Pullman

TAX MAP LOT 2f BLOCK 161.06 AS LOT 58 BLOCK 161-D AS SHOWN ON MAP BENTLED OMAP OF KNOLLWOOD ESTATES, TOWN OF WEST ORANGE, ESSEX COUNTY, Niu.” DATED JUNE 16, 1966, AND FILED IN THE E.C.R.0. ON DEC. 1, 1986 IN CASE No. 2937. LOT COVERAGE SF CHANGES A- REMOVE EXISTING DECK (- 638.5 SF) B- PROPOSED NEW DECK (+ 440 SF) C - PROPOSED READING ROOM (+ 168 SF) TOTAL CHANGES = -30.5 SF REDUCED COVERAGE TOTAL LOT COVERAGE % CHANGES EXISTING LOT COVERAGE = 4,032.17 SF = 35.17.2% PROPOSED LOT COVERAGE = 4,001.67 SF = 34.9% PREMISES IN TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY LOT AREA= 11,461 SQ FT (0.263 ACRES) $30°21'00°W 120.58" ws ren POST & RAIL PENCE reac bes s ak o ° ee ee, a a po = Lh sara FEN. : aN. STKD. FEN. ALONG LINE“ 7 Mi ye ON LINE | 2 Ree 0 i P+ 4 A | _ [Re 26285 w [hy eS ' 1 in| Oa Tey at BS He] 1 Ay 1H, O ‘ eho ‘ Bln Q ee & \ a FISD MAP gc N o z i inte ‘ ae m4 i Mp iu Pas 8 HAMLET op Ne 8 i i [suate PwaLi 4 & io 2? 1d & { y we ened 2 af eae 1 STORY po ba pee #1 FLY. FRAME DWLG. BAK Fa 2,042 ; | ig Gray . s ; aa 8 ; i wuysuaniancrl , P.O.B>s, DRIVEWAY 345t* ASPHALT i GAb,o1s* | 596.90 FEET 10. THE N29°35'00°E KNOLLWOOD INTERSECTION OF THE SOUTHWESTERLY LINE OF WALKER ROAD PRODUCED JOHN PULLMAN AND MYRA PULLMAN, HUSBAND AND WIFE WESTCOR LAND TITLE INSURANCE COMPANY A ABSOLUTE ESCROW SETTLEMENT GO., INC. CHP THLE AGENCY, LLC (CHP3394 BUDIN GREENMAN & GREENMAN--ARNOLD |, BUDIN, ESQ. GUARANTEED RATE INC.-1SAOA/ATIMA 120.57" DRIVE (50.00" R.0..) SITE PLAN 1” =15’-0” BLOCK 161.06, LOT 21, ZONE.R-4 THIR-CERTIGATION 1 MADE ONLY TO THE NAMED PARTIES FOR OF HEREIN |PURCHARE ANDYOR MORTGAGE OE IMATED| Lod pp rd an OR LIABILITY 38 INCLUCING, BUT NOT LINITIG TO, A SURVEY AFFIDAVIT ANDYOR REGAL RICHLAN, LUPO & ASSOCIATES, ING. PROFESSIONAL LAND SURVEYORS CERTIFICATE OF AUTHORIZATION 424G428005500 Atm R. Xyper LIC. No. 39252 ENTHER DIRECTLY OF INDINECTL ”. THB SURVEY I8 INVALID WITHOUT THE: 2 INDUSTRIAL ROAD SCALE: 15 FT=1 INCH ITE 204 DATE:MARCH 18, 2025 FAIRFIELD N.J. 07004 FAX: 973-450-8087 PHONE: 973-450-1819 2A WRITTEN WAIVER AND DIRECTION NOT TO SET PROPERTY CORNERS HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, c.14 NuiS\A. 45:8~36.3 AND NAC 15:40-5.1 (3) BATA ss sae SCOPE OF WORK The scope of work includes a rear one story addition containing a small reading room. The existing deck is being replaced

