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Home My WebLink About156 Berry Ave planN M FIRST FLOOR PLAN I I NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & 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 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 5.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE, 900 PSI MIN. 6.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS, MATERIALS TO BE ZMAX OR S.S. 7.) FOLLOW ALL REQUIREMENTS OF THE IECC2021 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. 8.) VERIFY ALL PLUMBING & ELECTRICAL DETAILS W/ OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 9.) ALL WINDOWS & DOORS TO HAVE SILL PANS & ICE/WATER SHIELD FLASHING 10.)ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY OR HORIZONTALLY W/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING 11.) FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION OF ALL WINDOWS AND DOORS 12.) INSTALL ALL ROOF TO WALL, CHIMNEY, & OTHER FLASHING PER MANUFACTURER'S INSTRUCTIONS I 0 ch 1. ROOF DECK PLAN 13.) THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 110 MPH EXPOSURE "B" LOCATION PER SECTION R301.2.1.1 COTUIT 3 BRE SBE ROAD AY DESIGN LLC MASHPEE ,MA. 02649 PH. (508) 274-1166 LEGEND: F7 EXISTING WALLS CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION IECC2021 RESIDENTIAL ENERGY EFFICIENCY DETAILS MASSACHUSETTS STRETCH CODE CLIMATE ZONE 5 (USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.3 (MINIMUM PRESCRIPTIVE INSULATION & FENESTRATION REQUIREMENTS) FENESTRATION U-FACTOR SKYL'GHT U-FACTOR CEILING R-VALUE WOOD FRAMED WALL R-VALUE FLOOR R-VALUE BASEMENT WALL R=VALUE BASEMENT SLAB R-VALUE CRAWL SPACE WALL R-VALUE 0.30 MASS . AMMEND 0.55 60 30 or 20 + 5 30 15/19 '0 (4 FT. DEEP) 15/19 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 2021 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION 5. CHAPTER 5 R503.1.1 BUILDING ENVELOPE EXCEPTIONS STATE. THESE ALTERATIONS DOE NOT NEED TO COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED -STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION -EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. -CONSTRUCTION WHERE THE EXISTIGN ROOF, WALL. OR FLOOR CAVITY IS NOT EXPOSED -ROOF RECOVER -ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED DURING REROOFING SHALL BE INSULTED EITHER ABOVE OR BELOW THE SHEATHING -SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTIGN SINGLE PANE FENESTRATION ASSEMBLIES TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR FENESTRATION ASSEMBLY TO BE REPLACED. NEW ADDITION/REMODELING FOR: FERRANTE RESIDENCE 156 BERRY AVENUE WEST YARMOUTH. MA SEE LEDGER I I DETAIL l l SISTER FRAME NEW 2 x 8's TO EXISTING NOTCHED 2 x 8's @ 16" o.c. AFTER RAISING NOTCHED JOISTS TO BE LEVEL. INSTALL BLOCKING AT MID -SPAN DECK FRAMING PLAN NOTES- 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS . 'EIV�' MAY 112023 I _ B u! - upqN(i 01 :,�;RTMENT BY. a.� 0 4•n. ..--- p THE DESIGNER SHALL BE NOTIFIED IF ANY ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONSTRUCTION THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990 P HOFM,q- ERIC J. CEDERHOLM STRUCTURAL No. 38962 SCALE -. 1 /411 = 1'-011 DATE - 5/8/2023 /__-�C✓zny 79 tr'L- —UU_5?2� =.E. 11.0' FRONT ELEVATION RIGHT ELEVATION P.T. 2 x 8 LEDGER BOARD SCREWED TO TYPICAL ROOF DECK CONSTRUCTION: SOLID BLOCKING W/ (2) LEDGERLOK SCREWS 3/4" PLYWOOD SHEATHING 16" o.C. W/ ZMAX LU210 JOISTS HANGERS INSTALL SIMPSON DTT1Z TENSION TIES RUBBER MEMBRANE AT (4) LOCATIONS FROM HOUSE TO DECK TAPERED P.T. 2 x 4 SLEEPERS JOIST (1) EACH END 5/4 DECKING R60 SPRAY FOAM INSUALTION BOLT RAILING POSTS INTO FRAMING STEP UP ONTO & SEAL AROUND POSTS DECK FROM SECOND FLOOR TAPER 2 x 8's @ 1/8" FASTEN JOISTS TO PER FOOT BEAM W/ SIMPSON ZMAX H2.5A TYP. EXIST. 2 x 8's SISTERED 2 x 8's @ 16'' o.c. TOP OF PLATE 2- P.T. 2 x 6's TYP. 1/2" GYP. BD. ON 1 x 3 STRAPPING @ 16" o.c. TYP.WALL CONST. 1 2 x 4 STUDS @ 16" o.c. EXIST. RE -BUILT 2. 1/2" PLYWOOD SHEATHING Lti LIVING DINING 3. R30 INSULATION 4. 1/2" GYPSUM BOARD 5. W.C. SHINGLE SIDING 6. TYPAR VAPOR BARRIER TYP. 3/4" T & G PLYWOOD FIRST FLOOR SUBFLOOR - GLUED & NAILED SUBFLOOR EL. 11.6' EXIST 2 x 8's EXIST. 2 x 8's AE FLOOD ZONE B.F.E. 11.0' R30 SPRAY FOAM _ INSULATION!N EXISTING CMU FOUNDATION 1 `l ERIC J- WALLS TO REMAIN CEL'i PHOtM STHUC t;RAL t3 No. 38962 , m A SECTION @DINING A2 ALL EXTERIOR MATERIALS TO MATCH EXISTING. ALL PLATE LOOR )OR EL. OD ZONE B.F. . 11.0' AE REAR ELEVATION NAILING SCHEDULE 110 MPH EXPOSURE B )NIND ZONE JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: 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 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. JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-1Od PER JOIST BLOCKING TO JOISTS (TOE NAILED) 2-8d 2-1Od 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 8d 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 6" 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 1" THICKNESS 10d 16d 6" EDGE/6" FIELD C O T U I T BAY DESIGN , L L C 43 B R E WST E R ROAD NEW ADDITION/REMODELING FOR: THE DESIGNER SHALL BE NOTIFIED IF ANYERRSIONS ARE FOUND ON THESE E DRAWINGS PRIOR TO START OF CONSTRUCTION THE BUILD NG CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION SCALE 11 _ 11 1 /4 - 1 -0 DRAWING O. : N MAS H P E E MA. 02649 F E R RA N T E RESIDENCE COMMENCES WITHOUT NOTIFYING THE DESIGNER ARE SOLELYOR OMISSIONS THE USE DATE PH (508) 2 74-1166 OF THE OWNER NOTED ANY OTHER USE OF : A2 . 156 BERRY AVENUE WEST YARMOUTH MA AL REQUIRES THE WRITTEN ITE THESE DRAWINGS CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION 5/8/2023 , ACT