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RC-0276-2021 m a Ln Q 0 M In cV N 'C GABLE RAFTER 0 a 2x8 RAFTERS ALUM. FASCIA = ® 24" O.C. 2x SUB FASCIA __ Q 2x6 LOOK OUT FRAMING No. DESCRIPTION DATE "n REVISIONS ti VENTED VINYL DBL. r- 2x12 RIDGE SOFFIT N 0 VINYL TRIM �W/ a m F-3 f" Z _ a 3 U 'C) Z W TYP. EXTERIOR WA LL � UJ r- 2x6 STUDS AT 16" O.C. _ }wo Q V aJo 0 W/BATT INSULATION (R-21) � +� 1/2" GYP. BD. INTERIOR (� a FINISH, 1" ZIP-R SHEATHING t[ z o VINYL SIDING <. ,..I � 2oz y La C 0 12 Q c ° �� U s4 d 5 \ 3 00 N (.0 t- n z iF w O _ ¢ W 1- CL a ..j. ► 2 ��' d d ® 2 z o C a L c Z 1`� '- > � z L °: > Cc ao° d Z o a WOOD HANDRAIL � - ALUM. FASCIA Z Q v u�u� a°i V) p w "n 2x SUB FASCIA U - 0 vQ oN Q s 't „ X 2x6 LOOK-OUT �°w '� >°u-w ~ p� a FRAMING v 9i" VENTED VIN 'n 0 SOFFIT WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE Z 4 " N IN VINYL TRI WITH MANUFACTURER'S 0 oC RECOMMENDATIONS, TRADE A-2 A- B. - ASSOCIATION PUBLISHED � °0 WOOD RISER RECOMMENDATIONS AND V) GENERALLY ACCEPTED LOCAL � o _+ CONSTRUCTION INDUSTRY i PRACTICES. !WOODTREAD I 0 w a o r= , a x 2x8 RAFTERS o i a_ Q 24" O.C. N I INGER ° a 4 2x10 BEAM _ _ _ _ a L-____-� ------- _-- - - SECTION N.T.S A-2 A-2 MATCH EXISTING _ — _ NOTE: SECTION 2 Cf) SEE FOUNDATION PLAN FOR DIMENSIONS 00 WALL WIDTHS VARIE. NTE:N.T.S A-2LA-2 9 N _ r-+ PORCH & ENTRANCE PLAN REFER TO PLANS FOR ADDITIONAL 44 1/4 =1 -0' INFORMATION O O ,. o � Ix > •.wwo 4 `t rre�v- ASPHALT SHINGLES N 0 � � � ---- (u a I \\ I 12 \\ i g ALUM. FASCIA/Z2 �— ALUM. FASCIA MAX.PORCH HANDRAIL Q DIST. FROM PORCH TO METAL ROOFING VINYL SIDING GRADE 30" WITHOUT GUARDRAIL I ASPHALT SHINGLES ALUM. FASCIA VINYL TRIM I — CAD FILE NAME ACAD\ACE HOMES\WASHBURN\A-1 ALUM. FASCIA L-�- 1-i I c- SCALE AS NOTED I I 1 II THE SEAL BELOW 15 AN ORIGINAL SEAL DRAWN BY I I I AND IS IN RED INK. ONLY SEALS IN RED INK II I � I II I I III I I ,I 1 VINYL SIDING - - - -- I EI I I I� it II I III I I I ;I I .I I SHALL BE CONSIDERED TRUE ORIGINALS E-I- DRAWING TITLE VINYL TRIM PROPOSED PLAN SIDE ELEVATION I �t � ELEVATIONS 2 4 8 4 2 0 & DETAILS yC'^� & DRAWING No. PORCH HANDRAIL AS REQ'D FRONT ELEVATION GRAPHIC SCALE MAX_ DIST. FROM PORCH TO GRADE 1/4"=1'-0" 1/4" = 1'-0" A- 2 30" WITHOUT GUARDRAIL I s'—o" 54'—©" " LEGEND & NOTES " 26,-0" 2'--0" 25'-4" 8 t CARBON MONOXIDE DETECTOR (HARD WIRED & INTERCONNECTED ® W/BATTERY BACK-UP) - MAX DISTANCE BETWEEN CARBON MONOXIDE DETECTOR AND THE DWELLING UNIT SHALL NOT EXCEED 15'-0" ao I I 00 r-----------------------------------------------------------------------------X! --� r------------------ - - -- --- ----------- --- --- ----------, i T (H WIRED & INTERCONNECTED c -- O SMOKE DETECTOR (HARD 3' 0" SD W/BATTERY BACK-UP) � I i I I " I CONC. PILASTER I - - 6 -10 v oo ! i iit It h I I� BASEMENT SASH ; CONCRETE 8C REINFORCING STEEL NOTES N°. DESCRIPTION DATE -- UP -- ------- I REVISIONS I SD _ " IN GENERAL ALL CONCRETE WORK SHALL CONFORM TO ACi ALL CONSTRUCTION JOINTS SHALL HAVE KEYWAYS UNLESS r 16 -1 + E STANDARDS, SPECIFICATIONS AND RECOMMENDATIONS. NOTED E 1-1/2" DEEP WITH c ' A WIDTH OF 1/3 THE SMALLEST MEMBER UNLESS NOTED - r I ADJUSTABLE I W o L------------- STEEL POST ; I ;* COORDINATE SIZE & LOCATION OF PIPE SLEEVES & CONCRETE OTHERWISE. �� a ' OPENINGS WITH PLUMBING, ELECTRICAL & MECHANICAL TRADES p �, .3 W/24"x24'x12' ; I V, U r L ------------- ; CONC. FOOTING I ; PRIOR TO PLACING FORMWORK. CONCRETE SHALL HAVE A FINAL FINISH AS FOLLOWS: �„ _j W a 6,-p" A. FLOOR SLABS: POWER TROWEL FINISH. x I I , ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615, B. WALKS - FLOAT FINISH. V z a ►- a , A " " I GRADE 60 UNLESS NOTED OTHERWISE. o o W 14-8 9 -11 9 -11 2 -0 16 -1 I , CONTRACTOR IS RESPONSIBLE FOR DESIGN AND PLACEMENT a ^ 0 ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM OF ERECTION SHARING AND BRACING. = >_ W o L A 185 AND BE FURNISHED IN FLAT SHEETS. (� Q 0 jr CONr I I a REQUIRED CONCRETE COMPRESSIVE 5TRENGTH fc AT 28 HOTS E p MN CRANE OR OTHER HEAVY EQUIPMENT SHALL LLB U_ 0 � o i i i i i I i I I { ) D ON SLABS OR ADJACENT TO FOUNDATION Q 3 Z o I a - - - - - - - -�--e-—+—- - -—+-- -�- - - + -�-e----e--�-- - - - - - - ' ' — DAYS IS 4000psi FOR SIDEWALKS AND EXTERIOR SLABS ON GRADE. WALLS.` o z +r M iv ; ; W8x58 STEEL BEAM ' i i i ; M .,,� Y o F W c ' ' ' ' ' _____ �-� a REQUIRED CONCRETE COMPRESSIVE STRENGTH (f c) AT 28 IMMEDIATELY AFTER THE REMOVAL OF FORMS, CONCRETE THAT a - ,� o ° t0 r ----__j �--------J ---- �9 I i DAYS IS 3000psi FOR ALL OTHER CONCRETE WORK. IS EXPOSED SHALL HAVE ALL PROJECTIONS & IRREGULARITIES _ 'U 00 0 oo¢ - o 5'_0" BEAM POCKET i I CAREFULLY REMOVED AND AU_ CAVITIES FILLED WITH MORTAR 1- 4" STEEL POST I -a v �,o a 4" DEEP x WIDTH ; I ALL CONCRETE SHALL BE AIR ENTRAINED 4% to 69o. OF THE PROPORTION USED IN CONCRETE. ' a o i i W/36"x36"x18" I I (/) ° =z - s z OF BEAM x DEPTH S2 1-_ } si o z >- p OF BEAM (TYP.) I I PROVIDE CONTROL JOINTS IN SLABS AS SHOWN ON DRAWINGS = a� °' o a IZ CONC. FOOTING (TYP. U.N.O.) I I CONCRETE TO BE TESTED IN ACCORDANCE WITH SECTION _Z `-' '' a�' 00°�n Q " N i I I AND SO THAT THE MAXIMUM DISTANCE BETWEEN JOINTS o In,n v �^ F j , I , 1704.4 OF THE NEW YORK STATE BUILDING CODE. X LA_ Q CONTRACTOR TO PROVIDE PROOF OF TESTING COMPANY o = v, v - - DOES NOT EXCEED THIRTY (30) FEET. V v a 0 o O .. to 4) oaE CONTRACT TO BUILDING DEPARTMENT PRIOR TO _-�_ � w `-' � � ~ � CONSTRUCTION. o:w .-c� >U_w I I CASEMENT WINDOW M I i WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE M 6 -1O ' WITH MANUFACTURER'S BASEMENT SASH CONC. PILASTER ---\ BASEMENT SASH i x I 6'-10" I RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED } zo " �` 3' O" RECOMMENDATIONS AND 3 0 -- ---� GENERALLY ACCEPTED LOCAL IL---------- ------------� L--------- -- I --- - ---------------------------------- - -------------------------------- --- --- - I _ CONSTRUCTION INDUSTRY °0 PRACTICES. ------------ ------------------- ---- -------------- ---- - � I I I I 8„ I I '-4" i 54'-000 I I � L------------ ---- -- - ---- --- -- -� ' L --------------------------------------------.- T N FOUNDATION PLAN NOTE PROVIDE DIAGONAL BRACING TO THE BEAM O T 1/4"=1'-0" ALL RISERS & TREADS 0 BE UNIFORM IN AT EACH CORNER POST GREATER THAN �+ DIMENSIONS (NOT TO VARY MORE THAN 2'-0" 1N HEIGHT. DIAGONAL BRACING IS ".) IN ANY ONE RUN OF STAIRS. PROHIBITED ON CENTER POSTS. BRACING DIMENSIONS GIVEN ARE FOR OPEN RISERS, SHALL BE FASTENED TO THE POST AT ONE a$ FOUNDATION REINFORCING NOTE: �Ic INDICATES DIMENSION TO BE DETERMINED IN ADD j" NOSING FOR CLOSED RISER. ALL END AND THE BEAM AT THE OTHER WITH Z SOIL TYPE PER SECTION 405.1 IS GROUP I CLASSIFICATION SW. THE FIELD TO MATCH EXISTING OVER FRAMING LUMBER TO BE PRESSURE TREATED, J-0 LAG SCREWS In [� 8" FOUNDATION WALLS TO HAVE #5 VERTICAL REINFORCING AT TOWN OF QUEENSBURY 40" O.C. - MAXIMUM BACKFILL TO BE 7'-0" ON 8'-0" WALL. ONE HORIZONTAL #4 CONTINUOUS REINFORCING BAR IS REQUIRED BUILDING & CODES DEPT. AT THE UPPER & LOWER 12" OF THE WALL. INDICATES TOP OF FOUNDATION -4'-11" c AND AT MIDSPAN. Reviewed Date: a RIM JOIST 2X6SILL TOWN OF QUEENSBURY /—BASEMENT BUILDING DEPARTMENT LINE OF FINISHED GRADE WINDOWS FIN. GRADE wiitthour comr'ments shall not benco construed as TO BE PITCHED AWAY FROM ful��om ai nce witlha the nd s fications are in " New Yorlc�Stale. wilding Codes of FOUNDATION ® 6 IN 10 —0 MIN �.. 1/2"0 ANCHORS AT WINDOW WELL 8'-0" O.C. MAX. AND TO SUIT GRADE 2" RIGID INSULATION a4 1'-0' FROM CORNERS MAX. _ CONDITIONS o �v 8" CONIC. FOUNDATION x WALL WITH DAMP a _ PROOFING TYPICAL BASEMENT 00 as 00 SECTION @ WINDOW n 1/2„=V-0„ #4 DOWELS AT 8'-0" CAD FILE NAME a.. O.C. OR CONT. KEYWAY ACAD\ACE HOMES\WASHBURN\A-1 4" PERF. FOUND. — SCALE AS NOTED DRAIN PIPE IN BED OF 4' CONC. SLAB CRUSHED STONE. WRAP CRUSHED THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY STONE W/FILTER FABRIC. DAYLIGHT -- 6 MIL. VAPOR RETARDER AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAIN PIPING AS ALLOWED BY SITE _ a o b d 6 COMP. FILL DRAWING TITLE CONDITIONS OR CONNECT TO SUMP = f 8x16" CONT' CONC. FOOTING W/2 #4 BARS CONT. ` FOUNDATION SECTION PLAN RV `^(,` ` SECTION S N.T.S A—, A—, FLOOR SLAB SECTION NOTE: 3/4"=V-0" 4 2 0 2 4 8 .:'J- & DETAILS SEE FOUNDATION PLAN FOR DIMENSIONS WALL WIDTHS VARIE. DRAWING No. GRAPHIC SCALE ,.f 1/4" = 1'-0" A— 1 I