERS TO BE SINGLE MEMBERS AND REQUIRE STAGGERED4 (2) 2x8 BETWEEN TRUSSES, HUS28-2 SIMPSON JOIST HANGER EACH END m w Q NAILING. 5 WOOD BRIDGING. REFERENCE DETAIL 02/S-2 W z 2x4 DIAGONAL BRIDGING. CONN. 6 REFER TO M-2 FOR A/C CURB MOUNTING DETAIL. W Q W/ (2) 16d NAILS. 5. SOLE PLATE TO BE 2X UNO ON PLAN. SOLE PLATE CONNECTION OCCURS C Z CONNECT AT END WALLS TO A �X4� 1 LONGI CONTRACTOR COORDINATE LOCATION OF 4x6 BLK G WITH LOCATION OF 7 WOOD HEADER 4x12 DF 2 WITH DOUBLE STUDS AT EACH END OF — o PT LEDGER, CONN TO BLOCK W 2 8"0 LONG MECHANICAL UNIT CURB CONNECTION POINTS. ADJUST POSITION OF MECAHNICAL ABOVE FOUNDATION PLATE LEVEL AT RAISED FLOOR AND/OR SECOND FLOOR OPENING (4" MIN. BEARING) a0 o O ANCH. BOLTS. CONN. WOOD T 0 WITH HURRICANE UNITS ±12" AS REQURED FOR CONNECTION TO 4x6. Q z STRAP AND (4) 10d NAILS EA. END. APPLICATIONS ONLY. ALL SHEARWALL NAILING TO SOLE PLATE TO BE STAGGERED O PROVIDE 2x4 FRAMED RETURN WALL AT RAISED PARAPET rn w — TOWER ELEMENT. REFER TO DETAILS #3 AND #4, SHEET A-8 T o LU Q BRIDGING DETAIL ME ��NICAL CURB DETAIL WHEN SPACING IS LESS THAN 4" OC. 9 CENTER LINE OF EXHAUST DUCT. VERIFY LOCATION IN FIELD. 4 0 o = z W 2 cq SCALE: SCALE: NONEVERIFY DUCT SIZE WITH MANUFACTURER. U `" w o 6. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. 10 ALL WALL FRAMING TO BE 2x4 WOOD STUDS @ 16" O.C. (U.O.N.) o L w o o O 7. PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM 11 2x4 BLOCKING @ 24" O.C. AT BOTTOM CHORD OF TRUSS FOR �� m N n � PLATE ON THE SIDE(S) WITH SHEATHING. FOR BRACING OF NON-LOAD BEARING EXTERIOR WALLS. 12 CLIP BOTTOM CHORD OF DRAG TRUSS TO TOP PLATES S - 2 W/ A35 & LTP4 CLIPS @ 12" O.C. (7) MIN. OF EACH