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', , -"::� - -, ­`,�v,,, ,� _�t�`, A - - - � ..�,� , ,,,, , _.,� ,� "� , - .1 , � , , "., � , � "., ,�:,- .�,�-,,�-,, �,*�,��, _,"',""', �,,:, q, , ,� , 0-1-,, i,�,�',',��,,,.; ..........",""", . .,�",� � ,� : � , , - � ., , � � � � � � � � � , , J:1 � _ _ : � - . - � Town of ggBarnstable Building Post This Card So That rt is UisibleFrom the Street Approved PlansrMust bexRetamed on Job and,; his Card Must be Kept M iPo163 sted Until;Final Inspection3Has Been�Maderx s Where§aCertificate of Occupancy is Required,such Building shall Not,be Occupied untila Final Inspection has been made r; Permit Permit NO. B-17-3705 Applicant Name: ROBERT R PADGETT Approvals Date Issued: 11/13/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 05/13/2018 Foundation BF„��„�,r g�oc,/� k_ Location: 174 COMMERCE ROAD,BARNSTABLE Map/Lot: 319-095 Zoning District: RB Sheathing: =y��o�a��-8rr?/j�'y�� vat Owner on Record: GEORGE,LLOYD H TR Contractor Name ,PADGETT BUILDERS, INC. Framing: 1 a� Contractor,L�cense 100131 Address: 188 COMMERCE RD 2 BARNSTABLE, MA 02630 P Est Pro ect Cost: $563,500.00 J. Chimney: Description: EXISTING HOUSE:RE-ROOF,RE-TRIM, INTERIOR RENOVATION-2 Permit Fee: $2,923.85 .9arN6da Insulation F 6 isopa It BATHS, KITCHEN ENLARGE,NEW SCREEN PORCH,ENLARGE M. Fee Paid: $2,923.85 BEDROOM REMOVE/REPLACE EXST.SUNROOM,NEW MASTER Final: 0 BEDROOM ADDITION SMOKES Date 11/13/2017 f� a" Project Review Req: _ � Plumbing/Gas Rough Plumbing: �> s Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six months•after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documeri. for which•this permit has been granted. V111, l Final Gas: All construction,alterations and changes of use of any building and structures"shal,l be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or,road and shall be maintained open'or pul?lic.inspection for the entire duration of the work until the completion of the same. �� Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by ingthe Build andAFire Officials are,provided on this permit. Minimum of Five Call Inspections Required for All Construction Work t Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ` 315 Parcel Application # 3 70 Health Division ~ Date Issue Conservation A IicatioXee at on pp Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 1 1+ l..flr'1m Lm-g go" Village !�P•N S �E Owner 10- D E6Lfb&QgUo 14 Address l7'� �7+'1Yy of o-c RP AA.11rS'7�6� M R 02430 Telephone (son 3 �2 -3"1'K� I Permit Request �Ai S- 1,'Jj f-AoLi5C-� E—I100F. Ke-S Q�, ICE-794 r"1 , I �1`t t2oa�2 f'lr�►z�`17�0►-� Jo t l 0-y-o E z 8 tqR S. Kx(CAgi kii Lhf_c el', c M,, T� ;� i�r� LAC►5q l j 5 JU vJ g07Y-M N10,) N S-rM 8!!) c 10tI��'1 ''J,✓1D I_rl - 'Square feet: 1 st floor: existing? 45i�proposed 'RO 2nd floor: existing proposed e d Total new SF' Zoning District Flood Plain :Groundwater Overlay Project Valuation 5("S`5oa Construction Type Lot Size 3�,�-5�' �� � Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;d Two Family ❑ Multi-Family (# units) Age of Existing Structure 150 - W% Historic House: ❑Yes )(No On Old King's Highway: )kYes ❑ No Basement Type: �i(,Full ACrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) It 52-0-151 4V f4� Number of Baths: Full: existing new E G Half: existing new_��� G Number of Bedrooms: existing I new Total Room Count (not including baths): existing 9 new ®012 First Floor Room Count � Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing 0146 New Existing wood/coal stove: ❑Yes WNo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ xisting ❑ new size_ Attached garage:Xexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: AUILD/NG DEPT EWLARCIeD (+Iq7-5?) OCT2 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ gar Commercial ❑Yes To VVN or- o If yes, site plan review # NSrAE3'LE Current Use S� Fttnn f o i pe►s k!k _ Proposed Use SirxjgIb Tt APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v$ Q lR tr� 74X Telephone Number Address . a� 13 3 . �`� &ACO , License # L FA - 0-8 0 51 c axrT_ /} 02-(o3�> Home Improvement Contractor# /00I� Emailo 14(3< ?h0QerT e l (b ajE'T1/Vorker's Compensation # R 2\14 C 95 315 0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r F 4ka FOR OFFICIAL USE ONLY -APPLICATION# DATE ISSUED MAP/PARCEL NO. i t r ADDRESS VILLAGE OWNER f . DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING E DATE CLOSED OUT ASSOCIATION PLAN NO. �- "E, Town of Barnstable Regulatory Services snR E.&MAS _ Richard V.Scali,Director '�9 ,0g Eo MP'�a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the sub)ect property- hereby authorize ZOUMT 9 QAV �At0e c to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant.Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepte . --all;/r-L Signa ire of Owne ignature of ApplicaL PAC) Print Name Print Name (A 2a1`7 Date i '• > HOME ENERGY RATERS LLC • P BUILDING PERFORMANCE TESTING In regards to the addition and renovations proposed at 174 Commerce Rd compliance will include the following the Stretch Code Prescriptive path options 401.3 and 401.5. —as detailed below. For the new addition - Prescriptive Option R502.1.1 1. Conform to IECC 2015 Chapter 4 in accordance with sections R402.1.4 • Insulate frame floor above unconditioned basement/crawl to R 30* • Insulate any above grade, wood framed walls with minimum - R 20 • Insulate Ceilings fill the cavity with an insulation of R>3.5 per inch R38 if possible No "Batt" type insulation on strapped ceilings - must make continuous contact - ie; loose blown or spray foam 2. Comply with the table R402.4.1.1 Air Barrier& insulation checklist, including • Air barrier behind the tubs/showers on exterior walls • Fireplace - install an air barrier on the wall prior to installing the firebox. • Rigid air barrier on an walls between heated and unheated spaces/side attics • Seal all penetrations and bypasses into unconditioned areas • Attic access must be insulated and weather-stripped • Additional Thermal Bypass details as required 3. Meet the Fenestration U-Factor Requirements • U Values -Windows =/< .30 • U Values—Skylights =/<.55 • U Values— Opaque Doors=/< .21 • U Values—< %lite Doors/< .27 • U Values—>%lite Doors=/< .32 4. Ducts for HVAC systems shall be sealed and tested to < 4 cfm per 100 sq ft For any areas to be renovated and/or repaired - Prescriptive Option 401.5 1. Areas that involve accessing the envelope shall require the affected portion to comply with the same requirements as listed above and/or fully fill the existing cavity with insulation that is =/> R3.5 /inch Chris Mazzola Certified HERS Rater 8873503 " (some exceptions for existing lumber) 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MR 02562 • (508) 833-3100 • ENERGYCODEHELP.COM • INFO@ENERGYCODEHELP.COM ' ..