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HomeMy WebLinkAbout34 glenwood st plan 2ANDERSEN DM WINDOWS MATCH TRIM TO EXISTING 4XG POSTS, BOXED OUT TO 1 2" WIDE W.C. SHINGLES (TYPICAL) _77- ALUMINUM GUTTERS * DOWNSPOUTS i'- i TOP PLATE ALIGN TO EXIST. HDR f 011 / r— / o in EXISTING FIRST FLR I I f I L-I L_� S1 t1S2 6 kA ;�F �S4 6 4" (+/-) BASE FLAIR PROP. CUSTOM CUPOLA COPPER ROOF - COPPER CAP STONE VENEER o I ASPHALT ROOF SHINGLES OVER 1 5# FELT 12 9.25 ANDERSEN DH WINDOWS 12 (+/) MATCH TRIM TO EXISTING 7 EXIST. CEILING HT. _ WDW HDR Lit- L I _ -- - - B � z PROP 3LIDFR O © ---- O O - -- - - - 4XG POSTS, 13OXED OUT TO 12" WIDE, - - - SHINGLED (TYPICAL) (2) 1 3/4" X 9 1/4" LVL CONT. CORNER TO CORNER SECOND FLR TOP PLATE Aj ALUMINUM GUTTERS DOWNSPOUTS III o r Ln + -- EXISTING FIRST FLR I I I I PROPOSED 4 20 FOOTING FOUNDATION WALL W.C. SHINGLES OVER TYVEK ON I 0 X MATCH EXISTING DESIGN COURSING ( I I S1 S2 ( S4 I I I (SEE DETAIL) I I_ — I I I I I I S5 ----------------------------------1,-------� s - - - - - - - - - - - - - - - - - - - ---- -i------ PROPOSED REAR. ELEVATION 1 /4" = 1 '-0" V A CEDAR @ 16" O.C. X8 CEDAR CHAMFER 4 SIDES, (TYP) S CEDAR PROPOSED TRELLIS DETAIL "A°' 1" = 1'-0„ PROPOSED LEFT SIDE ELEVATION 1 /4" = 1 '-0" NOTE: CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE MODIFICATIONS AS NECESSARY TO PROVIDE COMPLIANCE WITF1 DESIGN PARAMETERS AS ILLUSTRATED. i N I � I Ln PROPOSED SHINGLE SIDING DETAIL V = 1'-0" EXIST. CEILING HT. WDW HDR SECOND FLR TOP PLATE ISTING FIRST FLR NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE E 4— O z v Q E to � Q O _z co _� (f) o I� ( z Q 0 = ~ O ry Ln Ln m 0 z 0 W ry U z O Q z > s a � w W a� _ 0 - > 2 0 0' 06 Z y Q W3: W w H W ry w 0 Z F W W a °o O O� �M i N V w O F F- DATE: 10 /14 / 22 SCALE: AS NOTED DRAWING #: AZ-8