03, c.14 NuiS\A. 45:8~36.3 AND NAC 15:40-5.1 (3) BATA ss sae SCOPE OF WORK The scope of work includes a rear one story addition containing a small reading room. The existing deck is being replaced and reduced in size. The house is existing non- conforming, as the rear yard setback is actually inside the house and the lot is undersized. This means that any changes in the back of the house will require a variance. The resulting lot coverage is being reduced. There are no bathrooms or kitchen in this project. There is no change in use or occupancy. This house is located in block 161.06, lot 21, zone R-4. GENERAL AND SPECIFIC NOTES 1. All new construction is to be plumb and level. Any variation should be addressed with the architect prior to construction. 2. All construction is to meet or exceed applicable local (West Orange), NU State Building Codes, the IRC 2021 - NJ Edition, NJUCC, Subchapter 6, NEC (NFPA 70)/ 2020, the Nat. Std. Plumbing Code 2021 NJ Edition, the IECC 2021 (residential), and the Int. Mechanical Code 2021. All contractors are to be licensed and insured. The following inspections are to be scheduled with the local inspectors: a) Foundation b) Framing and Insulation c) Rough Mechanical, Plumbing and Electrical d) Final Mechanical, Plumbing and Electrical e) Final Inspection. 5. Demolition and removal of all debris is the responsibility of the general contractor, who is expected to maintain a clean and safe environment. The existing deck is to be removed completely, 6. All new wall framing is to be 2”x4” at 16” o.c. Interior face of walls and ceilings are to receive 1/2” gyp. bd. 7. All addition exterior walls are to receive R15 insulation, plus perimeter 1/2” rigid R3.3 insulation. The roof is to receive up to R49 insulation where possible. The new first floor framing is to receive R38 insulation. 8. Installation of all new oak flooring is to receive 3/4” plywood subfloor and 3/4” T&G oak flooring, flush with existing. The oak floors are to receive three coats of water based polyurethane and stained as desired to match existing. Tooth in new flooring into adjacent as needed in renovated rooms 9. All new interior trim is to be pine or poplar grade to match existing. Do not use clamshell trim. 10. The contractor is to paint all ceilings latex “ceiling white” (Ben Moore) with a primer coat, and a min. of two finish coats. Trim

ne or poplar grade to match existing. Do not use clamshell trim. 10. The contractor is to paint all ceilings latex “ceiling white” (Ben Moore) with a primer coat, and a min. of two finish coats. Trim is to be sanded, and holes filled. Walls are to receive one primer, and (2) finish coats, satin latex, by Ben Moore. Trim is to be finished with semi-gloss. 11. The gas supply lines in the house are to maintained accessible throughout construction. The barbecue is to be relocated about 15’ further from the present location. 12. Extend the HVAC system into the new reading room.. Shop drawings are to be provided by the mechanical contractor for approval prior to installation. 13. Use the existing 200 amp elect. panel. Coordinate circuiting in the field. Be USE GROUP:_ 2-3 ‘TCLass, B-B = EXUSTING ADDED VOLUME: : —18,136— +C# ft 42 FIRST FLOOR AREA: 2,042 SE. 2 168 [SECOND FLOOR AREA: ~ 6 SF, oe “TOTAL LIVING AREA: ZO | SF | ies GARAGE AREA: | 4a: SF. de Oe! BASEMENT AREA: NA SE ee PBUILDING HEIGHT: || (GL 2" ee Me LIST OF DRAWINGS BECE Cr38,65 PAG C198 .5) ona — = sons ‘or : MINIMUM EOT = 1. General and Specific Notes, Site Plan, Zoning info., Photos be af anes See , AREA | 4tiol SF AREA:19, 000 SF. Existing Deck Plan and Rear Elevation , ! if er ‘ : _ pepe ntl . = : jeetd 2. Proposed First Floor Plan with Elect, Proposed Fnd/Floor Framing [ CRITERIA EXISTING = _ PROPOSED REQUIRED Plan, Proposed Rear & Side Elevations, Proposed Roof Framing tea ON : oa : % 5 ipl ih Section ‘A-A’, Details CRCIeE VARS: 20,0! Nye Bair . Reading Room and Deck Details REAR YARD 305 Halak Ad DECE | 200 DUSE/B beck |. SB! : _. smeyaRD, L | 29,07" N/e__ 1B? | LOADING DESIGN CRITERIA sipeyarp. B .[ 10.04" ee AS thes 7 EIVELOAD DEAD LOAD FOTAL LOAD | {HEIGHT WB NZ 2 at / 99! FIRST FLOOR "40 PSF 15 PSF 55 PSE | BUILDING BRO 976% (S281 1168 2 aie ane, SECOND FLOOR 30 PSF 15 PSF 45 PSE i mp aninc 6 ee — wt Me ea ete oper er ATTIC 20 PSF _1OPSF 30 PSF [OU | SAS Bi dao cet rotng AGO a 1 A : EAR. NYA * 1 N/A NifA. cs Sesion tisha aN oo eaebionced “14. Install new LVL headers at all window openings with king and jack studs, typically 3-1/2” x 7-1/4” LVL. The 6’ siding door unit is to have a 3-1/2” x 9-1/4” LVL header. 15. Install built-up posts in the wall at each end of the new structural LVL header. The header will provide for a cathedral ceiling without collar one dimmable Decora

