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HomeMy WebLinkAbout2495-45M H W a b c --- a-HORIZ. BAR 5'-1" TO 6'-0" 12'-9" #5 AT 24" #5 AT 24" #4 AT 24" #4 AT 24" 8" 6'-1" TO 7'-0" 3'-0" #5 AT 24" #5 AT 24" 8" b -VERT. BAR -- - --5 ` 4--164 PER STUD -����� AT I OF WALL 3' -- 4" 5 AT 24 AT 24 5 AT 24 8" FIN. GR. STRAP TYP, & SHALL NOT BE OVER DRIVEN THRU OUTER FACE. 7. SEE PLANS FOR PLYWOOD THICKNESS � 8. 2x4 SOLID BLKG u •Nl + 0 LLj 'S::-� FIN. G R .-T�- CONT. 3-16d/BLK eQ. EQ. Q LD _-- — V) 2-2X CONT P_ 'S - % °! •� oe r --- 2X STUDS © 16" 1. USE THIS SECTION WHEN PARAPET c WALL HT. FROM TOP IS 4'-0" OR LESS. SEE APPROPRIATE DETAIL FOR WALLS GREATER THAN 4' -0" 2. ADD A35 BENT (cam) ANCH. @ 4'-0" G ROOF LINE WHEN ROOF JOIST SPCG IS 24" © 00 3-#4 CONT. Of _Z W Q DOUBLE HEADER I _-- _-`' Qc � C- BAR M H W a b c NOMINAL 5'-1" TO 6'-0" 12'-9" #5 AT 24" #5 AT 24" #4 AT 24" #4 AT 24" 8" 6'-1" TO 7'-0" 3'-0" #5 AT 24" #5 AT 24" 8" �, STUDS @16 —� -- - --5 ` 4--164 PER STUD -����� T- 1 " TO 8' -- 0" 3' -- 4" 5 AT 24 AT 24 5 AT 24 8" FOR STACK BOND WALLS PROVIDE b BARS AT 16" (USE OPEN END UNITS) FREESTANDING MAS. WALL SCHED, — 2 X STUDS @ 16" 9 EXTERIOR BEARING WALL AT ROOF -- DIAPH. NAIL'G. SEE PLAN FOR PLYWOOD SIZE ,-- 2 X PLATE W/16d SIMPSON FOR BEAM AND NAIL SPCG - STAGGERED SEE SCHED F" FMG. SIZE SEE HANGER FRAMING PLAN i DBL JET --' - SEE PLAN FOR JOIST SIZE DOUBLE JOIST UNDER WALL 10 ROOF JOIST TO BEAM 'SIMPSON' PLYWOOD EDGE NAILING 2x BLOCKING SHAPED AT B01 --- 2x CONT. SHAPED AT TOP SHAPED 4x RIDGE BEAM r,r-r- M AKi rnn ri-7r- — PLYWOOD SHEATHING A 34 ANCHOR EACH RAFTER 'SIMPSC HURRIC ANCHOf TYPICAL RAFTER TYPICAL SECTION AT RIDGE SUPPORT OVERHANG HU HANGER. FOR ROOF JOIST SIZE SEE FMG. PLAN ROOF RAFTERS. TOP CHORD OR PURLIN BEYOND SEE PLAN - 2X BLOCK ® 4'-0" O/C BTWN. RAFTERS W/2 -16d EA. EN D EEL P_ CONT. W/2 -16d PER BLOCK NON--BRG. PARTITION SEE PLAN 61 NON—BEARING WALL AT PURLIN SPLICE WHERE OCCURS SEE PLAN WOOD BEAM `-- END POST CAP SIMPSON "ECC" POS_ OR EQUAL SIMF OR -- WOOD POST SEE PLAN - -- END SPLICE OR CONT 71 WOOD BEAM TO WOOD POST AT ROOF AND FLOORS:— PROVIDE SOLID 2x BLOCKING AT ALL EDGES AT ROOFS: -- — -- PROVIDE 'SIMPSON' SHEATHING CLIPS AT MIDSPAN, TYP. WHERE REQUIRED SHEATHING -- o 0 0 51 2x3 BRIDGING 2-8d EA. END Q�z4 7 WW�oJU / ,-RAFTER �����W� CLb ���w �C, _,49�w2wxitx Rod -- PLYWOOD BOUNDARY NAILING 2--2X CONT IL 'S -- - 1. SEE PLAN hqb ST 2. 