� t�1�- Cc�MI`-t�`tzcc �a,�D �i�2•N�7�1-3 C,�� l�i� - T` AWC Guide to Wood Construction in High:Wind Areas:11 D mph Wind Zone Massachusetts Checklist for Compfia»ce (780 CMR 530121 r)1 Check 1.1 SCOPE Compliance WindSpeed(3-sec. gust).:................................................................. .................................................110 mph Wind Exposure Category................... ................................ B , .1.2 APPLICABILITY Number of Stories (a roof which exceeds,8,in.12 slope shall be considered a story)_ stories <_2 stories RoofPitch .............................................:::. ..............I......(Fig 2).......................................:..:L <_12:12 MeanRoof Height .................... ......................:. ..........(Fig 2).................................................1-ft <33' ..... Building Width,W..................................................... ­..(Fig 3 ........... zc_> ft <_80' BuildingLength, L ...............................................:...............(Fig:3).,..--,...............................................lift s 80, Building Aspect Ratio(L/W) ...............................................(Fig 4).................................................l•�p <_3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)....................,,-::_.:...,.... '��`--� .............. 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.............:......(Table 2).......... .............................. .� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............:............:............:...........:....:......... ✓' ............................................................. Concrete Masonry ........................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl • Bolt Spacing P 9—general................:................ ........(Table 4)............... in. Bolt Spacing from endfjoint of plate .............................(Fig 5 < Bolt Embedment—concrete....I................... (Fig 5) in.?T ........ . .._. ..... Bolt Embedment—masonry........:............. Fi 5 'g ):............:......... ..... _�in.>_15" Plate Washer.............. :::..........................:.....................(Fig 5)............................................ >3"x 3"x Y4" ,? 3.1 FLOORS Floor framing member spans-checked (per 780 CMR Chapter 55)............ ..-.......... Maximum Floor Opening Dimension..-. ...... Fi 6_. ..... ( 9 )...... ............................... - ft<12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..................... ... ��• Maximum Floor Joist Setbacks "" ...•'•••• Supporting Loadbearing Walls or Shearwall.........:...:..(Fig 7)...................... ft <d Maximum Cantilevered Floor Joists ..... Supporting Loadbearing Walls or Shearwall................:(Fig 8).............. ft <_d s� Floor Bracing at Endwalls """"............ Fi 9 ( 9:.. )................................. .. ... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55) f Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55) / in._ 4 Floor Sheathing Fastening.........................•.. ,r (Table 2)...�d nails at�m edge/ field 4.1 WALLS 4 Wall Height Loadbearing walls..:.............................................. ......(Fig 10 and Table 5)........... 0 ft _<10' ✓ J_ Non-Loadbearing walls................:. (Fig-_10 and Table 5).:.:......... -............�ft <20' r/ .................... Wall Stud Spacing a P g ..........:.... ................. .(Fig 10 and Table 5)..................._coin. <24"o.c. .� Wall Story Offsets ........................................................(Figs 7&8)...................:. CS ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x 6- gft 'O in. _tom Non-Loadbearing walls.....:..........................................(Table 5)..............................2x ft in. . Gable End Wall Bracing r --� Full Height Endwall Studs............................................(Fig.10).........:......................................................... 1� WSP Attic Floor Length.....::........................................(Fig.11).........,.............................:..-:.. ft>_W/3 Gypsum Ceiling Length(if WSP not used) ............... (Fig 11)::.............:. >Q.9W and 2 x 4 Continuous Lateral, @.6 ft. o.c. ...(Fig:11).............................. ....... ... . . :. f or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end.-....j..oist or truss bays__ Double Top Plate Splice Length ........................ ..:............................(Fig 13 and Table 6)..........-.......................... _Z,ft !/ Splice Connection(no.of 16d common nails).............(Table 6)............................... E AWC Guide to Wood Construction in High Wind Areas: 110mph Wind Zone . Massachusetts Checklist for Compliance (780 CMR 5301.2:1.1)' Loadbearing Wall Connections Z - Lateral(no.of 16d common nails)...............................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral(no..of 16d common nails)...............................(Table 8).......................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) .................................. ft-a in.5 11' Header Spans (Table 9) Sill Plate Spans ........................................................(fable 9)..................................jCw ft C in.511' Full Height Studs (no.of studs)...................................(Table 9)........................................................__a --� Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header.Spans.............................................................(Table 9)....................................ft 0 in.