e a 3-1/2” x 9-1/4” LVL header. 15. Install built-up posts in the wall at each end of the new structural LVL header. The header will provide for a cathedral ceiling without collar one dimmable Decora switch. Mount switches at 4’-6” +/- A.F.F. Outlets are mounted at 18” A.F.F. typica 16. Provide for communications outlets as directed in the field. 17. Install fireblocking per Section R302.11 in walls, and fireblocking materials per R302.11.1. as required. Fire protection of floors per R302.13. 18. ResCheck energy calculations can be provided if required. 19. New siding is to be Hardie Plank siding and trim system to match the house. Install R3/3 rigid continuous insulation board. 20. Gutters and downspouts are to be included in the scope of work. 21. Windows and sliding door specified are to be by Andersen, thermopane, low e, U =. 0.28. The windows meet meet 5.7 sf egress requirements, but are not required as the slider door can be used instead. (Regardless, this is not a bedroom requiring second egress.) 22. The deck steps are to have max. 7-3/4” riser heights, approximately. 10” treads. Railings are to be 36” ht. with max. 4” baluster gaps with either steel cable or vertical balusters.. 23. Use a 1/2” gas line with a shutoff valve to extend to the new barbeque location. 24. The addition is to have a crawl space, with approximately. 3’-0” clearance. Provide for an access panel on the left side of the addition, as one faces the house. ‘Township of West Orange TABLE OF DISTRICT REGULATIONS PART B: BULK STANDARDS (Subseotion 25-7.1) West Orange Land Use Regulations % MINIMUM SIDE MINIMUM MINIMUM | MINIMUM FRONT MINIMUM SPACING MINIMUM | LOT ARTA LOT MINIMUM YARD- SIDE MINIMUM MAXIMUM MAXIMUM BETWEEN MAXIMUM LOT AREA PER UNIT WIDTH FRONT CORNER YARDS REAR BUILDING LOT BUILDINGS ZONE! HEIGHT (SQ. FT.) (SQ. FT.) FT.) YARD (FT.) LOT (FT,) TT.) YARD (FT.) | COVERAGE | COVERAGE (FT.) RL 2% stories and 80,000 80,000 150 40 40 25+25 50 20% 20% not exceeding, } 35" R2 SAME AS R-1 40,000 40,000 125 35 38 20420 45 20% 30% Sen. C.H. - 35 Sen, C.H.- Sen. C.H.- Sen. C.H. - ‘Sen. CH. - Sen. C,H. - Sen. C.H.-8 | Sen. C.H.- Sen, C.H.- ‘Sen, CH. ~ 3 stories not to 650 per unit | 200 40 40 +10 30 25% W% exceed 37-8" i R3 SAME AS R-L 20,000 20,000 100 35 35 18 +10 40 20% 35% R- SAME AS. 10,000/ See 25-31 See 25-31 30 cl 10 +10 30 15% 35% 3AH R3 12,500

ries not to 650 per unit | 200 40 40 +10 30 25% W% exceed 37-8" i R3 SAME AS R-L 20,000 20,000 100 35 35 18 +10 40 20% 35% R- SAME AS. 10,000/ See 25-31 See 25-31 30 cl 10 +10 30 15% 35% 3AH R3 12,500 (See 25-31) agent Sp scam iad] mal a a cA nes cess — ——Y DECK... % EXISTING FIRST FLOOR/DECK PLAN Se See eee | LLC 53 South Mountain Avenue Maplewood, New Jersey 67040 (973)313-1123 William Figdor, ATA Art + Archi font & aa Q A a 8 ve) B < 4 ge sis 5 SES me Ae i=) & 48 & * 222 ~ € 2° ies fn 8 Zz RAS | a{8 1s ~ ~ ~ ke ala]la Je TSls ry Ei Ww g S ‘ 8 & fm Ia * lola |é E g ¢& 4 Lael > fl ZS eee. a 0s a6 A Me. 3 SB aN See a oS yf so om 8 Soo Oe Ss Ow A Scale - As Noted 1/4" = 1-0" Sheet Number. 1of3—

