Pullman

E WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1, 2001 EDITION NAILING SCHEDUL # OF COMMON JOINT DESCRIPTION NAILS NAIL SPACING ROOF FRAMING e RAFTER TO TOP PLATE (TOE—NAILED) 3-80 ‘PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8) PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE~NAILED) 8-160 EACH LAP CFILING JOIST TO LAPS OVER PARTITIONS (FACE~NAILED) 8-160 EACH LAP COLLAR TIE TO RAFTER (FACE—NAILED) 3-100 PER TIE END BLOCKING TO RAFTER (TOE-NAILED) 2-8) EACH END RIM BOARD TO RAFTER (END-NAILED) 2-160 EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACED NAILED) 2-160! PER FOOT TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-160 JOINTS EACH SIDE STUD TO STUD (FACE NAILED) 2-160 24" 0. HEADER TO HEADER (FACE-NAILED) 16D 16” 0.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-160 PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-160! PER FOOT ENDJOIST, OR BLOCKING (FACE-NAILED) FLOOR FRAMING JOIST TO SILL, TOP PLATE OF GIRDER (TOE~NAILED) 4-8 PER JOIST BRIDGING TO JOIST (TOF~NAILED) 2-80 EACH END BLOCKING TO JOIST (TOE~NAILED) 2-8) EACH END BLOCKING TO SILL OR TOP PLATE (TOE~-NAILED) 3-160 EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-160 EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER JOIST BAND JOIST TO JOIST (END-NAILED) 3-160 PER JOIST BAND JOIST TO SILL OF TOP PLATE (TOE-NAILED) 2-160! PER FOOT ROOF SHEATHING STRUCTURAL PANELS 8-0 6” EDGE/12°FIELD DIAGONAL BOARD SHEATHING 1°X6" OR 1°XB" 2-80 PER SUPPORT 1°X10" OR WIDER 3-80 PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD #6 x 1-5/8 SCREW 7” EDGE/10” FIELD WALL SHEATHING STRUCTURAL PANELS aD 6” EDGE/12°FIELD FIBERBOARD PANELS 7/16" 605 3° EDGE/6” FIELD 25/32” ap? 3” EDGE/6” FIELD GYPSUM WALLBOARD #6 x 1-1/2 SCREW 7” EDGE/10” FIELD HARDBOARD 8D 6° EDGE/i2°FIELD PARTICLEBOARD PANELS a (SEE MANUF.) DIAGONAL BOARD SHEATHING “1°K6" OR 1X8” 2-80 PER SUPPORT 1°X10" OR WIDER 3-80 PER SUPPORT FLOOR SHEATHING FI STRUCTURAL PANELS 1” OR LESS 8D 6” EDGE/12°FIELD GREATER THAN 1” 100 6” EDGE/6'FIELD DIAGONAL BOARD SHEATHING 1X6" OR 1°X8” 2-80 PER SUPPORT 4°X10" OR WIDER aD PER SUPPORT NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON—CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON—CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO

