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HomeMy WebLinkAboutBLD-18-006892 RECEIVED IAUG 27 2018 I BUILDING DEPARTMENT BY' MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Ln.,Centerville,Massachusetts 02632-1979•(508)737-8521 •mcudilo@comcast.net August 24,2018 Town of Yarmouth Building Dept. , 1146 Route 28 ' So.Yarmouth,MA 02664 Attention: Mr.JAMES BRANDOLINI • Building Inspector RE: PROPOSED TOBIN SUNROOM ADDITIONS/REMODELING 28 VALLEY RD.,YARMOUTH,MA • Dear Mr. Brandolini, ' • Please be advised that the above captioned project has been Inspected on August 21,2018,and has reviewed the photos of completed corrections to framing for the Sunroom Addition as follows. Note that this approval occurs prior to the closed ' cell Insulation application and Inside face of plywood installation. EXTERIOR GABLE AND SIDE WALLS : 1.ADD SIMPSON DTT2Z TO(2) CENTER PIERS BELOW GABLE WALL TO CONNECT TO BAND BEAM;fill all holes w/SIMPSON required fasteners 2. INSIDE FACE HORIZONTAL PLYWOOD AT B.O.GABLE WALL: add 2x block on the strong to attach edge nailing of 4'sheet © 3"o/c edge nailing all around; 12"o/c field nailing;note that plywood additional nailing required to attach all framing members either side of ea.Joint 3. INSIDE FACE VERTICAL PLYWOOD AT T.O. GABLE WALL: attach 7/16"ply.to all joints, ea. side of joint,edge nailing @ 3"o/c,field nailing at 12"o/c 4. INSIDE FACE VERTICAL PLYWOOD AT SIDE EXTERIOR WALL: attach vertical 7/16"ply.from bottom plate to top plates,3"0/C edge, 12"o/c field • I trust that the above addresses your needs at the present time. Should you have any question on any of the above,please do not hesitate to call: Sincerely, ��P`14 OFIL,t{4ys' �`' MICHELE c'f' • /terK STRUCTURAL y Michele Cudilo, •.; No 34174 y, /2017-317 'b 9P 's os 'J cc: 0.Calle `4stxvALefr RECEIVED A 6 23 2018 it BUIL` 11111 .IME. .ill By: _- RE-INSPECTIONS ALL RE.-INSPECTIONS - $80.00 / DUPLICA it WEATHER CARD -$60.00 ADDRESS: a Q V„w67 /2') DATE: ISSUED TO: II tel IMrO REASON FOR RE- ,3LD _�� 006� INSPECTION: (2-0�yry��t/ BUILDING DEPT.: OCCUPANCY PERMIT: PLUMBING& GAS ELECTRICAL: OTEMR: NAILING SCHEDULE 110 MPH EXPOSURE C WIND 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 INTERS ) 4- 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2- 16 d 2-16d 24" D.C. HEADER TO HEADER (FACE NAILED) 16d 16d 16" D.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 --- 7" EDGE/10" FIELD WALL SHEATHING: WOOD b I KU(; I URAL VANELS (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 ---- 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 NEW 4 x 4 POST FROM RIDGE DOWN TO 2- 1 3/4" x 9 1/4" LVL HEADER, POST DOWN TO BEAM IN THE FLOOR 12 Y2' GYPSUM WALL 8 BOARD ON 1x3 STRAPPING @ 16"o.c. TYP.WALL CONST. 1. 2 x 4 STUDS @ 16" D.C. 2.1/2" PLYWOOD SHEATHING 3. SPRAY FOAM INSULATION (R20) 4.1/2" GYPSUM BOARD iv 5. W.C. SHINGLE SIDING 6. TYVEK VAPOR BARRIER 7. BALLOON FRAME GABLE WALLS AT VAULTED CEILING LOCATIONS 8. MID -HEIGHT BLOCKING AT WALLS WITH 8'0" HEIGHT OR GREATER — 2- 1 3/4" x 16" LVL RIDGEBEAM 2 x 6's @ 16" o.c. SIMPSON BC CAP/BASE — SERIES TYP. ROOF CONST. - 2 x 10 ROOF RAFTERS @ 16" o.c. - 5/8" CDX PLYWOOD ROOF SHEATHING - ASPHALT ROOF SHINGLES - 15LB. FELT PAPER - SPRAY FOAM INSULATION @ SLOPED CEILINGS (R49) - SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS - ICE/ WATER SHIELD AT BOTTOM 3'0" OF ROOF - WIND WASH BARRIERS - ALUMINUM DRIP EDGE CRICKET 2 x 6's @ 16" o.c. BEARING TOP OF PLATE u 3- 2 x 10 BEAM LE\, EXIST. HOUSE NEW SPRAY FOAM INSULATION (R30) NEW 3/4" PLYWOOD FIRST FLOOR SUBFLOOR OPTIONAL 2 x 6 WALLS W/ SUBFLOOR TRIPLE HEADERS 3- P.T. 2 x 10's 16 —2 x 8's @ 16" o.c. 3- P.T. 2 x 8 BEAM NEW 10" DIA. CONCRETE SONOTUBES - ON 24" DIA. BIGFOOT FOOTINGS UNDER o TO 4'0" BELOW GRADE. USE SIMPSON `r ZMAX ABU66 POST BASE W/ 5/8" DIA. J -STYLE BOLT 95% SOIL COMPACTION REQUIRED (TYP.) AT ALL SONOTUBES n SECT 1 O — 3/4" P.T. PLYWOOD, SEAL ALL JOINTS N @ SUNROOM 6" MIN. CLEARANCE RE -GRADE FOR POSITIVE PITCH BASEMEN 3- P.T. 2 x 10's EXIST. BASEMENT 2 x 10's @ 16" o.c. P.T. 2 x 8 W/ 1/2" DIA. BOLT AT 48" o.c., TIE TO EXIST. JOISTS W/ TOE - NAILED SCREWS NEW 8" CMU BUTTRESS W/ #5 VERTICAL BARS AT 48" D.C.. ANCHOR STRAP TO EXIST. WALL 16" o.c. VERTICAL & 32" o.c. HORIZONTAL LAP #5 DOWELS MIN. 20" LG. T WALL BUTTRESS DETAIL THE ADDITION/REMODEL FOR: zMISILL BE OTIFIED IF ANY DRAWING NO.:OMAERRORS OROMISSIONS ARE FOUND OSCALE: cTHEE DRAWINGS PRIOR TO START OFCO UIT BAY DESIGN, LLC CONSTRUCTION. THE BUILDING CONTRACTOR 1 /4� — 1—01 43 B R EWST E R ROAD CUDILO WILL BE RESPONSIBLE FOR THE CONTENT 'T s IN THESE DRAWINGS IF CONSTRUCTION MAS H P E E MA. 02649TOBIN R O STRUGT774 N COMMENCES WITHOUT NOTIFYING THE.C� Q1 RESIDENCE 1 p 34770 �� DESIGNER OF ANY ERRORS OR OMISSIONS. DATE . P H . (5O V) 274-1166 Q THESE DRAWINGS ARE SOLELY FOR THE USE / F C� Q (� `,'�_ FGISTEP G� OF THE OWNER NOTED. ANY OTHER USE OF FAX 5O$ 539-9402MA ZONA �J THESE DRAWINGS REQUIRES THE WRITTEN 6/4/2018 A3 ` ) 2 8 �A L L E Y R D , YARMOUTH , (ri7/��i CONSENT OF THE DESIGNER UNDER THE °� ARCHITECTURAL COPYRIGHT PROTECTION a ACT OF 1990. NEW 10" DIA. CONCRETE SONOTUBES ON 24" DIA. BIGFOOT FOOTINGS UNDER o TO 4'011 BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W/ 5/8" DIA. J -STYLE BOLT ON 95% COMPACTION VA SOLID BLOCKING IN THE OUTSIDE TWO JOISTS BAYS AT 48" o.c. - O r N 10, n" i �!.!.!.!.!.•¢.!.!.!.31.•.!.!.!.!.31.!.!Q.l.!.!.!.!.!.!.!.!.!.!.!