<_12' Sill Plate Spans...........................................................(fable 9)..................................�ft Q in.5 12° Full Height Studs(no.of studs)....................................(Table 9)....................................................:..._� —� Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .............................................................................1�b<6'8" SheathingType.............................................(note 4)............................................--........ P Edge Nail Spacing.........................................(Table 10 or note 4 if less) ....................... 3 in. Field Nail Spacing.....................................:.. -(Table 10)..............................::.................�_Zin. Shear Connection(no.of 16d common nails)(Table 10)........................................................4 Percent Full-Height Sheathing .... able 10 ..................................................... ° 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... --&e Maximum Building Dimension,L Nominal Height of Tallest Opening 2.:..................................................................... 6'8p SheathingType.............................................(note 4)...................................................... Edge Nail Spacing ...............(Table 11 or note 4 if less).. .:..:....:........ in. 9 P. 9.......................... . Field Nail Spacing ........................ able 11 .... ...........:..=:.::.................:....... t in. ✓ P g• R ) Shear Connection(no.of 16d common nails)(fable 11). Percent Full-Height Sheathing . able 11 ....................................................1 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts):.................. . Wall Cladding J Rated for Wind Speed? .......................................................... ................................................................ 5.1 ROOFS ✓ (For Rafters Roof framing member spans checked?......................: fters use AWC Span Toot,see BBRS Website) Roof Overhang ..............................(Figure 19)............. (oft smaller of 2'or U3 _mil ........::...:...... Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................:...............................(Table 12)..........:..:..................:...........U=Z 3�If ✓� L P Lateral..............................................(Table 12).............................................L= ff Shear...........:............... ..(Table 12)............................:......:........T= 7 plf �✓ Ridge Strap Connections,if collar tie 1.s not used per page 21... (Table 13 T= If Gable Rake Outlooker.................:...... ,.....:...:.....(Figure 20)............._ft<_smatter of`2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.....:..........................................(Table 14)............................................U= Lateral(no.of 16d common nails)...(Table 14).......................................L=! Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 arj 59) ............ ......... Roof Sheathing Thickness........................................... ..... .............................. >7/16"WS Roof Sheathing Fastening ..............(Table 2) Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following.metal straps and hold downs are not required per the WFCM 110 mph Guide: a. . Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. .The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. LZIts lts AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone. Massachusetts Checklist for Compliance (780 CMR 5301.2:2.0' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. a , iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and:to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double.top plates,band joists, and girders shall be a double row of 8d ' staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment "WHEN THIS EDGE RESTS ON FFAMING USESd NAILS ATfib.c 1 11 If 1 11 1 u 1 it 11 t 11 11 11 , • 11 OY N 1 l m di ii a 1 t. It d II .. 1.1 mAt .. .. .. 11 his �� tl W 1t - 11 11 g I! R 11 u! a Is ss �s Q . 1 p Is - 1 It -.11 ;k 1 1t 11 rl 11 ' tl —is li IJeI DOUgLEOXX ------- 1�~ NAtESPACING _ t Is I 1 v' See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment' C�(l�� i1 AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR s3o1.2.1.1)1 a w ; NZ° 1 1 a 1 i : . m 1 z 1 1; + ' FRAFAING MEMBERS � ' i � l i EDSERa r I ; 1 MAGGERED 1 � 1 1 3'Mrl -MLPATiERN PANEL PA19EL EDGE DOUBLE MAIL EDGE SPACING DRAL Detail Vetcal and Horizontal Nailing for Panel Attachment ®BblsacE�6oble 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\...Ex Living Ran Header Dry 11 span i No cantilevers i 0/12 slope September 6,2017 16:33:25 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Ex Living Rm Header Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: - 111l. 111 ! ! lllllliil ! l : 111 .11lll ! 1111 ! ! 1111 11-06-00 BO 81 Total Horizontal Product Length=11-06-00 Reaction Summary(Down 1 Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 579/0 230/0 B1, 3-1/2" 579/0 23010 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft12) L 00-00-00 11-06-00 10 30 01-04-00 2 Ext.Wall Unf. Lin.(lb/ft) L 00-00-00 11-06-00 80 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,144 ft-Ibs 22.3% 115% 1 05-09700 End Shear 683 Ibs 12.3% 115% 1 00-10-12 Total Load Defl. U626(0.212") 38.3% n/a 1 05-09-00 Live Load Defl. U999(0.06") n/a n/a 2 05-09-00 Max Defl. 0.212" 21.2% n/a 1 05-09-00 Span/Depth 18.3 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 809 Ibs n/a 8.8% Unspecified B1 Post 3-1/2"x 3-1/2" 809 Ibs n/a 8.8% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com I �Bolsecfik6able 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam1...Ex Living Rm Header IN Dry 11 span No cantilevers 1 0/12 slope September 6,2017 16:33:25 BC CALC@ Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Ex Living Rm Header Address: 174 Commerce iRoad Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure yam{ b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • 3 particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=3-1/4" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER@,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOISTO,BC RIM BOARD-,BCI@, Member has no side loads. BOISE GLULAM- SIMPLE FRAMING Connectors are: 1/2 in.Staggered Through Bolt SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory 'Pro trial version www.pdffactory.com v a®**p4&Li-S-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1...Family Rm Window-Door Header Dry 13 spans I No cantilevers 1 0/12 slope September 6,2017 16:33:27 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Family Rm Window-Door Header Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: 06-00-00 06-00-00 06-00-00 BO B1 B2 B3 Total Horizontal Product Length=18-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 127/0 236/0 B1, 3-1/2" 328/0 608/0 B2, 3-1/2" 328/0 608/0 B3, 3-1/2" 127/0 236/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft^2) L 00-00-00 18-00-00 15 30 03-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 391 ft-Ibs 6.8% 115% 1 02-06-12 Neg. Moment -511 ft-Ibs 8.9% 115% 3 12-00-00 End Shear 258 Ibs 6.1% 115% 1 00-09-00 Cont.Shear 409 Ibs 9.7% 115% 4 05-04-12 Total Load Defl. U999(0.021") n/a n/a 2 15-01-12 Live Load Defl. U999(0.014") n/a n/a 7 15-01-12 Total Neg. Defl. U999(-0.002") n/a n/a 2 - 10-11-06 Max Defl. 0.021" n/a n/a 2 15-01-12 Span/Depth 12.6 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 364 Ibs n/a 4% Unspecified B1 Post 3-1/2"x 3-1/2" 936 Ibs n/a 10.2% Unspecified B2 Post 3-1/2"x 3-1/2" 936 Ibs n/a 10.2% Unspecified B3 Post 3-1/2"x 3-1/2" 364 Ibs n/a 4% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. PDF created with pdfFactory Pro trial version www.pdffactory.com i, jy -- 1qY"/41t4e5-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\...Family Rm Window-Door Header Dry 13 spans i No cantilevers i 0/12 slope September 6,2017 16:33:27 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Family Rm Window-Door Header Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure z�I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered • • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 1-1/2" (800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJSTM, Member has no side loads. ALLJOIST®,BC RIM BOARD-,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAM-,SIMPLE FRAMING SYSTEMO,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com R r )W"to&3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...Family Room Flush Beam Dry 11 span I No cantilevers 1 0/12 slope September 6,2017 16:36:41 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Family Room Flush Beam Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: 111 ! 11 ! 1111 ! 1111111l1 ! 111111 ! 111 11 ! 11111 18-00-00 BO 81 Total Horizontal Product Length=18-00-00 Reaction Summary(Down!Uplift) (lbs) Bearing Live Dead Snow wind Roof Live BO, 3-1/2" 1,837/0 3,240/0 B1, 3-1/2" 1,837/0 3,240/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft^2) L 00-00-00 18-00-00 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 21,696 ft-lbs 44.3% 115% 1 09-00-00 End Shear 4,354 Ibs 24% 115% 1 01-03-06 Total Load Defl. U342(0.615") 70.1% n/a 1 09-00-00 Live Load Defl. U536(0.393") 67.1% n/a 2 09-00-00 Max Defl. 0.615" 61.5% n/a 1 09-00-00 Span/Depth 17.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,077 Ibs n/a 55.3% Unspecified B1 Post 3-1/2"x 3-1/2" 5,077 Ibs n/a 55.3% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com 'r Y AIN lWvop1&4,*/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1,..Family Room Flush Beam Dry 11 span I No cantilevers 1 0/12 slope September 6,2017 16:36:41 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Family Room Flush Beam Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based T on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJST°', Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from ALLJOIST®,BC RIM BOARD-,BCI®, each side. BOISE GLULAM-,SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIM®, VERSA-STRAND@,VERSA-STUD®are Connectors are: 1/2 in.Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactoryl Pro trial version www.pdffactory.com i®B61se©etfble 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\...Garage Door Header Dry 12 spans I No cantilevers 10/12 slope September 6,2017 16:33:28 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Garage Door Header Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: 12-00-00 12-00-00 BO 61 62 Total Horizontal Product Length=24-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 404/0 752/0 B1, 3-1/2" 1,281 /0 2,207/0 B2, 3-1/2" 404/0 752/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft^2) L 00-00-00 24-00-00 15 30 05-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2,559 ft-Ibs 10.5% 115% 1 04-10-08 Neg. Moment 4,105 ft-Ibs 16.8% 115% 3 12-00-00 End Shear 852 Ibs 9.4% 115% 1 01-03-06 Coht.Shear 1,476 Ibs 16.2% 115% 3 13-01-10 Total Load Defl. U999(0.053") n/a n/a 1 05-05-11 Live Load Defl. U999(0.037") n/a n/a 4 05-05-11 Total Neg. Defl. U999(-0.002") n/a n/a 1 12-10-03 Max Defl. 0.053" n/a n/a 1 05-05-11 Span/Depth 11.9 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 1,156 Ibs n/a 12.6% Unspecified B1 Post 3-1/2"x 3-1/2" 3,488 Ibs n/a 38% Unspecified B2 Post 3-1/2"x 3-1/2" 1,156 Ibs n/a 12.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. PDF created with pdfFactory Pro trial version www.pdffactory.com _Y ®Bdlse®®uble 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1...Garage Dobr Header Dry 12 spans I No cantilevers 10112 slope September 6,2017 16:33:28 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Garage Door Header Address: 174 Commerce Road Specifier: City, State,Zip:Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r�I b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • Cc 71 3 particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM' Botts are assumed to be Grade A307 or Grade 2 or higher. ALLJOISTO,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAM- SIMPLE FRAMING Connectors are: 1/2 in.Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com ve �.�°"- � °� ., � � ���� � ���" e�- ti �.. � is �'�'��+ �� ��''€ �-; >su - � .�w '" 'd9 r= d t* �L 'e�.+u-" 1 r4,�--.