ED 3 INCHES ON—CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH, . WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1—16D NAIL PER FOOT. CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED, CHECK BUILDING CODE OF Nw FOR ADDITIONAL REQUIREMENTS. H2A WHERE STUDS AND RAFTERS ALIGN WALL STUD ei SILL PLATE H2,54 WHERE STUDS AND LSTA18& RIDGE STRAP @ EACH RAFTERS DO NOT ALIGN RAFTER RIDGE TYPICAL UPLIFT CONNECTIONS SCALE: NTS BORED HOLE MAX 5 DIAMETER 40 PERCENT OF @TUD DEPTH =. a jy 1M, MAN. TO EDGE 4 STUD |--Yis W. MiN, YO DGE 44 NOTCH MUST NOT EXCEED 26 ? : PERCENT OF STUD DEPTH F ; BORED HOLES BHA NO) Za IF HOLE 15 BETWEEN 40 PERICENT AND LOCATION THE SAE ORO 4 a 60 PEKLENT OF STUD DEPTH, THEN STUD SECTIGN OF CUT OR NOTCH IN aTup for St! vah = 25.4 mm, NOTE: ( ondaive fas exterigs and beaming walls. SUCCESSIVE STUDS ARE AORED ia MUST BE DOUBLE AND: NO MOAT TAS a FIGURE RG02.6(%) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS: P amene! Sranaeeorene af > a — g For Sk | inch “25.4 sum, | Sout 394.8. FIGURE RECT.A2 DECK GUARD 8507.12.1 Gaard post attachmest. Guard posts shail be attached to the inside or outside face of the rim joists or end joists in accordance with Figure R507.12.1(5} and R507.12.1(2). Hold-down anchors shall have a sainimum capacity of 1,800 pounds (8006 'N). RS07.13 Deck stairs. Deck stairs shail be constructed in accordance with dis section and Section B311-7. ‘Where & flight off staies y boos @ vortioat rise greater then thet reqtired per Saction R341.7.3, an tattamnediiate landing shall be geovided in anoondanns with _,. ‘ Section R31 1.7.6 and designad as a free-standing deck in accondance with Section 507,50. ° DECK RAILING DETAILS TYPICALSHEARWALL —_—s~—iéisd| Top Plate(s) End Stug Shear , ice ramen Blocking ask / Panel KIMI <—Joist = Horizontal—{.__| = i : =| : ¢ aaa H Blocking | Be He LK BTA @ |b 3.0 « ReMdve iL By eg, Sill or | r . Scns bE sole plate | | | ; . : ; 7 | | WEL RACE cher / pee itenriociate | ( | Rake down |” hud Studs End Anchor . \ Shear Wail * Stud $ EXISTING HOUSE WALL DETAIL WALL, CONBTRUETION Ais, (2) 2k O" Leeadee AT

sole plate | | | ; . : ; 7 | | WEL RACE cher / pee itenriociate | ( | Rake down |” hud Studs End Anchor . \ Shear Wail * Stud $ EXISTING HOUSE WALL DETAIL WALL, CONBTRUETION Ais, (2) 2k O" Leeadee AT WIND YS : * Si TABLE RBG 81") FOR BARTERING (2) 2’ xto" Al @LiDER te ners ' a 2 wennegre eee oe eee pee ee _f ERO TR GMETIN Note: Plans to comply with 2018 IRG Nu Edition, Section 602.10 for wall bracing/shear walls. RY PEAN Whi BOAR AG REQUIRE AND NETALLES IN ek oT HEADER DETA IL FOR WINDOWS AND SLIDER _-plGob iiss HOB le. Fige FUT 7 r TCE ira tier NEY PP TOae watt etn age es ee np a mens fi . eetiaat aay PEE Aiter oe woo |, ___ skated Seeman eS Sumchms crreWA t “Tes | bende nie ar © Dobe . 11" galvanteed coofng nails ae | q cm ae : itso... Mysto. « 7 © -Sidebarat {9g on Bi toe memionam. 16" Fd dusmmnnas (244," x 0.493 malls | 7 C RIP BATTING i, 2X4 ee 2.4, SHB |. erosard'aheniitng |—— stud spacing i i spaces al ote | cs Pension —===f <a a a | omm | oo | CITT SESE eh ek oa Paile BSG2 (iy. for leterior | a : daard wail or scsow gine, Ses elena, oes ao iL. _ Sen Tbe 8702.35 | ; PROPOSED CRAWL SPACE DETAIL exterior sheathing — remove siding at ledger ; ait, prior ta installation Se continuous flashi existing 2x band board wwith drip edge p~ 1/2" dia. lag screw 2x floor joist “ 4 fasteners, each —<“~ end of ledger board ae @ -8 2! a : t,. eS ch & interior fasteners; 4 | | = 2 rows staggered® F 6}* min. for 2x10 FIGURE 16: LEDGER BOARD FASTENER SPACING AND CLEARANCES Maplewood, New Jersey 67640 (973)313-1123 William Figdor, AIA Art + Architecture, LLC 53 South Mountain Avenue ; Fe a p- >) A aQ Vv WwW B = S v E ses = A = ~ gad on say & 83% 3 £28 § as xm £E° & gs z EAS pc a lt T Ten | uw 6 dan as S QIN ~~ ~ pee a Sais iat Ww | Preliminary | Issued For VAI Reading Room and Deck Details