Addendum 1 rcd 4 28 2026

ED "MAP OF KNOLLW i TAX MAP LOT 2f BLOCK 161.06 OT 58 BLOCK 161—D AS SHOWN ON ean Noth OF (OOD ESTATES, TOWN OF WES , ESSEX COUNTY, N.J.” DA PRED WN THE Eco ON DEC. 1, 1966 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) MAP T TED JUNE 16, 1966, AND 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% $30°21'00°W POST RAL FENCE “Se. WEST ORANGE _ PREMISES IN TOWNSHIP OF LOT AREA= 11,461 SQ FT (0.263 ACRES) ESSEX COUNTY, NEW JERSEY ae ae ae 3 vmett : wu. Wd. FEN, 9 ON LINE N STORM SEWER | 25. = 4 DRAINAGE AND SAN. iT SEWER EASEMEN: ;SYSR oy 1 STORY FRAME DWLG. ° STR. No. 12. (17! FLRTGAR) Ess : ‘ a 30" FY.S.B. LINE~ ta 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), NJ 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. 3. All contractors are to be licensed and insured. 4. 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

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 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. THIS SURVEY CERTIFIED TO: CHP TITLE AGENCY, BUDIN GREENMAN & GRI . > “9708 |g * . 1 ey x Ola { ae i * | 506,61 5¢ f P.O.B>\ 4 { _! i ae N29°35'00°E 120.67" | 596.90 FEET TO THE : SOUTAVIESTERLY LINE OF WALKER ROAD PRODUCED KNOLLWOOD DRIVE (50.00’ R.0.W.) SITE PLAN. 1” = 15'-0” BLOCK 161.06, LOT ai, ZONE. R-4 ~ JOHN PULLMAN AND MYRA PULLMAN, HUSBAND AND WIFE WESTCOR LAND TITLE INSURANCE COMPANY A ABSOLUTE ESCROW SETTLEMENT CO., INC. LLC (CHP339: NMAN--ARNOLD |, BUDIN, ESQ. GUARANTEED RATE INC.-ISAOA/ATIMA 4 REMOVE GUTTER HORE 5 ‘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

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 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 (Subsection 25-7.1) West Orange Land Use Regulations MINIMUM SIDE MINIMUM MINIMUM | MINIMUM FRONT MINIMUM SPACING MINIMUM | LOT AREA LOT ‘MINIMUM YARD- SIDE MINIMUM | MAXIMUM | MAXIMUM BETWEEN MAXIMUM LOTAREA | PERUNIT WIDTH FRONT CORNER YARDS REAR BUILDING LOT BUILDINGS ZONE| _ HEIGHT (SQ.FT) (SQ.FT) fT) YARD (FT) | LOT (FT.) @T) YARD (FT.) | COVERAGE | COVERAGE a) RI |) 2 % stories and 80,000 80,000 150 40 40 25+25 50 20% 30% not excieeding, 35 ‘ R2 SAME AS R-1 40,000 40,000 125 35 35 20420 45 20% 30% Sen. C.H. - 35 Sen. C,H. - Sen. C.H.- Sen. C.H. - Sen. C.H.- Sen. C.H. - Sen. C.H.-8 | Sen. C.H. Sen, CH. - Sen. C.H.- 3 stories not to 650 per unit | 200 40 40 +10 30 25% 70% exceed 37'-8" R3 SAME AS R-1 20,000 20,000 100 35 35 15+10 40 20% 35% R- SAME AS. 10,000/ See