+. fr t+Tsy�, g�.,nF -- � � PoS Duct Leakage Report 174 commerce rd. - addition Test Mode Barnstable Pressurization 05/30/2018 Test Pressure 25.0 Pascals Testing Equipment -- 2015 IECC Energy Code Minneapolis „ate Total CFM@25 or Total Duct Leakage Percentage 26.00 0.02 Total Square Footage BUI����r nF�T 1120.00 OCT 11 201 Maximum Allowable Leakage 44.80 TOWN OF BARNSI�; ,�� HVAC Duct Test low 1 basement 1120 C 26 p ; �,� ; 0.02 5 180 STATE ROAD SUITE 2U SAGAMORE BEACH, MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by y::canvas Mass Green Insulation, Inc. � �� �� Rnassgreeniinsulatioa@gmail.com INSULATION (508)933- 1.894 Affidavit Letter JUN2 0 2018 611212018 7-0VVN O'8A} 1VS 83, Re 174 Commerce Way, Ba stahle, MA Dear: Barnstable, Building Department Mass Green;insolation certifies the instillations of the following work areas-at the corresponding R-Values with Blown In Cellulose. Work Areas R-Values X Slopes 49.0 Cellulose X Mat Ceiling 12"t3ense 49.0 Cellulose k If there are any questions or concerns please do not hesitate to call 508-933-1894 Sincerely, � Bruno Xavier President , i i r 4 t { R 1' !+lass Given Insulation,Inc. 70 Finnell Dr, Unit 3 and 4 Weymouth Ma 02188 L s . ITIBdIseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor BearnWitchen Beam Dry 12 spans I No cantilevers 1 0/12 slope September 6,2017 16:33:28 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Kitchen Beam Address: 174 Commerce Road Specifier: City, State, Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: 03-06-00 15-00-00 BO B1 B2 Total Horizontal Product Length=18-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 645/2,457 0/677 B1, 3-1/2" 6„282/0 2,346/0 B2, 3-1/2" 2,197/6 818/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Bedroom Unf.Area(lb/ft^2) L 00-00-00 18-06-00 30 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8,516 ft-Ibs 40.7% 100% 3 12-04702 Neg. Moment -11,160 ft-Ibs 53.3% 100% 1 03-06-00 End Shear 3,067 Ibs 32.4% 100% 3 01-01-00 Cont.Shear 3,944 Ibs 41.6% 100% 1 04-05-04 Total Load Defl. U486(0.365") 49.4% n/a 3 11-08-14 Live Load Defl. U666(0.266") 54.1% n/a 6 11-08-14 Total Neg. Defl. U999(-0.017") n/a n/a 3 02-01-12 Max Defl. 0.365" 36.5% n/a 3 11-08-14 Span/Depth 18.7 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 0 Ibs n/a n/a Unspecified B1 Post 3-1/2"x 3-1/2" 8,628 Ibs n/a 93.9% Unspecified B2 Post 3-1/2"x 3-1/2" 3,015 Ibs n/a 32.8% Unspecified Cautions Uplift of-3,135 Ibs found at span 1 -Left. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L1360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ®BdlseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Kitchen Beam Dry 12 spans I No cantilevers 1 0/12 slope September 6,2017 16:33:28 BC CALC®Design Report 0 Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Kitchen Beam Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►i b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=2-1/2"d =24" BC CALC®,BC FRAMER®,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST@,BC RIM BOARDTM,BCI@, Member has no side loads. BOISE GLULAMM,SIMPLE FRAMING Connectors are: 1/2 in. Staggered Through Bolt SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com OBbIS-Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\...Kitchen Beam Above Sink Dry 11 span I No cantilevers 1 0/12 slope September 6,2017 16:36:56 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Kitchen Beam Above Sink Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: ill 11 1 1 11 1 121111i111111 1 1 1 I 1 11 � 1 1 1 1 11 � 11111 18-06-00 B0 B1 Total Horizontal Product Length=18-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow, Wind Roof Live BO, 3-1/2" 1,942/0 2,232/0 2,775/0 B1,3-1/2" 1,942/0 2,232/0 2,775/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Bedroom Unf.Area(lb/ft^2) L 00-00-00 18-06-00 30 10 07-00-00 =2 Roof Unf.Area(lb/ft^2) L 00-00-00 18-06-00 15 30 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 25,380 ft-Ibs 50.7% 115% 3 09-03-00 End Shear 4,860 Ibs 30.3% 115% 3 01-05-08 Total Load Defl. U350(0.619") 68.7% n/a 3 09-03-00 Live Load Defl. U570(0.38") 63.2% n/a 6 09-03-00 Max Defl. 0.619" 61.9% n/a 3 09-03-00 Span/Depth 15.5 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 5,770 Ibs n/a 62.8% Unspecified B1 Post 3-1/2"x 3-1/2" 5,770 Ibs n/a 62.8% Unspecified Cautions Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ®BdIseTPiple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\...Kitchen Beam Above Sink Dry 1 span I No cantilevers 1 0/12 slope September 6,2017 16:36:56 BC CALC®Design Report 1 Build 6080 File Name: George Residence Job Name: George Residence Description: Designs\Kitchen Beam Above Sink Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 10" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJS-, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAMTPA,SIMPLE FRAMING Connectors are: 1/2 in.Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com ®BdlsecaD�ouble 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam\...Master Bedroom Ridge Dry 12 spans I No cantilevers 1 0/12 slope September 6,2017 16:33:29 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Master Bedroom Ridge Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: -1�0 12 14-03-00 14-03-00 BO 131 B2 Total Horizontal Product Length=28-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 912/0 1,778/0 - B1, 3-1/2" 2,913/0 5,258/0 B2,3-1/2" 912/0 1,778/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft^2) L 00-00-00 28-06-00 15 30 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 7,154 ft-Ibs 16.6% 115% 7 05-09-03 Neg. Moment -11,456 ft-Ibs 26.7% 115% 9 14-03-00 End Shear 1,932 Ibs 15.8% 115% 7 01-07-08 Cont. Shear 3,396 Ibs 27.8% 115% 9 15-08-12 Total Load Defl. U999(0.086") n/a n1a 8 22-00-13 Live Load Defl. U999(0.061") n/a n/a 11 21-11-00 Total Neg. Defl. U999(-0.003") n/a n/a 7 15-04-05 Max Defl. 0.086" n/a n/a 8 22-00-13 Span/Depth 10.5 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,690 Ibs n/a 29.3% Unspecified B1 Post 3-1/2"x 3-1/2" 8,171 Ibs n/a 88.9% Unspecified B2 Post 3-1/2"x 3-1/2" 2,690 Ibs n/a 29.3% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum (U240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. PDF created with pdfFactory Pro trial version www.pdffactory.com ®BdiseCa bie 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Roof Beam\...Master Bedroom Ridge Dry 12 spans I No cantilevers 1 0/12 slope September 6,2017 16:33:29 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Master Bedroom Ridge Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable,MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure I b - d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c= 12" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM' Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Connectors are: 1/2 in.Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com ®Bois. le 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\...Screened Porch Ridge Dry 11 span I No cantilevers 1 0/12 slope September 6,2017 16:33:29 BC CALC®Design Report Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Screened Porch Ridge Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: '__10 12 1 11i � ll Ill 11 it 1 11 i 1 12-00-00 BO B1 Total Horizontal Product Length= 12-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 731 /0 1,350/0 B1, 3-1/2" 731 /0 1,350/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Roof Unf.Area(lb/ft"2) L 00-00-00 12-00-00 15 30 07-06-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,776 ft-Ibs 37.8% 115% 4 06-00-00 End Shear 1,713 Ibs 24.2% 115% 4 01-00-12 Total Load Defl. U462(0.3") 39% n/a 4 06-00-00 Live Load Defl. U712(0.195") 33.7% n/a 5 06-00-00 Max Defl. 0.3" 30% n/a 4 06-00-00 Span/Depth 15 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 2,081 Ibs n/a 22.7% Unspecified B1 Post 3-1/2"x 3-1/2" 2,081 Ibs n/a 22.7% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L1240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com ®Bdlse le 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Roof Beam\...Screened Porch Ridge Dry 11 span I No cantilevers 1 0/12 slope September 6,2017 16:33:29 BC CALC®Design Report I Build 6080 File Name: George Residence Job Name: George Residence Description:Designs\Screened Porch Ridge Address: 174 Commerce Road Specifier: City, State,Zip: Barnstable, MA Designer: JMP Customer: Shepley Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must L� be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/4" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM, Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOISTO,BC RIM BOARD-,BCI®, Member has no side loads. BOISE GLULAM-,SIMPLE FRAMING Connectors are: 1/2 in. Staggered Through Bolt SYSTEMO,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. PDF created with pdfFactory Pro trial version www.pdffactory.com i U J NOTES: J z NAILING SCHEDULE 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS 0 8 DIMENSIONS IN THE FIELD (f)O M 110 MPH EXPOSURE B WIND ZONE 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS. W Q(D JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING , DETAILS.&FINISHES IN THE FIELD WITH OWNER p O��o 3.) FOR NEW ROUGH OPENING HEAD HEIGHT OF WINDOWS AT } `—Op ROOF FRAMING: Q BLOCKING TO RAFTER(TOE NAILED) 2-ad 2-/od EACH END ,�\�q,iii/// FIRST FLOOR TO BE 6'-B"ABOVE SUSFLOOR.FOR EXISTING/REMODELED Q W ji 4M \�V' AREAS,MATCH THE HEAD HEIGHT OF EXISTING DOORS&WINDOWS,U.N.O. C�I— -n' RIM BOARD TO RAFTER(END NAILED) 2.16 d 3-16d EACH END Q\ N w N 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS WALL FRAMING: \v STATE BUILDING CODE.STH EDITION AMENDEMENT&IRC2009 W d o TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.16d 5-16d AT JOINTS f�1 = STUD TO STVD(FACE NAILED) 2-16 d 2-16d 24'o.c. �� � ^ 6 VO �i 5.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, F—m I--X HEADER TO HEADER(,FACE NAILED) lad load 16"o.c.ALONG EDGES CC��(\,/N- P OR HORIZONTALLY W/BLOCKING AT EDGES.3"EDGE/12"FIELD NAILING Q ED U)=Q LL FLOOR FRAMING: ®V\ A�\S�- 6.) ALL EVIL LUMBER/BEAMS TO BE 1.90 L/360 LOAD U a JOIST TO SILL.TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-1 od PER JOIST �A °�`_ 7.) SEE CERTIFIED PLOT PLAN DEVELOPED BY DOWN CAPE ENGINEERING,INC. BLOCKING TO JOISTS)TOE NAILED) 2.8d 2.1 od EACH END SSA^` FOR ALL PROPOSED 8 EXISTING DETAILS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4.16d EACH BLOCK LEDGER STRIP TO BEANI OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST �.\O� 8.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 3.10d PER JOIST O� ALL SIMPSON COMPONENTS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST IIUv II BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-lad PER FOOT 9.) ALL CONCRETE USED FOR FOUNDATION WALLS.FOOTINGS 8 SLABSTO BE 3000 PSI ROOF SHEATHING: SMOKE DETECT®R REVIEWED 10.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE WOOD STRUCTURAL PANELS(PLYWOOD) DURING FRANIING CONSTRUCTION RAFTERS OR TRUSSES SPACED UP TO 16"o.c. ad 10d 6"EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16"o,o. ad 10d 4-EDGE/4'FIELD 11.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG ad 10d 6'EDGE16'FIELD 12.)FOLLO`+J ALL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED - GABLE END N+ALL RAKE OR RAKE TRUSS ad 10d 6 EDGE/6"FIELD ��!/�X W/STRUCTURAL OUTLOOKERS 13J THIS SITE IS IN THE 110 NIPH WIND BORNE DEBRIS AREA.EXPOSURE"B" ., i GABLE END YVALL RARE OR RAKE TRUSS`!+i LOOKOUT BLOCKS ad tOtl 4'EDGEl4'FIELD BARNSTABLE BUILDING DEPT. p E &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF _ � ; _ :1ASSACHUSETTS WIND SPEED MAPS = o CEILING SHEATHING: GYPSUM V/ALLBOARO 5d COOLERS --- 7'EDGE/10'FIELD 14.)GLAZING PROTECTION PER 780 CPAR 5301.2.1.2 TO BE PLYWOOD PANELS VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS WALL SHEATHING SHEATHING: W/OWNERS PRIOR TO START OF CONSTRUCTION P+OOD STRUCTURAL PANELS IPLY4VOODi FIRE DEPARTMENT 15.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY STUDS SPACED UP TO 24 o.c. ad 10d 3'EDGEHT FIELD DATE EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION - �z�osi z „2'a 25nz'FIBEReoaRD PaNELB ad -- 3 EDGE;6'FIELD 112 GYPSUP,1 Y`IALLBO.ARD BOTH SIGNATURES APE REQUIRED FOR PERMITTING NSTALLER CONTRACTOR. 