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HomeMy WebLinkAbout206 White Rock Road PlansFOR REVIEW REFERENCE NEW PVC EGUAL TO AND MATCHES EXISITNG IN ELEV. 1x12 PVC FREEZE MATCH EXISITI RELOCATED DOOR, 1x4 PVC SIDE lx PVC HEAD AS REQUIRED PVC TRIM ® COURSE LINE, WALL START W/ FULL COURSE. Z FLA LEFT ELEYAMEN ELEVATION SCALE 1/4' = 1'-OSCALE 1/4' = 1'-0' RIGHT ELEVATIONELEVATION SCALE 1/4" = 1'-0" PLANS IN SET A1.0 PROPSED ELEVATIONS; SECTION A1.0 FLOOR PLAN W/ NEW PORCH/DECK S1.0 FOUNDATION PLAN, FRAMING PLANS, REFERENCE NEW PVC EGUAL TO AND MATCHES EXISITNG IN ELEV. REAR SCALE 1/4" A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION BOTH ASSEMBLIES =>R49 SEC -00 0 PORCH SCALE 1/4' = 1'-0" TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR 00ASSONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' FILE COPY DATE:LIANCE.S c BUILDING OFFICIAL .EC,e1rf F� AUG /I 2 !3Rrr> � rUiS TOWN CLEFS °TH YARP40!) -}_ AUG 2 2 2016 YARNIouT'H KING'S KGHl&IAY ra by y AUG - 1 2016 YAR" "0l JTH OLD KING'S HIGHWAY z o< U � Q W r H- F -- z of O W U m 0 U U RSI �I c 0 i m 0 U cz .c .3 (D cu a) U I it- :2M Q F� Y U W J D � L�1 ZO U It O U � r } C) N O] J �W1 F-Q Q Z Q (n Ib 00 ~ (� U Lu N rr Q 00 O 0 m n W to 0 U U RSI �I c 0 i m 0 U cz .c .3 (D cu a) U I it- :2M Ce F� Y U W � D CieU Z F— Q —J/ CL W 0 U U RSI �I c 0 i m 0 U cz .c .3 (D cu a) U I it- E3LDROOM LIVING ROOM DINNING ROOM REMOVE THIS SECTION OF WALL/DOOR P & M ENTIRE CEILING GARAGE Lr— Li x HALL M 12'-1 1/2" 71-8 3/4"cq I x - QEDROOM, BATH FAMILY EMM z n KITCHEN Li _ LAUNDRY .I (COMPLETLY NEW o O o - CABINETS) ❑ I M 8'-6" NEW R.O. 3 REMOVE AND REUSE DOOR � I�I I - 5,_1 1/2" 3r_4 1/2" -- - NEW (1) LEAF CASEMENT TO EXISITNG PHEADER LATES, UP 38x38 V.I.F. OPENING RAISED WIND DESIGN: W = 16'; D= 14'; W/D = 1.14 RIGHT 444 = 0.29% NAIL 2" EDGE, 12" FIELD REAR 4Xc = 0.25% NAIL 2" EDGE, 12" FIELD SEE FRAME ELEVATION LEFT 7/14 = 0.50% NAIL 6" EDGE, 12" FIELD USE 10' SHEETS VERTCAL (3) EDGE ROW STAGGERED TO BOX + (1) EDGE ROW EACH PLATE STAGGERED. REAR TOP BLOCK TOP SEAM 1O ANDERSEN DH30410 OR = 02 ANDERSEN DH26410 OR = DESIGN BASED ON ANDERSEN FOR REFERENCE ONLY G.C. TO PROVIDE SIMILAR HARVEY WINDOW DOUBLE GLAZED, ARGON GAS U 0.32 OR LOWER of 0 o EIGHT S_UIV N�ROOMZn w O 16'-0" ADDITION REAR HOUSE PLAN N SCALE 1/4" = 1'-0" DECK 12'-0" NEW DECK LEFT ON 10LE AUG - 1 YARD 0 0LD 11 -1 -C'S I FOR REVIEW I I I - TYP (U.N.0) 20" BIG FOOT W/ 8" SONO TUBE. 5/8' x 24' R I ANCHOR BOLT PROJECT 9 In r DRILL BAND AND RECESS FENDER WASHER AND NUT. ASSUME TUBE TOP= BOTTOM 2 1,/2"GIRT V.I.F. 15'-7" CORNER PORCH 24" BIG FOOT F6 I W/ 10" SONO TUBE. 5/8' x 24" N j ANCHOR BOLT PROJECT 9 in DRILL BAND AND RECESS FENDER WASHER AND NUT. I ASSUME TUBE TOP= BOTTOM I i GIRT V.I.F. � I F1------------------- 2'0 6 7'-9 1 /2" F2 7'-9 1/2" O I r 2 TOP PORCH SONO TT 10" BELOW EXISITNG FLOOR VERIFY THAT FLOORS ARE EQUAL TOP DECK SONO TUI 12" BELOW EXISITNG FLOOR VERIFY THAT FLOORS ARE EQUAL SONO TUBES SIDE 5'-10" ' 7'-10" 8'-6" 6" PAD FOR 12" ROOF FRAMING SCALE 1/4" = 1'-0" F5 6'-0" DECK NOTE: 1) BOTTOM OF DECK COVERED W/ }" PT PLYWOOD 9 J" FOAM INSULATION R54 2) ALT 1x3 P.T. SCREWED TO BOTTOM OF JOIST AS INSTALLED. POCKET GIRT 6" MIN. FIT 4" PLYWOOD EACH BAY. LUS210 HANGER — 8 J" FOAM INSUALTION = R49 2x10 LEDGER — PORCH FLOOR EQ( TO HOUSE FLOOR 2X10 BRIDGING - (3) 2X10 GIRT F4 & F5 20" BIG FOOT W/ 8" SONO TUBE. 5/8' x 24" ANCHOR BOLT PROJECT 7 In DRILL BAND AND RECESS FENDER WASHER AND NUT. ASSUME TUBE TOP= BOTTOM GIRT V.I.F. 1x10 LEDGER NAILER IN VALLEY, 2x8 VALLEY FRAMING 16" O.C. CENTER LVL 1 PC 4x6 POST TO WALL BELOW O.H. MATCH EXISTING MSTA 18 OVER RIDGE SIMPSON A35 RIDGE (3) 1 3'4x11 1/4 1.9E LVL RAFTERS 2x8 ® 16" O.C. CEILING JOIST 2x6 ® 16" O.C. H2.5 HURRICANE CUPS 00 N V) LEDGER NOTE: BOLT TO HOUSE W/ }x5" GAL LAG BOLTS 16" O.C. STAGGERED. (2) EACH END USE (1) PC LEDGERS HSU410 HANGER LUS208 GAL. HAN 2x10 P.T. LEDGER 6 R O �z Q IAL I Frrrd s'.GC 52`s 7"t, S` ali 7W a 0 ce tftR1 tZ lk 'f a'23 O U 0 12� N 0 � srn�r[n:nt 0 v 0 zafyV)00 Q Lj- 7m mu wlz� 3iw:md3 v� 4� fmti ' ti,rr'wr ':: :X' 7?b I, Q I) W (3) 2X10 GIRT O Of In O W O Tariq=. wPls V41 WN �> O n I R € XN O_ ad,9 dFrk 22`€:s +,3;'s F?.'4 dac�izblr &.�sMcv:. 8r,?3 762£;. Total 2M!h $_'AA 6M i Emepr'h CL' 3750 d4Z2 WZ' 54"'<tne VGU: Z NO')w tAc 2fm.. 3;p bot =.c wI _. 654, 4M4 _ z,.y f7ot 2a tr,' 2 5rvz: a :rst5. 66M O I r 2 TOP PORCH SONO TT 10" BELOW EXISITNG FLOOR VERIFY THAT FLOORS ARE EQUAL TOP DECK SONO TUI 12" BELOW EXISITNG FLOOR VERIFY THAT FLOORS ARE EQUAL SONO TUBES SIDE 5'-10" ' 7'-10" 8'-6" 6" PAD FOR 12" ROOF FRAMING SCALE 1/4" = 1'-0" F5 6'-0" DECK NOTE: 1) BOTTOM OF DECK COVERED W/ }" PT PLYWOOD 9 J" FOAM INSULATION R54 2) ALT 1x3 P.T. SCREWED TO BOTTOM OF JOIST AS INSTALLED. POCKET GIRT 6" MIN. FIT 4" PLYWOOD EACH BAY. LUS210 HANGER — 8 J" FOAM INSUALTION = R49 2x10 LEDGER — PORCH FLOOR EQ( TO HOUSE FLOOR 2X10 BRIDGING - (3) 2X10 GIRT F4 & F5 20" BIG FOOT W/ 8" SONO TUBE. 5/8' x 24" ANCHOR BOLT PROJECT 7 In DRILL BAND AND RECESS FENDER WASHER AND NUT. ASSUME TUBE TOP= BOTTOM GIRT V.I.F. 1x10 LEDGER NAILER IN VALLEY, 2x8 VALLEY FRAMING 16" O.C. CENTER LVL 1 PC 4x6 POST TO WALL BELOW O.H. MATCH EXISTING MSTA 18 OVER RIDGE SIMPSON A35 RIDGE (3) 1 3'4x11 1/4 1.9E LVL RAFTERS 2x8 ® 16" O.C. CEILING JOIST 2x6 ® 16" O.C. H2.5 HURRICANE CUPS 00 N V) LEDGER NOTE: BOLT TO HOUSE W/ }x5" GAL LAG BOLTS 16" O.C. STAGGERED. (2) EACH END USE (1) PC LEDGERS HSU410 HANGER LUS208 GAL. HAN 2x10 P.T. LEDGER Z(� Z F Z R X I co W LJ 1n R w U) * -I 0 PORCH DECK FRAMING SCALE 1/4" = 1'-0" DROP DECK FRAME 4" BELOW PORCH FRAME (2) 2X8 P.T. BRIDGING FOR DECK. CTR OF DECK BOARD (3) 6" TIMBERLOCK E.W. (2) 2X8 P.T. LSTA21 TYP OVER RIDGE (3) 1 3'4x9 Ys" LVL. CTR FULL LEGTH INC VALLEY LSTA18 TYP 2x6 COLLAR TIE BEYOND 0 16" O.C. LSTA18 TYP A35 W/SDS BOLT SD AS SHOWN 6" O.C. (2) 2x8 W/ 2" RIGID CENTER 10' SHEAR PANEL EACH END � (2) ROWS BD 6" O.C. (1) ROWS 8D 12" O.C. I I j j I I I 1 I I I I I 1 I I I 1 AIN,, REAR WALL FRAMING SCALE 1/4" = 1'-0" I DECK FRAME DROPS 4" (4) ROWS BD 6" O.C. I I I I I I I I I I 1, Irl c Ti 6 R O �z Q IAL I Y � S` U a i ce O F- O O U 0 12� N 0 � EL. --- mUO JJZ� 0 zafyV)00 Q Lj- O IAll, ) U � v~i olo UJ Om I, Q I) W (3) 2X10 GIRT O Of In O W O < O 0 �> O I R FJ•o z i Z Z C3 N F- > F61,14 11 U L' W 4 j I I I I A 2x10 0 16" O.C. 2x8 P.T. ® 12" O.C. I I I 1 'F ,F F4__ (2) 2X10 P.T. t 16'-0" Z(� Z F Z R X I co W LJ 1n R w U) * -I 0 PORCH DECK FRAMING SCALE 1/4" = 1'-0" DROP DECK FRAME 4" BELOW PORCH FRAME (2) 2X8 P.T. BRIDGING FOR DECK. CTR OF DECK BOARD (3) 6" TIMBERLOCK E.W. (2) 2X8 P.T. LSTA21 TYP OVER RIDGE (3) 1 3'4x9 Ys" LVL. CTR FULL LEGTH INC VALLEY LSTA18 TYP 2x6 COLLAR TIE BEYOND 0 16" O.C. LSTA18 TYP A35 W/SDS BOLT SD AS SHOWN 6" O.C. (2) 2x8 W/ 2" RIGID CENTER 10' SHEAR PANEL EACH END � (2) ROWS BD 6" O.C. (1) ROWS 8D 12" O.C. I I j j I I I 1 I I I I I 1 I I I 1 AIN,, REAR WALL FRAMING SCALE 1/4" = 1'-0" I DECK FRAME DROPS 4" (4) ROWS BD 6" O.C. 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