2 INDICATES EDGE NAILING. --� PLYWD SHTG SEE PLAN 2X CRIPPLE = Ca) 12" - ROOF SLOPE SEE ARCH �, STUDS @16 —� DWGS --- 4--164 PER STUD -����� RESISTANT BRIDGING , -�M SHEATHING r -- 2x ROOF JOIST TO ROOF JOIST NAILS SHALL HAVE MIN.3/8" EDGE DISTANCE STRAP TYP, & SHALL NOT BE OVER DRIVEN THRU OUTER FACE. 7. SEE PLANS FOR PLYWOOD THICKNESS � 8. 2x4 SOLID BLKG u •Nl + 0 `.. DOUBLE HEADER CONT. 3-16d/BLK eQ. EQ. Q LD _-- 2X SOLID BLKG CONT 2-2X CONT P_ 'S - % °! •� oe 3-16d/BLK \ 2X STUDS © 16" 1. USE THIS SECTION WHEN PARAPET c WALL HT. FROM TOP IS 4'-0" OR LESS. SEE APPROPRIATE DETAIL FOR WALLS GREATER THAN 4' -0" 2. ADD A35 BENT (cam) ANCH. @ 4'-0" G ROOF LINE WHEN ROOF JOIST SPCG IS 24" EXTERIOR BEARING WALL AT ROOF -- DIAPH. NAIL'G. SEE PLAN FOR PLYWOOD SIZE ,-- 2 X PLATE W/16d SIMPSON FOR BEAM AND NAIL SPCG - STAGGERED SEE SCHED F" FMG. SIZE SEE HANGER FRAMING PLAN i DBL JET --' - SEE PLAN FOR JOIST SIZE DOUBLE JOIST UNDER WALL 10 ROOF JOIST TO BEAM 'SIMPSON' PLYWOOD EDGE NAILING 2x BLOCKING SHAPED AT B01 --- 2x CONT. SHAPED AT TOP SHAPED 4x RIDGE BEAM r,r-r- M AKi rnn ri-7r- — PLYWOOD SHEATHING A 34 ANCHOR EACH RAFTER 'SIMPSC HURRIC ANCHOf TYPICAL RAFTER TYPICAL SECTION AT RIDGE SUPPORT OVERHANG HU HANGER. FOR ROOF JOIST SIZE SEE FMG. PLAN ROOF RAFTERS. TOP CHORD OR PURLIN BEYOND SEE PLAN - 2X BLOCK ® 4'-0" O/C BTWN. RAFTERS W/2 -16d EA. EN D EEL P_ CONT. W/2 -16d PER BLOCK NON--BRG. PARTITION SEE PLAN 61 NON—BEARING WALL AT PURLIN SPLICE WHERE OCCURS SEE PLAN WOOD BEAM `-- END POST CAP SIMPSON "ECC" POS_ OR EQUAL SIMF OR -- WOOD POST SEE PLAN - -- END SPLICE OR CONT 71 WOOD BEAM TO WOOD POST AT ROOF AND FLOORS:— PROVIDE SOLID 2x BLOCKING AT ALL EDGES AT ROOFS: -- — -- PROVIDE 'SIMPSON' SHEATHING CLIPS AT MIDSPAN, TYP. WHERE REQUIRED SHEATHING -- o 0 0 51 2x3 BRIDGING 2-8d EA. END Q�z4 7 WW�oJU / ,-RAFTER �����W� CLb ���w �C, _,49�w2wxitx Rod WA coM M c 1. - hqb ST 2. 2 INDICATES EDGE NAILING. =1 Od , 3. = Ca) 12" 20 GA. RUST ----- LONG DIMENSION OF PLYWOOD SHALL_ RUN ACROSS JOISTS OR RAFTERS. W-006 � off j?3aWL�tLlpWi%;n0Cdw U. o PC� 0 Q 5OLI D BLKG. WHERE PIPING ~ WOOD OCCURS (D a coM M c 1. - =10d ST 2. 