Exley. gor ¥ 4 le Sa eee Aber 24 a Mae . bw dekestoord : § i en ee N. feze! “TRANS bth | , oar eis IDE Len): bee See | ewes | eorcur (| f 5 | we Se aaae a = y a a ae a aan ty ie oe | OPTIONAL VivuX -— A ainattie, fo [| PS D1 x Hom bi a P-06) i ee Wb le. POP Te bet tT (AAA EX IeTy Bearicrate?- a | i Gun Seadeles aa goin ee | PROPOSED REAR ELEVATION | PROPOSED ROOF FRAMING PLAN | ; . ae 7 FOE ae 2 at, 108 CA. Enio ° if > EMIN- BX Tz RE QUIZ ED) Lief EAT OPTION AD AKT igs | | CELUXK FIXED. 4 9-06 : DOUBLE PRAM ALL : : { j 4 Ae Maplewood, New Jersey 07040 (973)313-1123 New Reading Room & Deck for: The Pullman Residence 12 Knollwood Drive West Orange, NJ 07052 AIDES (PH 2¢ 2) en Bie ae 4 a Co a putt wl iC i pee f a es W BN wer *|M 2 aa i} avi VENTS Sard AS ey ae ner i mS) ool a mh i i ee mes a a | | 7k ee jg eh B4bePlo'ae, ||| I = Ore ‘oo, BIG INWALS = | i a a ba j ih Mian : a : h= Be mended shan He te Pate | oe x x He Te - y Oe aa EG i " : | ah ap. Ee aise SEA ak ra | le-O Pome ase et hie ™ Kes i =p i : i ere : | ¥ hae i te ie : ” — o ; 4NCONG ALDB YUE 4} PERE Pe PAIN “scene cru ZxXO FT lL |b 2d CONL, PG: te ML FST ve. aps Al con Pocte? SEMEL PROPOSED SECTION ‘A-A’ TIPE, HO cS ON POT PIR AWiae PEM pohee. EIN. yf PT. aL g'xto Lepaee lAg-Beuted PROPOSED FIRST FLOOR/DECK PLAN TWHeUSE SILL AA TolsT HANGERS | ‘s L eweg 6066 2 RIGHT SIDE ELEVATION Roofing: 2°x10"@ 16" 0.., 5/8” CDX plywood sheathing, R49 insulation, “snow & ice” shield along bottom 24” of roof, flashing along all valleys and wall edges, perforated soffits and continuous ridge vents, gutters and downspouts, 15 pound roofing felt, “Timberline” asphalt shingles by GAF, color to match existing unless otherwise determined. Exterior Walls: 2”x4” Douglas fir @ 16” 0.c., R15 batt insulation, 1/2” CDX plywood sheathing, 1/2” R3.3 rigid continuous insulation (Formular XPS by Corning or equal), Tyvek or equal wrap, Hardie Plank siding and trim to match. Interior walls to receive 1/2” f.c. gyp. bd., spackled and taped. Foundation Notes: 12”x24” reinf. conc. footing at 3’-6” min. below grade, 8” reinf. CMU, parged and waterproofed, 4” perforated PVC French drain in gravel bed, pressure treated 2”x6” sill with 3/4” anchor bolts at 48” o.c., sill seal, termite shield. In the addition install a reinf. conc. slab, 6ml poly vapor barrier, 4” compacted gravel bed in the new crawl

pressure treated 2”x6” sill with 3/4” anchor bolts at 48” o.c., sill seal, termite shield. In the addition install a reinf. conc. slab, 6ml poly vapor barrier, 4” compacted gravel bed in the new crawl space. | Bi ya Bret yy " poly Sea - | ag ry | | roy a y vey | | i i oF } } s é i | i f ioe | i Ne H Vege ekem ge oa : i ee oe ee i | ple meeeectr ee eau. loxte ef Fant? an Saeveeeeee Sarr { 13" DIA. CONG Sane URES bob ee Pe ee ae ii BiG REO GRADE: (TYR) i / ee a uM | ee <i mn Zu | le g $ $ = f r on~N EI ICAL SYMBOL LEGEND es RECESSED FIXTURE, EQUAL TO "HALO" AND THERMAL PROTECTED, 75W (leo FQul“) SINGLE POLS SWITCH, DIMMER SWITCH DUPLEX OUTLET \ ROMEX WIRE BOX TYPE: PLASTIC PROTECTION RATINGS: CIRCUIT BREAKER CONDUCTOR SIZES: ‘ROOM: -14 awe. PROPOSED FLOOR F ELECTRICAL NOTES ALL WORK SHALL CONFORM TO ALL STATE AND APPLICABLE CODES. VERIFY EXACT LOCATIONS OF ALL OUTLETS, SWITCHES, ETC. DURING ROUGH FRAMING, = EXISTING ELECTRICAL PANEL ACCOMMODATE NEW ADDITION ALL LIGHTING FIXTURES SHALL BE AS SPECIFIED UNLESS OTHERWISE NOTED, CONTRACTOR SHALL PROVIDE AND INSTALL FIXTURES, (200 AMP SERVICE) TO FIXTURES SUPPLIED BY THE OWNER SHALL BE INSTALLED BY THE CONTRACTOR. ELECTRICAL SWITCHES AND OUTLETS SHALL BE "DECORA" STYLE WITH ROCKER SWITCHES AND SLIDE DIMMER SWITCHES WITH ON/OFF SWITCH. + aaa RAMING PLAN eo eeT Ia MS LAL. 7 =o ppc the pai AN yt Pehle ts ler, « 3 MR ee alam — BM port VAR DARE bP DW AERO EP POST SECTION Mrs. PROPOSED CRAWL SPACE SLAB DETAIL J 12/1 125 Construction Bid liminary Issued For VARIANCE 12/1 /26 Pre! Proposed Elevations, Section A-A with Elect., Fnd/Framing Plan, Roof Framing Plan Proposed Plans- ist Floor Plan

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