Addendum 1 rcd 4 28 2026

NAI | N eS SC H ED U LE WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1, 2001 EDITION JOINT DESCRIPTION # OF | COMMON NAL SPACING ROOF FRAMING i RAFTER TO TOP PLATE (TOE—NAILED) 3-80 PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-80 PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-160 EACH LAP CEILING JOIST TO LAPS OVER PARTIMIONS (FACE-NAILED) 8-16D EACH LAP COLLAR TIE TO RAFTER (FACE—NAILED) 3-100 PER TIE END BLOCKING TO RAFTER (TOE—NAILED) 2-80 EACH END RIM BOARD TO RAFTER (END-NALED) 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" OC. 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, 2-16p'2 PER FOOT ENDJOIST, OR BLOCKING (FACE-NAILED) FLOOR FRAMING JOIST TO SILL, TOP PLATE OF GIRDER (TOE-NAILED) 4-80 PER JOIST BRIDGING TO JOIST (TOE~NAILED) 2-BD EACH END BLOCKING TO JOIST (TOE—NAILED) 2-80 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) 3-8) 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 8D 6" EDGE/12°FIELD DIAGONAL BOARD SHEATHING 1°X6" OR 1°X8" 2-80 PER SUPPORT 1X10" OR WIDER 3-80 PER SUPPORT CEILING SHEATHING GYPSUM WALLBOARD #6 x 1-5/8 SCREW 7” EDGE/10" FIELD WALL SHEATHING STRUCTURAL PANELS 80 6” EDGE/12°FIELD FIBERBOARD PANELS 1/18" 63 3” EDGE/6” FIELD 25/32” 8p> 3” EDGE/6" FIELD GYPSUM WALLBOARD #6 x 1-1/2 SCREW 7” EDGE/10" FIELD HARDBOARD 8D 6° EDGE/12° FIELD PARTICLEBOARD PANELS 80 (SEE. MANUF.) DIAGONAL BOARD SHEATHING 1X6" OR 1°X8" 2-80 PER SUPPORT 1°X10" OR WIDER 3-80 PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS 1” OR LESS aD 6” EDGE/12°FIELD GREATER THAN 1” 100 6” EDGE/6°FIELD DIAGONAL BOARD SHEATHING 1X6" OR 1°X8" 2-80 PER SUPPORT 1X10" OR WIDER +80 PER SUPPORT 1. 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. . 2. 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. 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS ARE PERMITTED, CHECK BUILDING CODE OF Nd FOR ADDITIONAL REQUIREMENTS. ‘ H2A WHERE STUDS AND WALL STUD “7 SILL PLATE RAFTERS ALIGN H2.5A WHERE STUDS AND RAFTERS DO NOT ALIGN LSTA18 RIDGE STRAP ® EACH RAFTER RIDGE TYPICAL UPLIFT CONNECTIONS SCALE: NTS RORED » we Ff ToPPLAYER a cA | oo | Calm { iL | Leste a BORED HOLE MAX Va DIAMETER 40 PERCENT oFstupoERTH _: Sig iW. Wt. TO EOGE ‘ . |p IN. MIN, TO ROGE tse . i p | g i. : 4 au iS 2 NOTCH MUST NOT EXCEED 25 ae PERCENT OF STUD ORPTH a DOGATER WN THE SaNle GROSS LZ ee t 1S BETWEEN 40 PERCENT AND Le OF CUT OR NOON a ae “ Gu PERCENT OF STUD DEPTH, THEN STUD SECTION OF CUT OR NOTCH IN - ae MUST KE DOUBLE AND NO MORE THAN TWO atun a SUCCESSIVE STUDS ARE :D AND SO: bor Sf teh 25.4 mm, NOTE: Condition fur exterior and bearing walls, . FIGURE RE02.6(1} NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS rat GO oie ae euposr, a\| Fmd cmeoaee 8 i zaweeedmmtss GEeuED POSEATIRGSTO oe ma Pe \ — Lewseror [cemsreesessarne fae angrrs Socsemec For Si: 1 inch “254mm, } fort=304.8.2n : FIGURE REGT 12 DECK GUARD 2597.12.1 Guard post attachment. Guard posts shall be attacked to the inside or outside fkoe of ther joists or end jess in accordance with Figure R507.12.1(5} and R507.12.1@2). Bold-down anchors shell have a minimum capacity of 1,800 pounds 086 N). H H i i CURD FOST i CURD t SOSTAT ICT LOCATIONS S FASTENERS PER- : 20ST Beer en rouse ‘SOIST- Roa go1sr- AT smesTuncrmOR SERS SECTION may . FIGURE REO ARYD GUARD POST TO RWS JUST RSe’ Deck: zi it i 2 of LE k stairs. Deck stairs shall be constructed in eccordance with this section and Section R311-7. Where a flight 3 ‘stats ene te toad Hee anche than thet required per Seation R34T7., an tabizmedinte nding sboll be pravided in axcondanse with ae Section R31 1.7.6 and designed as.a fiee-standing deci in accartance with Section R5O7.10. . DECK RAILING DETAILS i Horizontal...) Top Plate(s) End Stud / TYPICAL SHEAR

ided in axcondanse with ae Section R31 1.7.6 and designed as.a fiee-standing deci in accartance with Section R5O7.10. . DECK RAILING DETAILS i Horizontal...) Top Plate(s) End Stud / TYPICAL SHEAR WALL Shear Panel 7 _ » Blocking Cog | ; DA BWA @ kb IL. ~ existing 2x band board - 4 fasteners, each —<~ end of ledger board exterior sheathing —— i 7] Blocking | ne way 4h nan BeMove te { LAYER of lege. an SIDING —™ Gt anaes ce | Sillor | rtd ‘ Wl BPA CELE df TAP | sole plate i | pe aa an Wah ACE Vatedd { Coie oy ys Seen ie | . | fi é in i i Hold-down | Common Intermediate | A acor| i Device ul uds End “Botts | i eee nner enn $i ne __Shear Wall __| EXISTING HOUSE WALL DETAIL WALL GONBTRUGTION ’ (PY EXO Lede AT WINE Vs . (2) 2) 10" AT SLIDER. Senk wee oo ECG ene SB TABLE REE O19) FOR PRATER “y ao i so nan pyre 078 _ ORIENTATION OF STUD MAY VARY S85 FRGURE Ran2.2) | ' PING atlp aXe, | ’ a T1aNO | /, ersarstoesaegem norenszn | mek aT OPTIONAL NONSTRUCTURAL ~>lfAi ; : } FULLER PANEL. HW 4 ' CONTINUOUS weOD | | {aj GSUTSIRE CORNER DETAIL HEADER DETAIL FOR WINDOWS AND SLIDER Note: Plans to comply with 2015 IRC NJ Edition, Section 602.10 for wail bracing/shear wails. . -_plGoniiieus HOBiz. Piee ~ENPUTIY Be REP ROME Fee | ate? Ay eee, LPWIe TUATe Tey aaa ETH Me Bo GT OR. RgTERT ETT eG ‘ - —- Sere = = ,, [EPICA omy Pree airy oe wemoo |. serous seat HEROES a CORRECTION CRATEREA : | pelencer A Sree Bl o.c: vy [Stitt 029mm 16" PF | dzone 0.80) mal | NE\ FD SEER OC RIF Bart Maun, 24 et'2.4, SEB | ssibetbeaid'sheaiting | ——~ sind spacing | ot 3 spacing (panel edges) at 6 | WAL ; a = = — ore td Dhl Aerostet pate (eee cae - [bottom plates; for nt traced wall Pa ie mb mmm. ‘e ine oso tpt Ben, eoWeee ‘able R600. for amier | ; eand nail or sonowe eine, | - ocr wand fee Table B82 3S j PROPOSED CRAWL SPACE DETAIL remove siding at ledger prior to installation continuous flashing with drip edge 2x floor joist ~~ 1/2" dia. lag screw * min, ae! 2° min. onal —_ 3 rt®® Or sz ce) © eo Cod, P el Ss | tL “S+46-6 id fe) Xe) 63" min. for 2x10 2 tn L to» interior fasteners; 4 | | > 2 rows staggered’ FIGURE 16: LEDGER BOARD FASTENER SPACING AND CLEARANCES 414 bp _ SepENpUM #14 k = Bid 53 South Mountain Avenue Maplewood, New Jersey 67640 (873)313-1123 ‘ William Figdor, AIA Art + Architecture, LLC c : & ay Y a o A WwW & = 2 B sec = DE ey ~ Zaz on ss = 88 & % £258 S

M #14 k = Bid 53 South Mountain Avenue Maplewood, New Jersey 67640 (873)313-1123 ‘ William Figdor, AIA Art + Architecture, LLC c : & ay Y a o A WwW & = 2 B sec = DE ey ~ Zaz on ss = 88 & % £258 S as a) i-4 £Ez° 5 gK3 Z &aE } - LISP als ~ ~ ~ IS = ~ ae ee VtESpya tia = 5 wh X F Prelimmary Issued For VAX) Reading Room and Deck Details Scale - As Noted 1/4" = ]'.9" Sheet Number 3 of 3 a a