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Home My WebLink AboutBLD-17-005511FLOOR PLAN- NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS z & DIMENSIONS IN THE FIELD ` 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO MATCH EXISTING HOUSE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED & EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS ' 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 13.) ALL HEADERS LESS THAN 4'0" TO BE 2- 2 x 6's UNLESS OTHERWISE NOTED 14.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Fo FENESTRATION U -FACTOR rn EXIST. i� FLOOR R -VALUE BASEMENT WALL R -VALUE i 1 CRAWL SPACE WALL R -VALUE 115119 0.32 0.55 EXIST. cp A M A2 WALL FRAMING LIVING TOP PLATES AT INTERSECTIONS (FACE NAILED) EXIST. 5-16d AT JOINTS STUD TO STUD (FACE NAILED) DINING 2-16d A2 GARAGE 16d 16d 16" o.c. ALONG EDGES FLOOR FRAMING: si JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) EXIST. 8'0" SLIDING DOOR P.T. 2 x 10's 16" D.C. 2-8d =# — — — — — — — 4'0" x 6'8" ---------------------- FLAT CEILING TO MATCH A 4-16d EACH BLOCK A 3-16d BIFOLD EXISTING HOUSE JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-1Od A2 STAC 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 3- 16d W/D ROOF SHEATHING 50" x 60" WOOD STRUCTURAL PANELS (PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16" o.c. WINDOW 10d 6" EDGE/6" FIELD 0 3'-4" 10d 4" EDGE/4" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d ZN GABLE END WALL RAKE OR RAKE TRUSS 6d 10d 6" EDGE/6" FIELD W/ STRUCTURAL OUTLOOKERS 1,0„ x 6$„ r NEW 1,0„ x 6$„ 4" EDGE/4" FIELD T. A 10 BEA FIXED PANEL 3,4, SUN ROOM FIXED PANEL — 7" EDGE/10" FIELD a� in 6'0"x 68" (CATHEDRAL CEILING) 60" x 68" SLDING 8d 10d SLDING 1/2" & 25/32" FIBERBOARD PANELS 8d — DOOR 1/2" GYPSUM WALLBOARD 5d COOLERS DOOR 7" EDGE/10" FIELD FLOOR SHEATHING co B WOOD STRUCTURAL PANELS (PLYWOOD) B 2 x 10 B AM 1" OR LESS THICKNESS A2 10d 6" EDGE/12" FIELD A2 10d J o 1,0., , 6,8�� FIXED PANEL 9" 9" 1,0„ x 6.8., FIXED PANEL CV cp 2'0" x 57" 4'4" x 57" 70" x 57" CASEMENT CASEMENT CASEMENT bo 4'4" x 22" B HALF ROUND B ABOVE A2 TT' T-10 1/2" 3'-10 1/2" T-7" 14,4„ 14'-11"t FLOOR PLAN- NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS z & DIMENSIONS IN THE FIELD ` 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, DETAILS, & FINISHES IN THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO MATCH EXISTING HOUSE 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 8TH EDITION AMENDEMENT & IRC2009 5.) 110 MPH EXPOSURE B WIND ZONE 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED & EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS ' 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS TO BE 3000 PSI 11.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 13.) ALL HEADERS LESS THAN 4'0" TO BE 2- 2 x 6's UNLESS OTHERWISE NOTED 14.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. 