. - Sen. C.H.-8 | Sen. C.H. Sen, CH. - Sen. C.H.- 3 stories not to 650 per unit | 200 40 40 +10 30 25% 70% exceed 37'-8" R3 SAME AS R-1 20,000 20,000 100 35 35 15+10 40 20% 35% R- SAME AS. 10,000/ See 25-31 See 25-31 30 30 10+10 30 25% 35% 3AH R3 12,500 (See 25-31) “agen y a: ADDENDUM #1 - Additional Items - 4/24/26 ee — PON> g The lot is a flat lot. The gutters and downspouts are now shown on Sheet 2 of 3. The ground disturbance is less than 300 yards. Landscaping around the reading room and deck is to have a row of boxwoods with wood chips along the perimeter. Reseed the grass along the shrub border. See Sheet 2 of 3. The existing tree is to remain. The owners wish to keep it, as it provides both shade and absorbs great amounts of groundwater. LEFT SIDE OF DECK aa ee eet KAT DawNSpoure _ Te te RIGHLAN, LUPO & ASSOCIATES, INC. MORTOAGE OF Hen Oe PaCeERTY BY PROFESSIONAL LAND SURVEYORS fete ey Ca | he on. CERTIFICATE OF AUTHORIZATION #24GA28005300 ParatY, ORO AW Oe eBGNNOT Ain Hs CaTFONTEN, R. Okijer UC. No. 39252 t Beomeaet RERREVORAOBBE SITOALE a0 SCALE:15 FI=1 INCH 2 INDUSTRIAL ‘OAD PHONE: 973-450-1879 | ' hassle DATE:MARCH 18, 2025 FAIRFIELD wae 07004. FAX: 973-450~-8087 i i =A WRITIEN WAIVER AND DIRECTION NOT TO SET PROPERTY CORNERS HAS BEEN OGTAINED FROM THE ULTIMATE USER FURSUANT TO P.L. 2003, c.14 NulS.A, 45:8~36,3 AND NaLAC, 1S40-5.1 (a) { | _f USE GROUP:_I2-5 CLASS:_3- i : | FE . EXISTING . ADDED eps i s sm : L VOLUME: _ 12,136 LCF ala CFB ,24 8 | | 4 ‘| FIRST FLOOR AREA: 2,042 SE. 162 SE 2,260 Ped |SECOND FLOOR AREA: - 6_ SF. 2 SEO “FOTAL LIVING AREA: ZOOM... * SF. 1od SF. 2260 GARAGE AREA: 445. SF. 2. SF. 4G BASEMENT AREA: NA SE. ne ‘BUILDINGHEIGHT: || 1@b3" rr. ia Fr LIST OF DRAWINGS Ir BECK __ G28. aE =C198.6) 2? 440 ho | ZONING. NTS: j j ; ly : ; ~ a - ae = 1. General and Specific Notes, Site Plan, Zoning Info., Ph WZ ZONE:_f- AP . ACTUAL LOT . MENIMUM LOT = ‘ , , ig Info., Photos, De) AREA |i 4tol_ SF. AREA:12, 000 SF. Existing Deck Plan and Rear Elevation Al {oo a : : . = : — 2. Proposed First Floor Plan with Elect, Proposed Fnd/Floor Framing CRITERIA _ EXISTING : _ PROPOSED REQUIRED Plan, Proposed Rear & Side Elevations, Proposed Roof Framing = ; - : ' Plan, Proposed Section ‘A-A’, Details SETBACKS:. . . | rc 3. Reading Room and Deck Details {__FRONT-YARD 20,0". N/é 22)” cee REAR YARD 305 House JA’ DECK | 20,0 HOUSE psec | 351

Roof Framing = ; - : ' Plan, Proposed Section ‘A-A’, Details SETBACKS:. . . | rc 3. Reading Room and Deck Details {__FRONT-YARD 20,0". N/é 22)” cee REAR YARD 305 House JA’ DECK | 20,0 HOUSE psec | 351 : SIDE YARD. 25,01 “Nz 1 fe? CRITERIA : SIDE YARD. 10,041. Ne i : “EIVELOAD . | DEADLOAD FOTAL LOAD. [HEIGHT 41GB tN | 2 Bax 90 FIRST FLOOR "40 PSF 15 PSF 55 PSF {BUILDING FB 5951 : 2281 1166 27 a0%, SECOND FLOOR 30 PSF 15 PSF ” 45 PSE es iia a! oil See einen AERC "fF .. 20 PSF 10PSF 30 PSF IMPERVIOUS HOUSE. | 258146 @i.e1 +220 | 2681 +00.01 42:70 + ae Reseach tO PSF ane | COVERAGE DECK PAVED] 1628.2 4.030,1- 9208 40+ co -F00 Hs ROOF i. 3 PSF 173PSF i__- 475 PSF . re > NA NAS Ea £ -ALL CONCRETE.MIN. Fb: = 3,500 PSI : ; : | ADEM D ust! isp Tece. pe ee) Nn SIGNATURE BLOCK Municipal Engineer. Secretary. Chairperson Maplewood, New Jersey 67040 (973)313-1123 William Figdor, AIA Art + Architecture, LLC 53 South Mountain Avenue fot & wd i>) a et v eg ¢ 8 ov - see } 3AP me AZ » gis & as 3 £28 — z g26 a 5s 5 gn z BASE | % 7 Issued For VAZ|ANCE | |2./1 /28 id Preli General and Specific Notes, Site Plan, Zoning Info., -Photos, Exist. Plan & Elev.

