26 5 14 Perez 66 Whittlesey West Orange Architectural Floor Plans and Elevations rcd 6 1 2026

ig'-q" 20-15" EXISTING NEW CONSTRUCTION IEW STAIR UP | y TO|GRADE v > REPLACE $ EXIST. Fr STAIRS SI —/ ole [ VIE — als t | + _| S = | __s_| LL Zz -—_ EXIST. STAIR uP STORAGE \ AREA FOR EXIST SECOND LAUNDRY EXIST FLOOR UNIT HALL OO (UNFINSHED) ry Zz ro 9 t+ —4 i H- —) . 5 Lot N E . +9 C ys WATER N) HEATER x 19 EXIST. Zz ae STAIR —Q|O UP. ilied at e 4 WATER L HEATER “FURNACE CL. J ] ] STORAGE AREA FOR FIRST FLOOR UNIT EXIST. EXIST. (UNFINSHED) OFFICE STORAGE | 4 ay py _ 38 EXIST. _ §8 re MASONRY ros otis PIER (TYP.) NEN ons he / MASONRY <U¥ x 2 £ PIER (TYP) a 2 rl 4 EXIST. MASONRY gy STAIR & LANDING v ——— — 6'-0" NEW MASONRY To STAIR & LANDING _gbn 20'-24 Iq'-3" EXISTING BASEMENT PLAN SCALE: 1/4" oll NEW CONSTRUCTION AREA CALCULATIONS FLOOR EXISITING | PROPOSED | COMMENTS BASEMENT 130.4 SF. | 812.3 SF. NEW BASEMENT STORAGE FIRST FLOOR: TNS SF. 812.3 SF. ENCLOSED STAIR 16.3 SF. ENCLOSED PORCH 133.0 SF. 124.5 SF. TOTAL 860.6 SF.| |OO18 SF. SECOND FLOOR 532.4 SF. 241.0 SF. ATTIC 345.4 SF. 490.2 SF.| EXIST. ATTIC FINISHED UNFINISHED] FINISHED/ NEW ATTIC STORAGE/ CALCULATED AREA INCLUDES CEILING OF 6'-8" OR GREATER inari = t. 732.889.8000 email: info@wm-arch.com mol | ARCHITECTURE 128 Broad St., 2nd Fl., Suite B, Red Bank, NJ 07701 weltz AVI LOT: 60 BLOCK: 129 MR. & MRS. PEREZ PROPOSED ALTERATION / ADDITION FOR: 66 WHITTLESEY AVENUE WEST ORANGE, NEW JERSEY PROPOSED BASEMENT PLAN COMM NO: 25018 DRAWN BY: CHECKED BY: ILW/ JAM} JAM REVISED: 05.14.26 REV NEW FRONT LANDING & STAIRS ISSUED FOR COMPLETENESS REVIEW DATE 09 |5.25 ALL DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF WM ARCHITECTURE. THE REPRODUCTION OF THIS DRAWING FOR THE PURPOSE OF COPYING THIS WORK OR REVISING SAID DRAWING SHALL BE CONSIDERED A VIOLATION OF BOTH THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF COMPANY ASSETS, BOTH OF WHICH SHALL BE PERSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES. DRAWING NO: A1.00

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| "EW 238 5 Noe NEW CONSTRUCTION S Sos NEW CONSTRUCTION EXISTING CONSTRUCTION ry} 338 | 5 28 & roe NEW OVER St 5 6 FRAMED | — avy ROOF 5 ro) Uo 5 Q- q O«; c mo €& # Le ° & 3 \Y ], 3) 7 g _- °. \ 7 m= FIBERGLASS 2 os \ y) ROOF SHINGLES & N _ z & \—_/ i] BOze NEW VINYL & = SIDING 5 rT) 3 z i] \ S a rr 1 TOP. 5 <q Q LOP. (MATCH EXIST.) 3 = (MATCH EXIST.) § NEW VINYL z . SIDING € : NEW VINYL 9 8 9 SIDING (TYP.) ao 8 ° NEW ASPHALT Roor SHINE 5 ROOF SHINGLES SHINGLES MATCH 12 e (TYP.) SUB FL. EXIST. é SUB FL. (MATCH EXIST.) < (MATCH EXIST.) a _ ee > — 8 — TOP. = STOP. ] (MATCH EXIST.) [ (MATCH EXIST) s & L 8 | : METAL g cy | = = 36" HIGH RAILING 8 1S " METAL RAILING —\ 5 -! r im a \ a 36" HIGH | me | \ METAL RAILING —— [- Je J £ [ ait i SUB FL 8 . . SUB FL. L Ee 4 (MATCH EXIST.) S (MATCH EXIST.) | S [ T.OP. Ee TOP. | + 4 (MATCH EXIST) a MATCH EXIST) | a 3 P 7] 5 Il Tr 4 8 a 2 fo o>) = =| MASONRY on 7 LINE OF STAIR TO #| STAIRS RIGHT ELEVATION | : as r BASEMENT REAR ELEVATION &LANDING (MATCH SCALE: 1/4" = I'-O" a ox SCALE: 1/4" = [-O" EXIST) MASONRY | i “9 "PIER 2 a TOs Fd {TOS a L J 2 NEW CONSTRUCTION EXISTING CONSTRUCTION 2 & EXISTING CONSTRUCTION NEW CONSTRUCTION : o = N NEW OVER a 9 FRAMED NEW ASPHALT E Lu ROOF _— ~ SHINGLE ROOF 8 --- ——— SS a a Ss = (TYP) % a | cl FIBERGLASS ROOF et Qa. SHINGLES ——- LINE OF ROOF x| Z OVERFRAMING ryYO 4. > 4 —| BEYOND 2 5 ~” in + EXIST. é a haa w x Q 2 ~ > Elz Zz [e) tot ne i Zz, ew < SJ <« ¢tZz > TOP. Six | a] ui wi (MATCH EXIST.) 15 (ov) Wo m1 tr TOP i] z wei] a of. eo . 2s @ E (MATCH EXIST.) elu oe oO = NEW VINYL SIDING i] 2 EO fs) 2 > (TYP) £19 25) § z(4 NEW VINYL Pe VINYL BIO wu} 2 ze SIDING e SIDING Ela es| & Sly NEW VINYL [| 5 gy 0 © NZ SIDING (TYP.) 7 Fe FIBERGLASS a] 4 z 4 ROOF SHINGLES 7 as Oi EXIST.) 8 COMM NO: _ TC . : ui 2 i TOP é 25018 3r— STOP. -_—— “EXIST. u cn ous EL. (MATCH EXIST.) I F 7 a DRAWN BY CHECKED BY EXIST. (MATCH EXIST.) ibe Ut oP SPLW/ JAM) IAM FIBERGLASS = ’ (MRICH EXIT) B | revseo ROOFING (TYP.) c_ 8] 03.14.26 iy H <] REV GRADE & ADDED ° 2] FRONT BLDG. HEIGHT q 36" HIGH 5 8 AL S|] DIMENSIONS in aie | 8] 05.14.26 % RAILING E | REV NEW FRONT & \ E] LANDING @ STAIRS SUB FL. \ é L i — (MATCH EXIST.) é I TOP. an = 4 SUB FL. (MATCH EXIST) t FFE 218.63' | (MATCH EXIST.),| - 3 - TOP. | nd = — == (MATCH EXIST) E EXIST, METAL im METAL oe 2 RAIL & MASONRY i RAILING F MAGONRY PIER = 2 oTers GRADE 21532' >

I TOP. an = 4 SUB FL. (MATCH EXIST) t FFE 218.63' | (MATCH EXIST.),| - 3 - TOP. | nd = — == (MATCH EXIST) E EXIST, METAL im METAL oe 2 RAIL & MASONRY i RAILING F MAGONRY PIER = 2 oTers GRADE 21532' > (MATCH EXIST i | E ISSUED FOR TYP.) : COMPLETENESS = = a LEFT ELEVATION £ REVIEW GRADE 21330 z ten le | | MASONRY SCALE: 1/4" = |'-O g 7 Od 155 NT ELEVATION fare Tos | 5) me OF. FRONT | (MATCH EXIST.) — § | BRAWNG Wo: SCALE: 174" = |'-O" LC = FA TOS gz 2 A2.01