0 N SEE ELEVATION PLANS DEVELOPED BY CAPIZZI HOME IMPROVEMENT FOR EXTERIOR DETAILS, SHTS. A1,2,3,4 A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION FILE COPY P.T. 2 x 10 LEDGER BOARD SCREWED TO SOUD 1BLOCKING W/ JOIS S H NGERS ERLOK SCREWS 6' o.c EXIST. EXIST. BASEMENT GARAGE A CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Fo FENESTRATION U -FACTOR rn CEILING R -VALUE i� FLOOR R -VALUE BASEMENT WALL R -VALUE i 1 CRAWL SPACE WALL R -VALUE 115119 0.32 0.55 T cp A M A2 0 N SEE ELEVATION PLANS DEVELOPED BY CAPIZZI HOME IMPROVEMENT FOR EXTERIOR DETAILS, SHTS. A1,2,3,4 A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION FILE COPY P.T. 2 x 10 LEDGER BOARD SCREWED TO SOUD 1BLOCKING W/ JOIS S H NGERS ERLOK SCREWS 6' o.c EXIST. EXIST. BASEMENT GARAGE A CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR SKYLIGHT U -FACTOR CEILING R -VALUE WOOD FRAMED WALL R -VALUE FLOOR R -VALUE BASEMENT WALL R -VALUE BASEMENT SLAB R -VALUE 110(4FT.DEEP) CRAWL SPACE WALL R -VALUE 115119 0.32 0.55 49 20 or 13 + 5 A 15/19 A2 WALL FRAMING -0 TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2- 16 d 2-16d A2 HEADER TO HEADER (FACE NAILED) 16d 16d 16" o.c. ALONG EDGES FLOOR FRAMING: si JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d P.T. 2 x 10's 16" D.C. 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-1Od W/ MID -SPAN BLOCKING BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 3- 16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS (PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16" o.c. 8d 10d 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" o.c. 8d 10d 4" EDGE/4" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE END WALL RAKE OR RAKE TRUSS 6d 10d 6" EDGE/6" FIELD W/ STRUCTURAL OUTLOOKERS r 8d 10d 4" EDGE/4" FIELD T. A 10 BEA 3,4, GYPSUM WALLBOARD 5d COOLERS — 7" EDGE/10" FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD)— CV 8d 10d 3" EDGE/12" FIELD 1/2" & 25/32" FIBERBOARD PANELS 8d — 3" EDGE/6' FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS (PLYWOOD) 3- P.T. 2 x 10 B AM 1" OR LESS THICKNESS 8d 10d 6" EDGE/12" FIELD GREATER THAN V THICKNESS 10d J io cp zo bo B B A2 A2 � 1 NEW 10" DIA. CONCRETE SONOTUBES W/ 24" DIA. BIGFOOT FOOTINGS UNDER- NEATH TO 4'0" BELOW GRADE. USE SIMPSON ABU66 POST BASE CENTERLINE OF BEAM TO BE AT CENTERLINE OF PIER TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE, ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY CR'AS BUILT' COMPLIANCE. DATES T BUfLDING FFI IAL IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U -FACTOR SKYLIGHT U -FACTOR CEILING R -VALUE WOOD FRAMED WALL R -VALUE FLOOR R -VALUE BASEMENT WALL R -VALUE BASEMENT SLAB R -VALUE 110(4FT.DEEP) CRAWL SPACE WALL R -VALUE 115119 0.32 0.55 49 20 or 13 + 5 30 15/19 EACH END WALL FRAMING NOTES: 1. R -VALUES ARE MINIMUMS & U -FACTORS ARE MAXIMUMS. 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3. REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION 3- P.T. 2 x 10 BEAM T-5 1/2" t FOOTING/F T-5 1/2" FASTEN JOISTS TO BEAMS W/ SIMPSON H2.5 A TIES AT ALL BEAMS RAMING PLAN_ NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: 0CVOILO -A THESE DRAWINGS PRIOR TO START OF BLOCKING TO RAFTER (TOE NAILED) 2- 8d 2- 10d EACH END RIM BOARD TO RAFTER (END NAILED) 2- 16 d 3- 16d EACH END WALL FRAMING -0 TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2- 16 d 2-16d 24" o.c. HEADER TO HEADER (FACE NAILED) 16d 16d 16" o.c. ALONG EDGES FLOOR FRAMING: si JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-1Od PER JOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-1Od PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEDO 2- 16 d 3- 16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS (PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16" o.c. 8d 10d 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" o.c. 8d 10d 4" EDGE/4" FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6" EDGE/6" FIELD GABLE END WALL RAKE OR RAKE TRUSS 6d 10d 6" EDGE/6" FIELD W/ STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS — 7" EDGE/10" FIELD WALL SHEATHING: WOOD STRUCTURAL PANELS (PLYWOOD)— STUDS SPACED UP TO 24" O.C. 8d 10d 3" EDGE/12" FIELD 1/2" & 25/32" FIBERBOARD PANELS 8d — 3" EDGE/6' FIELD 1/2" GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS (PLYWOOD) 1" OR LESS THICKNESS 8d 10d 6" EDGE/12" FIELD GREATER THAN V THICKNESS 10d 16d 6" EDGE/6" FIELD COTUIT BAY DESIGN LLC NEW ADDITION/REMODELING FOR: 43 BREWSTER ROAD 5 649 MIDURA RESIDENCE PH. (508) Fnx�so� 274-1166 A�k (508) 539-9402 15 BURNIGN TREE LANE SOUTH YARMOUTH, MA,w,,,, OF #44 Sym ' MICHELE yGs THEIF ERRORSIGNER OR OMISSIONS ARE FSHALL BEIOUND ON FIED Y SCALE: DRAWING NO. 0CVOILO -A THESE DRAWINGS PRIOR TO START OF uC.TVRAL v7 CONSTRUCTION. THE BUILDING CONTRACTOR 11 I 11 1/4 " 1 O SV U 34774 WILL BE RESPONSIBLE FOR THE CONTENT -0 t40 Q A 9FGIS IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DATE 9O �G DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF si THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 4/19/2017 i F^' C ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 2x10 RAF 1 1 WIND WAS BARRIER 1 x 3 STRA 1/2" GYPSI TYP. 2 x 4 2- 2 6 HDR. 2- 2 6 HDR. 1K,1J 2K,1J 2-2x8AM V2K,1J 1K,1J SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER & CEILING JOIST BAYS 14'-11"t @ 48" o.c., ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING ROOF FRAMING PLAN NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS IT - TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS 3'0" WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE NEW FASCIA, FRIEZE, & SOFFIT BOARDS TO MATCH EXISTING DETAI L AT WALL SCALE: 1/2" = l'-0" COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE NA. 02649 PH. (508) 274-1166 FAX 508 539-9402 FLOOR JOISTS 4 x 4 POST FROM RIDGE DOWN TO HEADER W/ 2K,1J POSTS UNDER EACH END DOWN TO FLOOR BEAM { SUBFLOOR P.T. 2 x 10's @ 16" o.c --t—EXIST. SLAB INSTALL PEEELL&& STICK RUBBER MEMBRANE BETWEEN LEDGER & SHEATHING P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ JOISTS HANGERS DECK DETAIL 2 x 4's @ 16" o.c. MATCH 12 EXISTING P OF PLATE (j i FIRST FLOOR SUBFLOOR 0 v 2-1 3/4"x9 1/4" LVL RIDGEBEAM SIMPSON BC POST BASE — 4 x 4 POST FROM RIDGE DOWN TO HEADER W/ 4 x 6 POSTS UNDER EACH END DOWN TO FLOOR BEAM + SIMPSON ACE4 �I I POST CAP fl ' BALLOON FRAME GABLE I END WALL ISUNROOI q.T. 2 x 10's @ 16" o.c. SECTION @ SUNROOM NEWAIDDIT101"No/woKEMODELING FOR: MIDURA RESIDENCE 15 BURNIGN TREE LANE SOUTH YARMOUTH, MA pF MAS$aCH DESIGNERTHE ERRORSOR OMIISSIONS ARE FFOUND OUND O P NESE GSR THESE DRAWINGS PRIOR TO START OF SCALE: D RAVO NG NO.:M\G ,LQ �� CONSTRUCTION. THE BUILDING CONTRACTOR / 11 1 (�H GUS WILL BE RESPONSIBLE FOR THE CONTENT 1/4 4 = 1 "�/ STt4OCQ-I1QQ w COIN MMENCDRAWINGS THOUTNOTIFYI<NGTHEJ DESIGNER OF ANY ERRORS OR OMISSIONS. A9 aFGISZ�P C�� THESE DRAWINGS ARE SOLELY FOR THE USE DATE: OF THE OWNEP. NOTED. ANY OTHER USE OF SIONP THESE DRAWINGS REQUIRES THE WRITTEN ONSENT OF THE DESIGNER UNDER THE 4/19/2017 RCHITECTURAL COPYRIGHT PROTECTION r -7 t? 7/ ,, , f % ACT OF 1890 TYP. ROOF CONST. CONT. RIDGEVENT - 2 x 10 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES -15LB. FELT PAPER NEW ROOF TO BE OVER EXIST. 2 x 4's @ 16" o.c. -- .