2 INDICATES EDGE NAILING. =1 Od -- 3. = Ca) 12" 20 GA. RUST ----- LONG DIMENSION OF PLYWOOD SHALL_ RUN ACROSS JOISTS OR RAFTERS. --- _._- RESISTANT BRIDGING , -�M SHEATHING 2'-O"x4'-O" MIN. SIZE OF PLYWOOD z - NAILS SHALL HAVE MIN.3/8" EDGE DISTANCE STRAP TYP, & SHALL NOT BE OVER DRIVEN THRU OUTER FACE. 7. SEE PLANS FOR PLYWOOD THICKNESS AND TYPE. 8. �1 C� + 0 `.. DOUBLE HEADER eQ. EQ. Q LD °! •� oe \ M ETAI IOPTIONAI. AT ROOF) c W °C MAXIMUM SPACING OF BRIDGING FOR ALL JOISTS MORE THAN 8" IN DEPTH: 2 HALF LENGTH-` FLOOR JOISTS----�------- 8'-0" O.C, 14d NAILS EA. END ROOF JOISTS -------- 10'-0" 0. C. 41 WOOD FRAMING CROSS—BEARING 51 FRAMING AT OPENING �.-_-,; PROVIDE 1/8" GAP AT PANEL EDGES AND ---- 1 "-.•- 1 1o c c PLYWOOD SHEET JOISTS OR RAFTERS /1 GAP AT AN "L END. 1. - =10d ST 2. 2 INDICATES EDGE NAILING. =1 Od -- 3. = Ca) 12" HANGER LONG DIMENSION OF PLYWOOD SHALL_ RUN ACROSS JOISTS OR RAFTERS. --- _._- SIMPSON MST Aro 2'-O"x4'-O" MIN. SIZE OF PLYWOOD SHEET. - NAILS SHALL HAVE MIN.3/8" EDGE DISTANCE STRAP TYP, & SHALL NOT BE OVER DRIVEN THRU OUTER FACE. 7. SEE PLANS FOR PLYWOOD THICKNESS AND TYPE. 8. STAGGER PLYWOOD END JOINTS. `.. DOUBLE HEADER eQ. EQ. Q LD \ wW 0 Of IENING Li cl LL_ © 00 _Z W Q DOUBLE HEADER I _-- _-`' Qc � - 2x SOLID DLK'G, TYP, .DTL, SIM, AT 2 JOIST SPACES MAX. , MECH, UNIT 51 FRAMING AT OPENING �.-_-,; PROVIDE 1/8" GAP AT PANEL EDGES AND ---- 1 "-.•- 1 1o c c PLYWOOD SHEET JOISTS OR RAFTERS /1 GAP AT AN "L END. 1. 1 INDICATES BOUNDARY NAILING. =10d @ 6" 2. 2 INDICATES EDGE NAILING. =1 Od @ 6" 3. Q3 INDICATES INTERMEDIATE NAILING. =10d Ca) 12" 4. LONG DIMENSION OF PLYWOOD SHALL_ RUN ACROSS JOISTS OR RAFTERS. 5. 2'-O"x4'-O" MIN. SIZE OF PLYWOOD SHEET. 6, NAILS SHALL HAVE MIN.3/8" EDGE DISTANCE & SHALL NOT BE OVER DRIVEN THRU OUTER FACE. 7. SEE PLANS FOR PLYWOOD THICKNESS AND TYPE. 8. STAGGER PLYWOOD END JOINTS. .s 81 PLYWOOD SHEATHING LAYOUT AND NAILING FOR FLOORS AND ROOF 0(j(1) 4:)a0Tit) Q d> �._ ZW 0a'n�n 46 0 6) 0 ►— v 6i z Z w �"crUov� 3 S-1.1 DWG; ,NO. 2495, SHEET 45 of 69 AS BUILT 10/19/98 12 cf) 0 00 L � -a .0 M Drown by Print Dotes 10/23/98 Checked by Date Job dumber Sheet 3 S-1.1 DWG; ,NO. 2495, SHEET 45 of 69 AS BUILT 10/19/98