OXIST AN amen = A, nocaneaer = AATING 2 EXIST. - fp VONAPOUT Art + Architecture, LLC 53 South Mountain Avenue Maplewood, New Jersey 07640 (@73)313-1123 William Figdor, AIA OPTIGNAL, YELM SRILA, Bt, QIMe x 45 His CH P06) + tT aelenpenien Waal Prt— PRAING TAWAEP | oe Peont if c i | i re oo — bit SIRF Te = (MATER EXIST KIPaE € OFFI VENTECIY® PROPOSED ROOF FRAMING PLAN ° e Fat iba . i) Bele are, pat O88 CA. BNP | 4 OOMIN. DAKE Be Qui ED} — i “i g Cig WENT | Q » a 5206 vy || | g ¢ 8 PLE FRAME ALL 4 9 \J i\ > e $265 Peon Lorie ae 7) i ob eoscsecnee si oS Pp LDB f Tee oF Zp ne a i ae on = % ey Hel , m RZ an ~<a ——f i PUTEN Bp os 3 g i i A Ss 6 [}) READING: BM \ Ss es & et \ io} ae “+ 4 Qs Veh op |) ¢ 336 OPK es ve Hn 263 Zz, eas BrAeTiG ner. Rule IN WALLS ROD EAT. | en ET PEGEEP GR AOS (TYR) = | 225" te “2 a L _ “CONG ALE SAE 15 ML PEL vipa | AMventenerer ANE | PROPOSED FIRST FLOOR/DECK PLAN STaTsyal PROPOSED SECTION ‘A-A’ | | “2 1s|s | =1e 4 ¥ Issued For VARIANCE 112/4 /26 Aovenoum #4 Construction | Bid Preliminary 25 V2 BN! x 418". Proposed Elevations, Section A-A eg As Ra Ba fa jot) $= 4 a ae r= = io} eo D a on - GX%6 PRESSURE TREATED & al & ae _ ad Ba fm Eg - | y BEBE Roofing: ELECTRICAL SYMBOL LEGEND cone TEL. post aa 2°x10"@16" 0.c., 5/8” CDX plywood sheathing, R49 insulation, “snow & ice” shield along ; ELECTRICAL NOTES tte 4 I i bottom 24” of roof, flashing along all valleys and wall edges, perforated softs and , & Solsctey aw Cy naUN TD 7 an ALL WORK SHALL CONFORM ‘TO ALL STATE AND APPLICABLE CODES, 2 s 5 continuous ridge vents, gutters and downspouts, 15 pound roofing felt, “Timberline na Bote Sine, — “iis SR tyes a = i asphalt shingles by GAF, color to match existing unless otherwise determined. s | sa SE ar noeerscme eo OL SA, kes Dar | ihe GEO, . $ DIMMER SWITCH ; ' Exterior Walls: - EXISTING ELECTRICAL PANEL (200 AMP SERVICE) TO : 2°x4” Douglas fir @ 16” 0.c., R15 batt insulation, 1/2” CDX plywood sheathing, 1/2” R3.3 =G so burtexouruet ; ACCOMMODATE NEW ADDITION . rigid continuous insulation (Formular XPS by Corning or equal), Tyvek or equal wrap, onfN . ALL LIGHTING FIXTURES SHALL BE AS SPECIFIED UNLESS OTHERWISE . oted Hardie Plank siding and trim to match. Interior walls to receive 1/2” f.c. gyp. bd., {\ ROMEKNIES ; NOTED, CONTRACTOR SHALL PROVIDE AND INSTALL FIXTURES. Seale. pct spackled and taped. BOX TYPE: PLASTIC

rdie Plank siding and trim to match. Interior walls to receive 1/2” f.c. gyp. bd., {\ ROMEKNIES ; NOTED, CONTRACTOR SHALL PROVIDE AND INSTALL FIXTURES. Seale. pct spackled and taped. BOX TYPE: PLASTIC FIXTURES SUPPLIED BY THE OWNER SHALL BE INSTALLED BY THE Foundation Notes: son RATINGS: CIRCUF CONTRACTOR. a | 12”x24” reinf. conc. footing at 3’-6” min. below grade, 8” reinf. CMU, parged and : ELECTRICAL SWITCHES AND OUTLETS SHALL BE "DECORA STYLE WITH waterproofed, 4” perforated PVC French drain in gravel bed, pressure treated 2”x6” sill CONDUCTOR SiZHs: ROCKER SWITCHES AND SLIDE DIMMER SWITCHES WITH ON/OFF SWITCH. Sheet Number with 3/4” anchor bolts at 48” o.c., sill seal, termite shield. In the addition install a reinf. ROOM: +14 awg. ged Bonet yee : conc. slab, 6ml poly vapor barrier, 4” compacted gravel bed in the new crawl space. Bret ad peers ° PROPOSED CRAWL SPACE SLAB DETAIL POST SECTION 2 of 3 RIGHT SIDE ELEVATION eh ~ ,

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