— +- \ / - SPRAY FOAM INSULATION 1" SLOPED CEILINGS (R=3$) BUILT - 11" BATT INSULATION ROOF STRUCTURE j(,f�r2J G e 1 MATCH 12 EXISTI NG @ FLAT CEILINGS (R=49) ASIMPSON HURRICANE CLIPS I (?+t f G LLRAFTER ENDS CUT EXIST. ROOF RAFTERS Iit +r'r ►nfT. 2%) - ICE/ WATER SHIELD AT BOTTOM FOR ACCESS INTO NEW loor TOP OF PLATE MOHR P.T. 2 x 10's @ 16" o.c. 3'0" OF ROOF - PROP -A VENT BETWEEN RAFTERS ATTICE ABOVE SUNROOM __ ___ _ 2- 1 3/4" 7 1/4" LVL HDR. - WIND WASH BARRIERS -ALUMINUM IP EDGE+ ` YP. BOARD 1/2"Gx z ON 3 STRAPPING ON1x3. M �D/R� TYP. Y 1 ALL CONST. cn N E`tIV 1. 2 x 4 STUDS @ 16" o.c. t w p Q2.1/2" SUN PLYWOOD SHEATHING _ r o ROOM 3. (R=20) SPRAY FOAM INSULATION m 2K,1J I 4.1/2" GYPSUM BOARD AC. i A 3/4" PLYWOOD SUBFLOOR SHINGLE DING 6. TYPAR A2 � A2 GLUED & NAILED VAPOR BIARRIER FIRST FLOOR in x X 4 x OST FROM RIDGE SUBFLOOR FASTEN JOISTS & WALL TO BEAM W/ SIMPSON LSTA24 DO N TO BEAM BELOW, �--- P.T. 2 x 10's @ 16" o.c. I STRAPS AT 48" o.c. NEW 2- 1 3/4" - - 9 1/4' LVL BEAM - - - - 2K,1J 3- GANGED STUDS UNDER 3 P.T. 2 x 10's1pffip -- --- -- - P.T. 2 x 10's (�// y¢.,b� v-/ 3,-4„ 1K,1J EACH END OF BEAM R30 RIGID INSULATION 3 I /4" F.T. PLYWOOD -- (( i4 r / ` A l fl X � �`�(,8 K'1 Q o SEAL ALL JOINTS I W 0 2J LU 2J w o l ¢ LU o w GO Jw �' J �w 10" DIA. CONCRETE SONOTUBES o vQ ON 24" DIA. BIGFOOT FOOTINGS .-w C) w TO 4'0" BELOW GRADE. USE X0o j I X� SIMPSON ZMAX ABU 66 POST BASE _ x - x B " N ` B A SECTION @ SUNROOM Mry A2 2J 2J�" A2 A2 IK,lJ I 1K,1J 2x10 RAF 1 1 WIND WAS BARRIER 1 x 3 STRA 1/2" GYPSI TYP. 2 x 4 2- 2 6 HDR. 2- 2 6 HDR. 1K,1J 2K,1J 2-2x8AM V2K,1J 1K,1J SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER & CEILING JOIST BAYS 14'-11"t @ 48" o.c., ALLOW SPACE FOR AIR FLOW ON THE UNDERSIDE OF ROOF SHEATHING ROOF FRAMING PLAN NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS IT - TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS 3'0" WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE NEW FASCIA, FRIEZE, & SOFFIT BOARDS TO MATCH EXISTING DETAI L AT WALL SCALE: 1/2" = l'-0" COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MASHPEE NA. 02649 PH. (508) 274-1166 FAX 508 539-9402 FLOOR JOISTS 4 x 4 POST FROM RIDGE DOWN TO HEADER W/ 2K,1J POSTS UNDER EACH END DOWN TO FLOOR BEAM { SUBFLOOR P.T. 2 x 10's @ 16" o.c --t—EXIST. SLAB INSTALL PEEELL&& STICK RUBBER MEMBRANE BETWEEN LEDGER & SHEATHING P.T. 2 x 10 LEDGER BOARD SCREWED TO SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 16" o.c. W/ JOISTS HANGERS DECK DETAIL 2 x 4's @ 16" o.c. MATCH 12 EXISTING P OF PLATE (j i FIRST FLOOR SUBFLOOR 0 v 2-1 3/4"x9 1/4" LVL RIDGEBEAM SIMPSON BC POST BASE — 4 x 4 POST FROM RIDGE DOWN TO HEADER W/ 4 x 6 POSTS UNDER EACH END DOWN TO FLOOR BEAM + SIMPSON ACE4 �I I POST CAP fl ' BALLOON FRAME GABLE I END WALL ISUNROOI q.T. 2 x 10's @ 16" o.c. SECTION @ SUNROOM NEWAIDDIT101"No/woKEMODELING FOR: MIDURA RESIDENCE 15 BURNIGN TREE LANE SOUTH YARMOUTH, MA pF MAS$aCH DESIGNERTHE ERRORSOR OMIISSIONS ARE FFOUND OUND O P NESE GSR THESE DRAWINGS PRIOR TO START OF SCALE: D RAVO NG NO.:M\G ,LQ �� CONSTRUCTION. THE BUILDING CONTRACTOR / 11 1 (�H GUS WILL BE RESPONSIBLE FOR THE CONTENT 1/4 4 = 1 "�/ STt4OCQ-I1QQ w COIN MMENCDRAWINGS THOUTNOTIFYI<NGTHEJ DESIGNER OF ANY ERRORS OR OMISSIONS. A9 aFGISZ�P C�� THESE DRAWINGS ARE SOLELY FOR THE USE DATE: OF THE OWNEP. NOTED. ANY OTHER USE OF SIONP THESE DRAWINGS REQUIRES THE WRITTEN ONSENT OF THE DESIGNER UNDER THE 4/19/2017 RCHITECTURAL COPYRIGHT PROTECTION r -7 t? 7/ ,, , f % ACT OF 1890