5 s a s a " 5d COOLERS --- /"EDGE/10'FIELD FLOOR SHEATHING: 16.)ALL HEADERS TO BE 3-2 X 8's UNLESS OTHERWISE NOTED - __ __ - - _ WOOD STRUCTURAL PANELS(PLYWOOD) 1"OR LESS THICKNESS ad 100 3-EDGE/12'FIELD DEMOLITION NOTES: GREATER THAN 1"THICKNESS 10d lad 6'EDGE/6'FIELD J� 'f �P`�' ')e I CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS d DIMENSIONS IN THE FIELD ,1��( A I V T _ UPG LAD EZ R`^ "�I•°�? 2- CONTRACTOR TO VERI=Y ALL INTERIOR 3 EXTERIOR MATERIALS,DETAILS.S FINISHES IN THE FIELD NiITH OWNER O G\I .'II.f"NG CODE REQUIRES THE UPORADING 3- .ALL STRUCTURES TO REMAIN SHALL BE TEMPORARILY SHORED PRIOR TO DeNIOLITION WORK TO C MAINTAIN THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION TO REMAIN. G LCTORS FOR THE ENTIRE DWELLING WHEN 4. FOIL O`:+ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS L L �• (,rYiGRESLMas ARE ADDED oR C €DYED. WINDOW SCHEDULE W NOTE: A -SEPARATE PERMIT IS REQUIRED FOR THE TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS � M - A ANDERSEN G54 5'-0"x 4'-0" 400 SERIES GLIDING WINDOWS INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL � Q B ANDERSEN .ADN20a0 2'-0"x 4'-0" A SERIES DOUBLEHUNG PERMIT OFS NOT SATISFY THIS REQUIREMENT. C ACIA12034-4 T-0"x 3'-4" A SERIES CASEMENT.4 MULLED UNITS.LLRR F- D APW5064 5'-0-x 6'-4" A SERIES PICTURE w iu) E - APN14858 4'-8"x 5'-4" A SERIES PICTURE Q F ADH2644 2'-6"x 4'-4" A SERIES DOUBLEHUNG z ' G ADF12648 2'-6"x 4'-B" A SERIES DOUBLEHUNG - O H ADH2440 2'-4"x 4'-0" A SERIES DOUBLEHUNG Q J AA 3'-0"x 2'-0" A SERIES AWNING C m K ADH2634 2'-6"z T-4" A SERIES DOUBLEHUNG G - L • - AAN2628 5'-0"X 4'-0" A SERIES AWNING W Q Pal ADH2640-2 5'-0-X 4%0" A SERIES DOUBLEHUNG MULLED �/ W Q WINDOW DETAILS&NOTES: L.L_ U O 1) VVINDOVIS SHALL BE:ANDERSEN A-SERIES(UNLESS NOTED OTHERWISE)WINDOWS. 7 SANOTONE EXTERIOR m/Y,*GRILLES.FULL DIVIDED LIGHTS W/SPACER BARS,LOW-E HP 4 Z GLAZING 1v/STONE METRO HARDWARE - uj 2) .ALL EXISTING WINDOWS WILL BE REPLACED IN THEIR ROUGH OPENINGS WITH ANDERSEN O C) uj ' ` A-SERIES NEI111 CONSTRUCTION VANDO`IS.EXCEPT AS NOTED. THE REQUIRED DETAILS& I v IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS DIP+IENSIONS OF THESE WINDOWS MUST BE FIELD VERIFIED BY THE G.C.PRIOR TO ORDERING. U) 3) ALL WINDO`IIS TO HAVE PLYWOOD PANEL GLAZING PROTECTION FOR 110 MPH WIND SPEED W W CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION PER 20091RC&MASS.AMENDMENTS. 0 cl� 2c TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION &FENESTRATION REQUIREMENTS) 4) CONTRACTOR TO VERIFY ALL WINDOW DETAILS WITH OWNER&ROUGH OPENINGS WITH W G FENESTRATION I SKYLIGHT CEILING b1/DOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL VVINDO'V/MANUFACTURER PRIOR TO ORDERING. _ `^ U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 51 ALL b11IND04`/S TO HAVE SILL PAN FLASHING w/BACK DAM. (vD O 0,30 N'IASS. 0,55 49 20 or 13+5 30 15/19 10(4 FT.DEEP) 3:15/19 U ANIMEND. 6) ALL IANDOWS TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS.NOTES: INCLUDING REQUIRED FLASHING&SEALANTS. W O'' + ":t 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS.2- 15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR SKYLIGHT SCHEDULE V OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL TYPEI MANUFACTURER'S UNIT ROUGH OPENING REMARKS SCALE : '-2" VELUX 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS S 1 VELUX`/SS i:104 2'-6"x: VENTING SOLAR SKYLIGHT.CITY.3s2 VELUX Vss s06 3'-9 3!4"X 3'-B 1!4" VELUX VENTING SOLAR SKYLIGHT.QTY.3 1/4" = 11-0" 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR &R13 CAVITY INSULATION SKYLIGHT DETAILS&NOTES: DATE : 1) ALL SKYLIGHTS SHALL BE:VELUX VENTING SKYLIGHTS IN SIZES AS LISTED ON THE SCHEDULE. GC SHALL FIELD VERIFY THE DIMENSIONS OF ALL EXISTING RO's FOR 10/06/2017 LEGEND: SKYLIGHTS,PRIOR TO ORDERING. (� EXISTING WALLS 2) SKYLIGHTS ARE LISTED IN THE SCHEDULE AS VENTING SOLAR SKYLIGHTS.THE GC SHALL DRAWING NO.: -- ` EXISTING FIRST FLOOR =1735 S.F. CONFIRM THE PRODUCT DETAILS'JITH THE OWNER.(MANUAL VENTING SKYLIGHTS OF THE 7 CONSTRUCTION TO BE REMOVED EXISTING SECOND FLOOR =894 S F. SAME SIZE.ARE ALSO AVAILABLE. NEW CONSTRUCTION EXISTINGISTFLO FLOOR ADDITION 694 AO Q SN10KE DETECTOR Nc TI FIRST FLOOR ADDITION =616 S.F. 3) ALL SKYLIGHTS TO BE INSTALLED PER THE MANUFACTURERS INSTALLATION REQUIREMENTS, NEW PROJECT ROOM °490 S,F' I INCLUDING RFOUIRED FLASHING&SEALANTS. ' © CARBON MONOXIDE DETECTOR ® HEAT D=TEC FOR C) N Z C A8 11B'a- cf)Q W Q'D N cl Q ° mH2 (>n WN CL �______J L______� —Lu 7 w O ~C'_�� CC TO COORDINATE LOCH DON OF STEPS TO � m c vX GRADED CONTINUOUS STEP SURROUNDING c¢c ENTIRE DECK PERIMETER wIO W IER i G a-LL RE-BUILT19 DECK M - aZEK DECKIN I NOTE EXISTING DEC KNG u IS RUN NEW W DIAGONAL TO THE JOISTS.IF NEW PATIO --- OECKINGISTOBE ws TALLEDON J DIAGONAL,THEN JOISTS MUSTBE (GO TO COO- 21 SPACED AT I-A, OE TAILS wIO WNEFD 1'-21/I' J'S 5'-tU' S'10" J'S 2'3' f5'-1 I" 10-10 112- OOO I RAMEO PLA TFORMS: - ATEXT RIOR DO ORS SHALL BE A MI OF 3'0'DEEP AID A r LEASr 12' WIDER .AN THE OPENING THEY SERVE. D D E EROv1D STEPS TO GRADE aS NEEDED F A wH10 AOBASR A8 BE KIN;TO BE>LEK OECFING OR n9 _ - --•.� doXED/ L F EOUAL. S SELECTED BY OW HER. =:�-ni= -�j�_= - PROJECTED - E r---, r— , r---, - DUw - s YLIGHT K>.H KYLIGHT E - --- -ORD rvATE ♦ _ 14 OVE ®i I ABOVE I®ABovE 1 O TECiroN EXIST,OF EXI - CASMETER DURING I I I 1 s h as -< CONSTRDCr1DN _ I I RE-BUILT I I NSULATONx AIR BARRIER TO FE,NS rALLED B—ID TUBSUNROOM Y m ? v __M Lr LVL BEAM ABOVE_ BE NS rALLED BEHND RUB - UrvTPRIORTOINSTALLaTION F WEN rv� J Sm� b, _ _ - I aUS - _ K _ _-L - _ F _ ti NEW ' ( L L E- ROVE v �1 'H _ EW - - REMOD J STEP ALL ®� s owed O -- KITCHEN UP .- ` ct J � 13'BaSE 1 UP 'x5 H RANGE (VERIFY LAYOUT . z ABS_ PDR. �°s�o°R ,.. ° E dO DETaLBwDWNERI C O / Eo A TRY II Aa assJNI ROOM e y I I I -- SLrNO ` v 9 t I' CLOS. EXIST. r I I h� OUTDOOR REMOD. "I "s;wr.IN rNooO EXIST. BATH#1 _ IREF Ew,NALL FAMILY READB NEW SHOWER �(J W ROOM q ICC ro coGRD >< m BENS �J' of AILS wIOWNER) BEDROOM#1 EX1sT. I I VERIFY BE TA Ls s1 K MASTER k = m -n jo w/OWNER I I I I I 11 I � zbsB BEDROOM � ;. /,�EXIBr / n INSiaLL aCCES� • 1•/wLiEO CE LINGI J I PANEL JO-w I MAX EGHiAVAL NEW iaL bEau aMASTeO E O BATHE STEP -31a 3 K P (� L____ _ ____ I UP G' vs TYPE XGwO ON ALL1711 SHELVES LLa OLTt1E GaRaGE3 GC rO COORDNarE QRAISED GIRT S L BE NRAPPEO S 2E x LOCat ON OF I CLOLrIry DESK HEARTH EW SSMSE BETWEENbILCOC OEXIST. EXPANDED "EWBsmrsPRDJ.RM '' -- LIVING GARAGE Q `l1 LAE RENFORNEW F OmG IC.SSLOPEYTOWARDSOOORS /.PLYWOOD APPLIED F F r ______ Mm.1Z COMPACTED FILL LINGERIE SLAB i'U CLOSE T BIDE OF Q i WALL BEHIND Cw B E 111 / M „P EXIST. N� Q LL. PATIO p �Q- TU- - ___ z REMOD. EXIST STUDY EXIST J' - � a,r zn.'r OoW " ' W� 'f 'P W ZI II j 1 ON G" NEIOH >:ElV O'0":'r001. L NEWI la IWIIC IllASR g ui C C ,.