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HomeMy WebLinkAbout2 Channel Point Dr plan 6POST DN. _ TO HDR FUR DOWN CLG AS NEEDED FOR TRUSS DEPTH 3-1 %"x11 Y4" LVL HDR 2"x6" FRAMING 16" O.C. MATCH SIDING w/EXISTING TYVEK HOUSE WRAP Y2" CDX PLYWOOD R-21 INSULATION 6 mil. POLY VAPOR BARRIER Y2" GYPSUM WALL BOARD GARAGE LEVEL WALL FRAMING 2"x6" P.T. FRAMING 16" O.C. TYVEK HOUSE WRAP Y2" CDX PLYWOOD Y2" GYPSUM WALL BOARD 6 A.8 00 I 1-1 3/4" x 11 Y4" LVL_ RIDGE 1" DIA. A-325 THRU I BOLTS w/WASHERS EACT+---r -�- — 2-1 EACH E- LVL— SIDE TYP.S 1- EAACH SIDE - SIDE AS SHOWN RIDGE RIDGE ®® ®® 2-1 3/4"x11 Y4„ _VL 1- EACH SIDE 3-1-Y4"x11 7/a- LVL HEADER CUPOLA FRAMING: 2x10 HIP RAFTERS 2x8 RAFTERS 16" O.C. 12 8 V-GROOVE CEILING POST DN. 1-1 3/4%11 Y4" LVL 1-1 3/4%11 Y4" LVL TO HDR RIDGE RIDGE 1-1 3/4"x11 Y4" LVL NOTE: C TRIM TEXISTING 3-1 3/4%11 /8' RIDGE TOLMATCH LVL HEADER s S�?s !I II I 3/4 I 2"x10" RAFTERS II I 3-1 x1116" LYL HD,�2' O.C. BEYOND /1- x 11 Y4 1-1 %4 x 11 CATHEDRAL CEILING X'�) w/V-GROOVE LEY LVL VALLEBEYOND BEYOND �!-- �- 11-i--I]- -- ---iI--_- 3-1 3/4"x11 Ya' II I_ (D LVL HDR 11 l 1 rl I " FLAT CEILING ! -H o PROPOSED "0 � 3-1 3V'x11 Y4" LVL ;'BATH L FLUSH 3/4" T&G PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL II it I 2'-0" ----"- 202 © 16" O.C. 2x12 C� 16" 2x12 a 16" O.C. ---� ROVIDE 1 LAYER 5/8" TYPE W12X50 OR ----- - _. - ---- - ---- 1 3/4 _ _ _ _ _ - GARAGE X" FIE & E GWB CEILING W14X43 __ ENTIRE STEEL BEAM 3-"x11 3/8" LVL =i DROPPED BEYOND - = SLOPED CEILING WRAP STL. BMS. 11 1 AY 8" A.6 �'� w LA YER 5 __ _ __ _ BELOW STAIRS I / / I I TYPE "X" FIRECODE GWB 3 II 1 1 TS 4%4%.25" TS 4%4%.25" °o COLUMN DN, COLUMN DN. k I -H BEYOND BEYOND I II II 18 RISERS G i GARAGE 16 Q t7Y2° 5" CONIC. SLAB ON ?.T SILL 10 MIL VAPOR RETARDER 2X6 w/SILL SEALER -I ' H � • -III III I I=1 I=1 •'- III IFIII W6X6 W2.9XW2.9 TOP 1/3 OF SLAB 5/8" ANCHOR BOLTS @ 32" O.C. III-1 ' 1-111 -III1 I I l I JI„ 6" COMPACTED FILL MIN. 7" EMBEDMENT I1 III liF w/3"x3%1 /4" PLATE WASHER I -� 38'-0" BACKFILL WALL AFTER CONCRETE 2-#5 BARS 10" THICK x 4'-8" HAS SET A MIN. OF SEVEN DAYS TOP & BTM. TYP CONCRETE WALL ON AND HAS ACHIEVED FULL CONTINUOUS 20%10" STRENTGH CONCRETE FOOTING VERIFY AND MAINTAIN 4' FOOTING COVERAGE S F CT I O N A -A BELOW GRADE j[1 -H PROPOSE REC. ROON POST DN. 12 1-1 3/4" x11 TRUSS A I--, 3 1 " 3-I /4"x1/8 LVL HEADER - CEILING 1-1 3✓4"x11 Y4" LVL - RIDG TRUSS TO HDR " POST DN. 3-1 3/4"x11 Y4" LVL 3-1 �'4"x11 Y4" LVL TO HDR 3-1 3V'x11 7/8" 1 - LVL HEADER " 6' PLATE HEIGHT III '4� _ _ I, � Ifl' 3-1 3/4„x11 Y4 III LVL HDR WALL WALL III old ��� 11 III! III Ili00 �, l 11� II II II 'III it i I�IIII II 18'-0" 3-1 3/4"xl1 �/8» II II I I' �1111 A.7 LVL HEADER 11 pll T11 TRUSS PROFILE: A y. -- MATCH FRAMING 16" Q.G. ��� ,� I `�� � � MATCH SIDING w/EXISTING _ �" _ �� ��: h TYVEK HOUSE WRAP i PROPOSED ( o Y2' CDX PLYWOOD REC. ROOM ; R-21 INSULATION ___ _ 6 mil. POLY VAPOR BARRIER i Y2" GYPSUM WALL BOARD COMPOSITE DECKING - - _ __- 3/4" T&G PLYWOOD SUB -FLOOR MATCH w/EXISTING - - - -- i GLUED AND NAILED, TYPICAL _- - i 2x12 ROOF DECK JOISTS 16 - SECOND FLOOR SUB FLR 0.c — _- :sue CUT TO SLOPE ,Y4" PER FT_ - 3-1 _ r11 Y4" LVL 3/4 - - - " _ �_ 3-1 "x11 Y4" LVL 2x12 ©i6O.C. -_ HEAD HEADER { -- - 12 R COMPOSITE DECKING-- = A.6 S 4%4%.25" _ BELOW JOISTS TUBE STEEL COL _: M TUBE STEEL COL. MATCH w/EXISTING - %"x6"x12" STEEL 5/8"x6"x12" STEEL I BASE PLATE & BASE PLATE & DECKING BELOW 2-3/4" DIA. ANCHOR 2-3/4" DIA. ANCHOR STAIRS --_ -H BOLTS 9 \'ti BOLTS MATCH w/EXISTING"-" -=_ - GARAGE A.8 \\ ;= C5" CONC. SLAB ON 10 MIL VAPOR RETARDER 7.5' 0.20' GARAGE SLAB __ -_-__- _ GARAGE SLAB 7.2 = 24"Wx12"D CONTINUOUS STRIP W6X6 W2.9XW2 v 113 OF S: 5 POOL PATIO = _ FOOTING II -_ -- - w/3-#5 CONTINUOUS BARS. 6" COMPACTEE = __ -- T14&EE _ 4 FOR 2X6 BEARING WALL 10" THICK x 4'-8" 0 CONCRETE WALL ON BEYOND CONTINUOUS 20"x10" A'8 CONCRETE FOOTING NI ' VERIFY AND MAINTAIN 4' FOOTING COVERAGE BELOW GRADE 10'-3" 25'-9> SECTION B-B R-30 INSULATION I ' i I I 1 i. 3/4" T&G PLYWOOD SUB -FLOOR GLUED AND NAILED, TYPICAL STEEL BEAM WRAPPED w/5/8" 2x12 FLOOR JOISTS 16" O.0 TYPE "X" FIRE CODE GWB 5/8 TYPE 'Y' FIRE CODE GWB ENTIRE GARAGE CEILING Y2" GYPSUM IF NO LIVING AREA ABOVE 1x STRAPPING 16" O.C. -DROPPED STEEL BEAM 2"x8" NAILING SLEEPERS BOLTED TO TOP AND BTM. FLANGES BLOCKING STEEL BEAM TO FLOOR CONNECTION 11 SCALE 1 /2" = 1'-0" CARRY EPDM MEMBRANE TO BOTTOM OF DO / 18" UP AT WALL COMPOSITE DECKING MATCH w/EXISTING TAPERED SLEEPERS ABOVE MEMBRANE FOR DECKING EPDM ADHERED ROOFING MEMBRANE - 3/4" PLYWOOD 2x12 P.T. DECK JOISTS 16" O.C. TAPERED w/1 /4:12 PITCH JOIST HANGER COMPOSITE DECKING CEILING MATCH w/EXISTING SLOPE 1/4:12 PITCH o �Q o 2x12 P.T. LEDGER wl 5/s" D I A. LAG BOLTS 16" O.C. 12 ROOF DECK DETAIL SCALE 1 /2 = 1 -0 WALL I I I I DOOR I I I I I I I FLOOR JOIST WALL WO i- O UJI ZQY>.Z U w m z U Z n Ouj �F¢-(JWwl--m �OOOwLU � > twx 2U ¢(jjNO Om�0uiQ zmZwO - zmw O o w z c U O_o¢U>ww� N s- W N w N zNzN >c�vl=co0- lrn F- z Q F_ _..I U z O U )� rr V z w a � U m U) Q U) CL a �- z LL ET 0 Q w z L_ d" � u 0 M I% N O F-- O cn UJI 3 Ld u) _> Z o O z U W0_ U) J LLj Z z Q U N m It w I... � a. F= DATE: 11/1/2021 SCALE: 1/4"=1'-0" - 8 0 1 2 4 DRAWING #: A-6 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE