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.