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HomeMy WebLinkAbout43 Autumn Dr plan 3TABLE 2. GENERAL NAILING SCHEDULE ran ffl 017''AMING BLOCKING TO RAFTER (TOE —NAILED) 2-8D 2-1 OD EACH END RIM BOARD TO RAFTER (END —NAILED) 2-16D 3-16D EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE —NAILED) 4-16D 5-16D AT JOINTS STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. HEADER TO HEADER (FACE —NAILED) 16D 16D 16" O.C. ALONG EDGES FLOOR 77777-7-7 JOIST TO SILL, TOP PLATE OR GIRDER (TOE —NAILED) 4-8D 4-10D PER JOIST BLOCKING TO JOIST (TOE —NAILED) 2-8D 2-10D EACH END BLOCKING TO SILL OR TOP PLATE (TOE —NAILED) 3-16D 4-16D EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE —NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE —NAILED) 3-8D 3-10D PER JOIST BAND JOIST TO JOIST (END —NAILED) 3-16D 4-16D PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE —NAILED) 2-16D 3-16D PER FOOT ROOF E 7777777�. WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8D 10D 6" EDGE 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O,C. 8D 10D 4" EDGE 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8D 10D 6" EDGE 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS 8D 10D 6" EDGE 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8D 10D 4" EDGE 4" FIELD CEi NG SHEATHING, AT GYPSUM WALLBOARD 5D COOLERS 7" EDGE 10" FIELD LL MIN!.� SHE WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. 8D 10D 6" EDGE 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8D 1 3" EDGE 6" FIELD 1/2" GYPSUM WALLBOARD 5D COOLERS 7" EDGE 10" FIELD FcaoR WOOD STRUCTURAL PANELS I" OR LESS 8D 10D 6" EDGE 12" FIELD GREATER THAN 1" 10D 16D 6" EDGE j 6" FIELD 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL> REQUIREMENTS. NAILS— UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON , i vIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED, TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110, GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, TABLE 2. GENERAL NAILING SCHEDULE TABLE 6. TOP PLATE SPLICE SPLICE LENGTH (FT.) 12 1 16 20 24 28 32 1 36 140 150 160 170 180 MMONA. ,PER EACH.. F 2 4 6 8 8 NP NP NP NP NP NP NP NP 4 4 6 7 8 10 12 14 16 NP NP NP NP 6 4 6 7 8 10 12 14 16 20 24 NP NP 8 4 6 7 1 8 110112 14 16 20 24 28 32 NP= NOT PERMITTED TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL. 110 TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES I Pony wall height, 12' Max. total wall height 10, Max. height ALL,,rHEIG HT FT; UPLIFT 8 10 12 14 16 18 STUD SPACING (LB.) q r PL TO $T1UD:,.­. I\ '16 Fr� D C N, NAIL 12" O.C1 127 2 2 2 2 2 2 16" 0.(; 169 2 2 2 2 2 2 -1 253 2 2 2 3 3 3 TABLE TAKEN FROM— AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH TA -I - - EXPOSURE B WIND ZONE, - . I I - .1 ­­ -1 ­ ___ -1 - . I - - - I I - - -- 20 F" OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (two braced wall segments) Extent of header (one braced wall segment) Min. 3" x 11-1/4" net header Header shall be Top plate 0 0 0) fastened to the continuity is > king stud with required per 6-16D sinker nails R602.3.2 0- C oo Minimum 1000 lb header -to - jack -stud strap shall be centered U) at bottom of header and installed P_ -0 on backside as shown on 00 4) side elevation 00 0 0 2' to 18' (finished width) 4) Braced wall line with ---Min. number of continuous sheathing studs shown 00 No. of jack studs Full-length '0 0 king stud per table R502.5(1 &2) Side Elevation Min. 1000 lb tension strap,, Strap shall be centered at bottom of header. Sheathing filler if needed 1116d sinker nails in 2 rows @ 311 O.C. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Full-length king studs 3/8" min. thickness wood structural panel sheathing 2 Anchor bolts per R403.1.6 required Foundation per code Not to scale Fasten sheathing to header with 8d common nails in 3-in. grid pattern as shown and 3 in. o.c. in all framing (studs and sills) typ. For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur within the middle 24 in. of wall height. One row of 3 in, o.c. nailing is required at each panel edge. Min. length based on 6:1 height -to -width ratio. For example: 16 in. min. for 8 ft. height. Tl`z. N I TYP. HAKE DETAIL SCALE 1-1/2- = 1'-0- SIDING (SEE ELV "TYVEK" HOUSEW 1/2" CD' PLYW( 2X6 @ 15" O.C. 6 MIL. POLY VA 1 '2" GYP. BOAT 77 ,,/ m r-:- v -r r-- rz) i n r,) \A/ A I I AUTUMN DO` R I VrEw @ 2021 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERII OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET".