The URL can be used to link to this page

Home My WebLink AboutBLD-20-1726CENTER NEYd AWNING WINDOW SEE REVISED SECTION EXISTING TRIM REMOVED. FRAMING RE`NORKEi TO CLEAR NEW CEILING EXISTING SCREEN PORCH EXISTING SCREEN PORCH REMOVE EXISTING SLATE OVERHANG MING ROOF RFVC9 :' EAS-11NG TR„ AND REWORK RAFI,ERS TO CLEAR NrlW CONSTRUCTION REMOVE SHINGLES NEW )'e" GYp-SUM - 2xS TO FIT R.O. FINAL LENGTH IS EXIS71{3 FOR RIGID INSULATION + r+ a , E fo,j + SIIJD 1 �'4 x 11 %" LVL 0 16" O.C. USE HANGERS (NOT SHOWN) m HEADER ----6-5Y -- ---3'-10 1/2" ' ` & 0 TAILS ---_--- - Z._-- -_ — C.C. NOTE CAN MOVE SKYLJGHT OFF CENTER _ ° "` TO ALIGN WITH 16" O.C. JOIST IF CENTERING NOT iI4 ,:AL. CASTS ONE JOIST + ONE TAIL EACH SIDE \ 11 2'046 V(UNT IN PAIRS WTH JON s F'>ZL. PAIRS. 12'-1 1/4" R.O. MIN "h. z " LADS) VERIFY W/ WINDOWS ORDERED 2" x 24" R10 RIGID ON EXISTING FOUNDATION SPACE BEAM. CUT 2`. TUBE 0 HOUSE" AGAINST EXISTING FOUNDAIICN FIT RIGID --------------------------- (2)J 2 J +STUD FACE BEAM CONTINUOUS, NOTCH END 1 Xt" ------------------ - , FOR SIDE BEAM 1 ----------------3� r t SIDE BEAM SAME AS FACE BUT MAYBE NOTCHED TO 1 1 - CLEAR EXISTING STOOP. HUNG GARAGE END W/HUC _ TIMBER HANGER BOLTED TO GARAGE 4 1/2' INFILL FLOOR PER DETAIL CONT (2) E, u 'r_ NOTE EVE RETURN AND HIP NEW PATIO f NEW SUNROOM 5x6/r? SCALE 1/4" = 1"-0" e%'5 hirci Kovse WC, �\5 j"�C UP 1120 v- x`[N� tJ -- i SEP l:? YARMOUTH OLD KINGS HIGHVVAN' RECElkiED SEP 12 ZU1,9 TO*'N CLERK SOUTH YARMOUTH. 6'-O" NEW FREEZE-�� R�__VISEQ SECTION SCALE 1 /4` -: V-0" L� 46 X" x 46 15" 2x14 P."r, CURB FOR 2x2 CHAMFER ALL S 1 34 x 11 ie" L4 H r NEW PVC TRIM (' c P,:- + . + FVC BED MOI DiF!' NEW 4'-1" x 2'- s" W/ (2) 2x6 HEADER Y4" STRAPPING + 'V t UP TO SKYLIGHT }IFvI'S' 1 _47--- I _ 7-__ - < -~+r r— t 1 210 .:�k�`L'L. E' pTION WALL SEC I SCALE 1/2" = 1'-0" i P&M EXISTING SLATE ALLOWED 3" FOR FINISH + SETTING BED VERIFY MINIMUMS" CONCRETE IN FILL (2) X" DOWELS INTO) WALL 3". (2) DO1'TT_S THRU INSULATION INTO BEAM 3" COMPACTED CRAVEL AS REQUIRED I 1 t � I 4 f$Vw SCALE, 1/2" = 1'-0" CORNER SECTION.. 1 '!d4 x 11 3C LV_ RAf-TERS 1 16" QC,. + 5/8" STRUCTURAL S-#EAT:VNG FACED R39 FIBGRCLASS CATHEDRAL RPERGLAS S AIR 'FACE ABOVE j HrAVY kLUMINUM DRIP EDGE OVER ASPHALT, ViDwSRANE OVER TAPERED INSULATION 1 Yi- --_> 0 i:." PER F007 CLIP RAFTER 0 EXISTING PITCH. ROOF PLYWOOD FITTED TO TOP OF RIGID INSULATION a-< 114SULA-ION STOP BOTH ENDS gMFgONl CLIP 2,5 CET - 307w, e4DS ASPHALT RO',37 SHINGLE OVER ICE/SN=OW PVC TM. VI TO MATCH HOUK, TOP TRIM WOR`ZIN; PONNT. VERIFY 'IWA,_ 'HFtGHT TO MATCH EY.ISTING HOU E. ADD VIZNTING IF REQUIRED -2) 2id3 HI 4.DER, SPACE 2,d ENDS t 16" G.C., IN.,.I.:ATE CENTER. NOTE MULLION JACK 0 CENTER VC FREEZE MATCri Ev.--TING. ix IRIM AS REQUIRED OVER WIND&vs RABBIT RI GID BOARD OVER EXISTING SLATE ASSUMED ±1*. Pr1INAIUM INSU'-A11ON SATE -,'BEAM 1" GRACE BEAM 5 }4' x 11 A" P.T. POVrFR BEAM FLIJE.H WITH TOP OF EXISTING FLOOZ 420 x -%" THREADED RO.° 3x3 WASH£R,41U T BOTH ENDS ----• 2' x 24' R10 RIGID ON EXSTING FOUNDATION SPACE BEAN OUT 20. TUBE 0 HOUSE AGAINST EXISIING FOUNDATI(1PN FIT RIGID TOWN OF Yr"a.<<:1' G. U T H REVIEWED FOP BUILDING AND ZON"NG CODE COMPLI- ANCE. ERRORS OR 0 ,,IiSSIONS DO NOT RELIEVE THE APPLICANTCOMPLIANCE fR061 THE RESPONSIBILITY 0� "AS BUILT" COMPLIANCE. /� DATE: BUILDING OFFICTAL7 1g�L G? acta Q rL m 7:Lq 1,-1`- Ofm 0 j -� Z :> 0 tr (0 JLupQ, LLJ < �1 4 ��•O' 0 <t C) v;, T U < LLI _r® 71 a 0_ Qn< rL n )_ I REMOVE SHINGLES NEW X" GYPSUM :----—'----`------- 6'-O" NEW FREEZE-�� R�__VISEQ SECTION SCALE 1 /4` -: V-0" L� 46 X" x 46 15" 2x14 P."r, CURB FOR 2x2 CHAMFER ALL S 1 34 x 11 ie" L4 H r NEW PVC TRIM (' c P,:- + . + FVC BED MOI DiF!' NEW 4'-1" x 2'- s" W/ (2) 2x6 HEADER Y4" STRAPPING + 'V t UP TO SKYLIGHT }IFvI'S' 1 _47--- I _ 7-__ - < -~+r r— t 1 210 .:�k�`L'L. E' pTION WALL SEC I SCALE 1/2" = 1'-0" i P&M EXISTING SLATE ALLOWED 3" FOR FINISH + SETTING BED VERIFY MINIMUMS" CONCRETE IN FILL (2) X" DOWELS INTO) WALL 3". (2) DO1'TT_S THRU INSULATION INTO BEAM 3" COMPACTED CRAVEL AS REQUIRED I 1 t � I 4 f$Vw SCALE, 1/2" = 1'-0" CORNER SECTION.. 1 '!d4 x 11 3C LV_ RAf-TERS 1 16" QC,. + 5/8" STRUCTURAL S-#EAT:VNG FACED R39 FIBGRCLASS CATHEDRAL RPERGLAS S AIR 'FACE ABOVE j HrAVY kLUMINUM DRIP EDGE OVER ASPHALT, ViDwSRANE OVER TAPERED INSULATION 1 Yi- --_> 0 i:." PER F007 CLIP RAFTER 0 EXISTING PITCH. ROOF PLYWOOD FITTED TO TOP OF RIGID INSULATION a-< 114SULA-ION STOP BOTH ENDS gMFgONl CLIP 2,5 CET - 307w, e4DS ASPHALT RO',37 SHINGLE OVER ICE/SN=OW PVC TM. VI TO MATCH HOUK, TOP TRIM WOR`ZIN; PONNT. VERIFY 'IWA,_ 'HFtGHT TO MATCH EY.ISTING HOU E. ADD VIZNTING IF REQUIRED -2) 2id3 HI 4.DER, SPACE 2,d ENDS t 16" G.C., IN.,.I.:ATE CENTER. NOTE MULLION JACK 0 CENTER VC FREEZE MATCri Ev.--TING. ix IRIM AS REQUIRED OVER WIND&vs RABBIT RI GID BOARD OVER EXISTING SLATE ASSUMED ±1*. Pr1INAIUM INSU'-A11ON SATE -,'BEAM 1" GRACE BEAM 5 }4' x 11 A" P.T. POVrFR BEAM FLIJE.H WITH TOP OF EXISTING FLOOZ 420 x -%" THREADED RO.° 3x3 WASH£R,41U T BOTH ENDS ----• 2' x 24' R10 RIGID ON EXSTING FOUNDATION SPACE BEAN OUT 20. TUBE 0 HOUSE AGAINST EXISIING FOUNDATI(1PN FIT RIGID TOWN OF Yr"a.<<:1' G. U T H REVIEWED FOP BUILDING AND ZON"NG CODE COMPLI- ANCE. ERRORS OR 0 ,,IiSSIONS DO NOT RELIEVE THE APPLICANTCOMPLIANCE fR061 THE RESPONSIBILITY 0� "AS BUILT" COMPLIANCE. /� DATE: BUILDING OFFICTAL7 1g�L G? acta Q rL m 7:Lq 1,-1`- Ofm 0 j -� Z :> 0 tr (0 JLupQ, LLJ < �1 4 ��•O' 0 <t C) v;, T U < LLI _r® 71 a 0_ Qn< rL n )_ C~ a .'L G nn �L 15'-6 1/2"' N 0 a 0 N a Pte"" 0 I i C-frj�1o1 jcvQ�� so ITTiil EXISTING SCBE N _ PORCH SCALE. I/% CENTER NEW AWWNiNG WIDOW SEE REVISED SECTION EYISTING TRIM RDIIOVED. FFAMING REWORKED TO CLEAR .NEW CEII..ING EXISTING SCREEN PORCH REMOVE EX STING 5 -ATE OVERHANG TRiAI K rRAVIN G BU1` 3 N,E`!± ROOF w e E CF il!2D 5��1 g20�9 ,R;r ><'ISE_U_SECTION SCA': FINAL LENGTH IS EXIST F;1'.J FOR RIGID INSULATION + +, I --------------------------------------- _ (2)J +STUD -------------- 7 ------__ x 11 WLVL B16" O.C. 10 _• USE HANGERS (NOT SHOWN) ® HEADER - 61_5 -- ---3'-10 1/2" 8c 0 TAILS Jr -- G.C. NOTE CAN MOVE SKYLIGHT OFF CENTER ---- ---- --- - _� _ _� _ - J TO A' IGN W H 16" O.C. JOIST IF CENTERING NOT �,&VEF ONE JOIST + ONE TAIL EACH SIDE 1W H C':z , r ' 146 h^I'iUN-f IN PAIRS WITH. -'------ - --1 j E Yai i4 PAIRS. 12'-1 1/4" R.O. WN I II C9 ,. VERIFY W/ WINDOWS ORDERED n 1. ?�" P10 RGD ON EX3STING FOUNDATION S?ACE BEAM OUT 2'. TUSE 0 HOUSE AGAINST -------------------------- . X' NG FOUNDA'DON FIT RIGID L ---------------------- ._-_ (2)J 4 Slbf - FACE BEAU CONTINUOUS, NOTCH END 1 3i^ FC}� SIDE BEAti - SIDF 0 SAI. F AS FACE BUT MAYBE NOT(,.HE:D TO I CiEP ti EXISTING STOOP. HUNG GARAGE END W/HUC HANCrR BOLTED TO GARAGE 4 1/2 ' "2 f FLOOR PER DETAIL EvE RETURN AND HIP NEW P,\ P' :s NEW SUhIROOM SCALE l/4' = l' -O' u t E('M A646 46�N�" 2x10 P.T. CURB FO`? 2x2 CHAMFER AU. .i'; 1 N4 x 1LVL Wo NEW PVC TRIM (3 S 4- PVC BED MOLDi?i-; NEW 4'-1" x 2•-,., . 'E!/ (2) 2x6 HEAI`ER 41' STRAPPING + X C: UP TO SKYLIGHT. FlNls- � l a ": to Ir 5ono4iAbf I I M P&M EXISTING SLATE ALLOWED 3" FOR FINISH + SETTING QED VERIFY MINiMU!r 5" CONCRETE IN FILL (2) Y,. DOWELS, INTO WALL 3". (2) DOLLS THRU INSULAP.O INTO DEAM 3' COMPACTED GRAVEL AS REQUIRED WALL SECTION� I SCALE 1/2" = l'-0' 1 -3,4 X 11 7V LII;_ RA9"1ERS rT 16" O.C, + 5/8" SIT:I,CTJRA:L 'EA RUNG FACED R36 FIEERCLASS CATHEvRAI- REIE:RGLASS AIR SPACE ABOVE HEA\°,! kLIJ\d!"13M DRIP EDGE O`r'ER ASPHALT, WElYBi ANE OW'R TWFREi INSUL4TION' 1 Yf -•-y m ,k*" PER FOOT CLIP RAFTER 0 EYISTING PITCa{. k," ROOF PLYWOOD FITTED TO TOP OF RIGID INSULATION -2.( 1;4SULATON STOP' BOTH ENDS SIMF WN CUP 2.:, CTs @OTH ENDS ASPHALT ROC•F SHING; O%l P. ICE, PVC TR TO ?BATCH F'OUSE, TOP TRIM WORK;NG POi 7. VERIFY WIN-;_ HEIGWr 10 I1ATKOH EXIESTING HC -U-` . ADD VENTING If REQUIRED (2) rrE3 H EVER. SPACE 243 EIs:DS t- 16" C.C., fl%SJt-ATE C'LNTEP.. I'd7T:= MULLION 0ACK 0 CENTER '-VC IRE 4:E !'ATC:H EXi-3TiN0, %x V -;Al AS REQUIRED OW,R thl-NuOylS RABBIT PIGIO SCARED OVER EkSTING SLATE t6SUVEO t1". MINIMUM INSULATION SLATE-93EAM 'i' CRkDE.. BEAM 5 y; x 11 ){" P.T. POWR BEAM FLUSH VATH TON OF EXISTNG FLOO:? 42' x %' TTIREADEI) ROD 3x3 WASHER/NUT BOTH ENDS J" x 24' R1v RIGID ON EXISTING FOUNDATION SPACE BEAM CUT '2% TUBE 0 HOUSE AGAINST EXISTING FOUNDATION FIT RIGID v S f� z s 0 �Q I