Supporting Documentation · Dec 18, 2025
2505 A200 PERMIT 250607
179b536f42dd4d9522258c9ccb02a5ca5a5965f0c63c6bd6816561103c924bb3Indexed text
g@lOP OF EXIST. RIDGE 28-0" AFF GAF TIMBERLINE SHINGLES W/ LINE PF EXIST. ROOF BEYOND 50 DOUBLE UNDERLAYMENT NEW PORCH GABLE W/ PITCH (PER NJ IRC 2008 ED. SEC. R 905.2.2) / OF 3/5 OF GAF DECK ARMOR OR £0.— 2X8 DOUGLAS FUR CONTINUOUS LEDGER [NEW OPEN PORCH W/ |\ GAF DIMENSIONAL SHINGLES \\ TO MATCH EXIST. | ——EXTERIOR GRADE 5/8” TONGUE & GROOVE PLY-WD. SHEATHING x= T 2X8 DOUGLAS FUR Wi FRAMING @16" OC. 2X6 DOUGLAS FUR ‘CONTINUOUS LEDGER 2X6 DOUGLAS FUR WO. RAFTERS @16" 0.C. ———— (GIN HATCH INDICATES EXTENT OF EXIST. HOME UNCHANGED We . DECK \BEAM (3)2X8_DOUGLAS_FUR_A_t |— Hpac 8° DIA. PERMACAST W/SO[ID 3/4" THK. WO. jRIN= COLUMNS W/ TUSCAN CAP & BASE (TYP.) arn | i — 1 Y 7 7 — . at — = e e - I 4 a ‘| S 2 ay _ _ lu }—1 ¥° PRESSURE TREATED WOOD DECKING E ROAD a |— SIMPSON HOLD DOWN CLIPS AT EACH JOIST (rP,) KRIDC YT CLEAN CRUSHED ST{ ue ~ =) kK O LL = Tr ©: - ~: < O L O O O Z ©O NEIL RESIDENCE y, 2X10 PRESSURE TREATED JOIST @16" OC. < 10’-0" 2-0" CONT. MASONRY FOUNDATION WALL | GROUTED SOLID W/#4 REBAR 30°0.C \ | (PORCH) (STEPS FACE BRICK PER OWNER SELECTION," LINE OF 14” DIA. CONC, PIERS BEYOND @ STEP STRINGERS. “—LINE OF EXIST. ROOF BEYOND. \—— 4” PERF. DRAINAGE TILE, TIE INTO EXIST. FOUNDATION’ DRAINAGE SYSTEM. SIDE ELEVATION-PORCH ADDITION NEW PORCH GABLE W/ PITCH #4 CONT. REINF, BOTH WAYS———~ \ FOUNDATION TO BEAR A MIN. 36” BELOW FIN GRADE. REFER TO 4/A300 FOR FOUNDATION PLAN SECTION THRU PORCH ADDITION HATCH INDICATES EXTENT OF EXIST. HOME UNCHANGED HATCH INDICATES EXTENT HATC S OF EXIST. HOME UNCHANGED OF o 4h 2x8 ° WD LEDGER.\ pad LINE OF EXIST. , gee 8 FOUNDATIONS 4 (Le REVISION: DATE: [| DESCRIPTION NEW FOOTING TO DOWEL 2X8 RAFTERS _ vans cen INTO EXIST. FOUNDATIONS w/ at 16° OC || te \ (5) 18” LONG #5 BARS & W/ 1:3. PITCH - HILT HIT-HY 200-R EPOxY.—~ NJ — LINE OF COLUMNS BELOW —~__ \ Oe M7 <7 : 2X8 RAFTERS @16” O.C. ° > y il TO ALIGN W/ EXIST. q = ROOF PITCH 7 - ‘ ~ ° — SCALE: 4S NOTED = = Soe oa q \ DATE: 2024 ) =t — \ OB NC ~\—14" DIA. CONC. PIERS 0-7 = 10'-5 2x8 RIDGE BEAM AT GABLE DRAWING TITLE: COORDINATE LOCATION W/ ¥/2:3 PITCH ROOF AND 2X8 L —_ . RAFTERS @16” O.C SIDE ELEVATION, SECTID STEP STRINGERS . . FOUNDATION & FRA DRAWING NUMBER: G PLANS FOUNDATION PLAN- PORCH ADDITIO ROOF FRAMING PLAN- PORCH ADDITIO os ae A 200
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