¢.!.!.31.1.!. CONCRETENEW 12" DIA. SONOTUBES TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W1 5/8" BOLT ON COMPACTED SOIL EXIST. CRAWLSPACE FOOTING/FRAMING PLAN E2 COTUIT BAY DESIGN, LL( 43 BREWSTER ROAD MAS H P E E , MA. 02649 PH. (508) 274-1166 FAX 508) 539-9402 19'-0" FRAME WALLS PER APA C? PORTAL WALL DETAIL W/ 1 b� 2- 2 X 12 HEADERS TO THE EXIST. CORNERS OR USE SOLID BLOCKING IN THE NEW 4 x 4 POST FROM I ECCUR W/ 4 x 4 CORNERRNER BASEMENT POSTS & 4 x 8 SOLID CONT. OUTSIDE TWO RAFTER RIDGE DOWN TO HDR. HEADERS BAYS AT 48" o.c. W/ SIMPSON BC SERIES i CAP/BASE 2 2J j 2J 2J 2J 2K,2J _ _ 2- 2 x 12 ONT. HEADER 2K,2J AA 1\ A4( 1 Al Al Al W 2J w l \ 0 J \ w 2J M \ w_ wi Nt O \ I 2J c1It 1 \ 1 — EXIST. CMU WALLS W/ x N MINIMAL FOOTING. \ I INSTALL BUTTRESS N l 1 PER DETAIL 2K,2J I MIN. 2- 2 x 6 H DERS AT WINDOW & Li00R I 1 ` i \ I � ` 1 9'-0" NEW CRICKET I IlkW/2x6's@16" \ o.c., VERIFY ALL DETAILS IN THE' FIELD \ ♦ I i 1 Q o / m NEW BUILD OVER ROOF w I ♦ 2 x 6 RAFTERS @ 16" o.c. I o Q�----� x Nr- ADDITION/REMODEL FOR: TOBIN RESIDENCE 28 VALLEY RD, YARMOUTH, MA ROOF FRAMING PLF"' NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's 2 x 10 RAF UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS WIND WAr BARRIER AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS 1 x 3 sTRF 1/2" GYPSI TYP. 2 x 4' 6,41 6,-4,1 61411 /� 3- P.T. 2 x 8 BEAM v zv �PV N jr IN THESE DRAWINGS IF CONSTRUCTION l%IR p9FSIIAO slot,�`� w le Y, (gA ; DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE 2- P.T. 2 x 10's @ 16" o.c. OF THE OWNER NOTED. ANY OTHER USE OF A THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 6/4/201 Q V ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. 3-P.T. 2 x 8 B AM 0 x N H d M 3- P.T. 2 x 8 BEAM t. i �!.!.!.!.!.•¢.!.!.!.31.•.!.!.!.!.31.!.!Q.l.!.!.!.!.!.!.!.!.!.!.!¢.!.!.31.1.!. CONCRETENEW 12" DIA. SONOTUBES TO 4'0" BELOW GRADE. USE SIMPSON ZMAX ABU66 POST BASE W1 5/8" BOLT ON COMPACTED SOIL EXIST. CRAWLSPACE FOOTING/FRAMING PLAN E2 COTUIT BAY DESIGN, LL( 43 BREWSTER ROAD MAS H P E E , MA. 02649 PH. (508) 274-1166 FAX 508) 539-9402 19'-0" FRAME WALLS PER APA C? PORTAL WALL DETAIL W/ 1 b� 2- 2 X 12 HEADERS TO THE EXIST. CORNERS OR USE SOLID BLOCKING IN THE NEW 4 x 4 POST FROM I ECCUR W/ 4 x 4 CORNERRNER BASEMENT POSTS & 4 x 8 SOLID CONT. OUTSIDE TWO RAFTER RIDGE DOWN TO HDR. HEADERS BAYS AT 48" o.c. W/ SIMPSON BC SERIES i CAP/BASE 2 2J j 2J 2J 2J 2K,2J _ _ 2- 2 x 12 ONT. HEADER 2K,2J AA 1\ A4( 1 Al Al Al W 2J w l \ 0 J \ w 2J M \ w_ wi Nt O \ I 2J c1It 1 \ 1 — EXIST. CMU WALLS W/ x N MINIMAL FOOTING. \ I INSTALL BUTTRESS N l 1 PER DETAIL 2K,2J I MIN. 2- 2 x 6 H DERS AT WINDOW & Li00R I 1 ` i \ I � ` 1 9'-0" NEW CRICKET I IlkW/2x6's@16" \ o.c., VERIFY ALL DETAILS IN THE' FIELD \ ♦ I i 1 Q o / m NEW BUILD OVER ROOF w I ♦ 2 x 6 RAFTERS @ 16" o.c. I o Q�----� x Nr- ADDITION/REMODEL FOR: TOBIN RESIDENCE 28 VALLEY RD, YARMOUTH, MA ROOF FRAMING PLF"' NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 10's 2 x 10 RAF UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS WIND WAr BARRIER AT ALL RAFTERS ENDS 3.) VERIFY GUTTER TYPE/LAYOUT W/ OWNERS 1 x 3 sTRF 1/2" GYPSI TYP. 2 x 4' TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS 3'0" WIDE ICEIWATER SHIELD ALUMINUM DRIP EDGE PVC FASCIA, FRIEZE, & SOFFIT BOARDS TO MATCH EXISTING ROOF/WALL DETAIL lr ON DC RE FOUND OMISSIONS ERRORS OR OMISSIONS ARE FOUND ON ERRORS THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR/� `r ALL : v v 11 1 1-011 1 /4 DRAWING NO.: oMG v zv �PV N jr IN THESE DRAWINGS IF CONSTRUCTION l%IR p9FSIIAO slot,�`� w le Y, (gA ; TYPICAL ASPHALT ROOF SHINGLES 5/8" CDX PLYWOOD SHEATHING 15# FELT PAPER SIMPSON H 2.5A HURRICANE CLIPS 3'0" WIDE ICEIWATER SHIELD ALUMINUM DRIP EDGE PVC FASCIA, FRIEZE, & SOFFIT BOARDS TO MATCH EXISTING ROOF/WALL DETAIL lr ON DC RE FOUND OMISSIONS ERRORS OR OMISSIONS ARE FOUND ON ERRORS THESE DRAWINGS PRIOR TO START OF CONSTRUCTION. THE BUILDING CONTRACTOR/� `r ALL : v v 11 1 1-011 1 /4 DRAWING NO.: 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 2- DATE OF THE OWNER NOTED. ANY OTHER USE OF A THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 6/4/201 Q V ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. REAR ELEVATION I-NEW ASPHALT ROOF (SHINGLES 12 c� 9 ANDERSEN F& SOFFIT BOAR SSCIA, FRIEZE, YlA/1 � z zz/ r.F FIRST FLOOR PLAN_ LEGEND: Q EXISTING WALLS --� CONSTRUCTION TO BE REMOVED MI NEW CONSTRUCTION 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 CRAWL SPACE WALL R -VALUE 0.30 MASS. AMMEND. 0.55 49 20 or 13 + 5 30 15/19 10 (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 2015 CHAPTER 4 FOR ALL INSULATION & ENERGY REQUIREMENTS 4.13 + 5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR & R13 CAVITY INSULATION COTUIT BAY DESIGN, LLC 43 BREWSTER ROAD MAS H P E E , MA. 02649 PH. (508) 274-1166 FAX 5081539-9402 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 BE 6-10" ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 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 HEADERS LESS THAN 4 FEET TO BE (2) 2x6's UNLESS OTHERWISE NOTED 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. 2 GRADE 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.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION INSTALLER/CONTRACTOR. ADDITION/REMODEL FOR-: TOBIN RESIDENCE 28 VALLEY RD. YARMOUTH. MA TOWN OF YtA �M UTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR Olvl'P ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCE] DATE: 6'%! -/0c BUILDING OFFICIAL �\ p\�h OF &14.\ N1ICHELE c g CUDILO �' oSTRUCTURAL No 34774 A9G9�GIST6P THE DESIGNER SHALL BE NOTIFIED IF ANY SCALE DRAWING NO. : ERRORS OR OMISSIONS ARE FOUND ON THESE DRAWINGS PRIOR TO START OF CONTRUCTON- THE BUILDNG CONTWILLS BERESIPONSIBLEFORITHE CONTENTTOR 1/4�� - 1f-0ll IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. DATE THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED. ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN 6/4/201 Q lJ CONSENT OF THE DESIGNER UNDER THE ,A 1 ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990.