� NEW CONC.APRON \ 1 1 O B \/ RE-BUILT Ae U SCREENED E O PORCH Aa 9'.1,- 0'.(r 2'.J' w !�I � v El z � A A r AS Aa 'COn1B0uA tK)ry - T 2.,.lcwswB DODR Co.'cLassc n=_SIGN B 2s'.� SCALE : 1/4" = 1'-0" PDS T ::a�EO ,,.IurLEIF P,. DATE NEw:rEP 3'+1" 29 1'Z' t 112' GRAI'1L 10/06/2017 DRAWING NO. LEGEND: FIRST FLOOR PLAN o EXISTING WALLS QS SMOKE DE MONOXTEC IDE Al CONSTRUCTION TO BE REMOVED © caRsoN raouoxiDE DETECTOR ir9 NEW CONSTRUCTION ® HEAT DETECTOR U N J J Z �Oo 0 W D�000 <w CD F-:�N,n U)w �wwao cr=Ln� o mu)vx x Uv�aLL C U A6 O J U E BARRIER a INsuIa NON 10 ❑ 6 6 J O O<t<_ < BE IN s rALLEO ON WALL PRIOR —.,; ��L 10 sH0'NER Ury N.NsiaLLA(roN _ 5_ S_— i REPLACE D.2A40 REPLACE AGH zlr.0 NE'N(UB:sHwR �e 1 Ir NE'N YS"aG'3" Exl>r. C NEW%WALL./%'G'NB L REfv1EJD:rEw I a - EACH SIDE tY,wOO°CAP O Q BATHE;I As EP nCE c BATH#2 ,y`-� BA®J _ =-_ - _____ L G �PLAo-0MB==== I ljj EN EXIST. s«rum.r OO - ROOF BELObV vLR=�os� J BEDROOM#2 hss��J C S NN. RISERS M ® O ar .y 1 oa- -z �~ b ROOF BELOW - Z W - CIOS. zr xs r, :xlsi. » Q E%Is i' Exls _ NE''l Mr WALL.: NEW = J °Nomo EXPANDED ; AaGNNBUASGNRr PROJECT a W EXIST. _CLOS. CHIMP-MPAR—E2- _ HALL BEDROOM#4 CLEARANCE TOnAs-N ROOM Q Z CLOS. ExlBf O w \/ �ctl — r GC TO COJR"0 iE /X\ SIZE 3 LOCATION OF EN CC SS PRBE O-L ON NE Jl RM f'n "w BBMT. _ �.W.^voic � I CLOS. / CLOS. —————--——— L———J m __________ A6 W D rD U p _A __—:11 _ - A6 A6 Z Z N � REPLACE LL EXIST. .NN O Q W BEDROOM#3 ur_o' z m L ROOF BELOW Q W W INE'!/S:!EO OO—ER) Ex= c�lyf _—— Q B O LROOF BELObV A6 p W rrW�� Z V � A A A6 A6 SCALE : 1/4" = 1'-0" DATE : 10/06/2017 DRAWING NO.: SECOND FLOOR PLAN LEGEND: EXISTING WALLS Q SMOKE DETECTOR �� CONSTRUCTION TO BE REMOVED © CARBON MONOXIDE DETECTOR KZR NEW CONSTRUCTION ® HEAT DETECTOR J J Z WQ� WQm N ELEVATION NOTES: O� ALL EXTERIOR TRIM TO BE AZEK OR EQUAL. ALL WINDOWS TO HAVE 1.1 CASING ON THREE SIDES`KITH 2'HISTORIC SILL Lo F-�N� ALL EXTERIOR DOORS SHALL HAVE NEW CASING TO MATCH THE EXISTING F-3:w O DETAILS WHERE DETAILED CASING EXISTS.ALL OTHER DOORS TO RECEIVE 1X4 �W 0-3 CASING wi 1X8 KICKBOARD. O m��`-� CG rO CHECK EXISrINO 6R:OK ALL CORNER BOARDS TO BE 16/IXs L`O¢=Q CHIMNEY FOR ANY DEFICIENCIES cc d LL WITH POIN ONG d FLASHING. G REPOINTA FLASH AS REOUIRED ALL RAKES TO BE 1,3 w/1,3 DRIP BOARD ALL FASCIAS TO BE 1,L8 ALL FRIEZE BOARDS TO BE 1%6 ^ /� THE ENTIRE HOUSE SHALL RECEIVE NEW WHITE CEDAR SHINGLE SIDING.5"TO THE WEATHER GUTTER 3 DOWNSPOUT LAYOUT SHALL BE DETERMINED IN THE FIELD THE ENTIRE HOUSE SHALL RECEIVE NEW ROOF SHINGLES 8 ACCESSORIES. --'IC WIND A LINGROO PRODUCT.n ALL NEW ROOFING TO RECEIVE HIGH YIIND NAILING.INSTALL ICE 3 WATER HIGH'W ISE NAILING. OOUCrd COLOR SELECTED By OWNER SHEILD AT BOTTOM 3FT.(EAVES)OF ALL ROOFS&AT ALL VALLEYS.AT ALL azEK I.e naKE ROOF TO SIDE',VALL LOCATIONS.ICE 3 WATER SHALL BE INSTALLED 18'UP THE h C w 3 aoaRD.l�.� SIOF`,VALL d 13'ONTO THE ROOF SURFACE, DRIP.,ARD I NE'w AZEKFASCIA.SOFFI'Tf FR:EZE Cw'L_ BOARDSTOMArCHEXISTING - - DIMENSIONsdDETAILS,TYP. - - -oAi_ _ P UE ELA OF ❑ ❑ ��z o�3aia i.=_ III CASING AROUND WINDOWS _D.Nn m Nuo z SILL PVC vu ii • _ ® L _ —CASING - a wc E l 1 _ SIUtE FIELD OF C. 00 IIGL3 TO MA TCH HOUSE 5 Q LOOR N lAF rH EXIS r. aZEK OR EOUaI i. EXISTING PLANK DOOR TO BE REINSTALLED w.C.SHIN s101NG AZEKs'I.5 SHU rTEHs WINDOW 3DUOR CASING OVER rvEW'NaLl rO INFILL E%IS TING 5.�1U N-A'-En UORNEREDaRDS vl2"HIS TORIC PVC SILL OPENING.NEW PVC EXTERIOR TRIM TO ` TCHE%IER oDE'TAILS FRONT ELEVATION (D w Z m J < w U) REP LICH EXIVr. 0 z w SS MGA O 1117 I.s RAKE aO wnO 1 75 ` /Y7 DRIP OARD Z E Sr. EXISr w Q Cl:S rNG SKvt:crTS CON r.RIDGE VE.Ir Z ` D RE. a I I , O W _ W ■ . - _--_� i - Q -- - SOFFIT FRIEZE Eld a SCIa..c O F.ZE �- ' N W AZFX•----1_3 — -- DI1.,END.SSONtsY<10E 1'AEi<SS nNG azEK Q III W--- CORNERBOAROS W ❑ ❑ =--- - -__ _ _ = - QIff 7 W G2 ®� ® - El _ 8 __! =_ - a. _ _ = ---� --=iL__��� Imo'JUG • - - -_ - Q asr FLOOR --- _-fir—^—L -�_ - n o LLI — _III 1 s 1 V cU6FLOOR --_ ` -' J r" Z (� .YEN DOOR—inELK:H rS I NEW -- _ . AZ-K .YII aZEK 1.Lt af. UNE �T D,ERMU:rA r:�- GRF:SS F•La iFORM.DooRd PLAT=ORtit EK CASING anUVND VERIF'!O H.OGDH MFR.ar\LE aiEn OR EOU+I I.a CI.IO COU0.DINa rE SHOwER CORNEHHOaRDS TF` Larl N NEa;'�t SIDE OF ILEE Xu1=RIAL S PER OWNER SELP(:TI;1N .a t,- -ORS,I• LDE raILs'rvI OVJNERs WINOI Ill DOG rt CASING END LEE bIa TERIALS3 CORN RBOARDS OIND U ` S.. c,R.Z:c DU C cE_nIENT eoaHD SKIRTIND�rD aLLow FDR - RI F r) ' .`a` ./z HI SCALE PPED rU aM9S GLE SIDING STU0.1C i•VG SILL DETAILS�.:OwNER AIR fLC'N UNDER LIE PORCH FLOUR S LEFT SIDE ELEVATION SlI✓EAD,ER 1/4" = 1t-0" DATE : 10/06/2017 DRAWING NO.: A3 U J J Z U)p� W Q o 0NUN ELEVATION NOTES: o D� ALL EXTERIOR TRIM TO BE AZEK OR EQUAL. } Q x- O ALL WINDOWS TO HAVE 1%4 CASING ON THREE SIDES WITH 2'HISTORIC SILL CO H�N LfJ >�W ALL EXTERIOR DOORS SHALL HAVE NEW CASING TO MATCH THE EXISTING F-> d DETAILS`WHERE DETAILED CASING EXISTS.ALL OTHER DOORS TO RECEIVE 1%9 � CD o CASING w/1x8 KICKBOARD- �•- _��� C)Dox ALL CORNER BOARDS TO BE Ix5/tx6 <d< ALL RAKES TO BE 1x3 w/1x3 DRIP BOARD r-� ALL FASCIAS TO BE 1x3 .r ALL FRIEZE BOARDS TO BE 1%6 —NEw ASHPaLr ROOF SHINGLES H IGN WIND NAILING.PRODUCT a THE ENTIRE HOUSE SHALL RECEIVE NEW WHITE CEDAR SHINGLE SIDING.5 TO COLOR SELECTED BY OWNE0. THE WEATHER - GUTTER&DOWNSPOUT LAYOUT SHALL BE DETERMINED IN THE FIELD THE ENTIRE HOUSE SHALL RECEIVE NEW ROOF SHINGLES 3 ACCESSORIES. ALL NEW ROOFING TO RECEIVE HIGH WWND NAILING.INSTALL ICE 3 WATER x SHEILD AT BOTTOM 3 FT.(EAVES)Or ALL ROOFS 3 AT ALL`:ALLEYS AT ALL _ ROOF TO SI DE`NALL LOCATIONS,ICE S WA T ER SHALL BE INSTALLED 13"UP THE - SIDEWALL&13"ONTO THE ROOF SURFACE. SUP QEYLAL- -- _ _ �G CAST AROUND WINDOWS _ S _ S S wl CONTINUOUS 2-PVC SILL I I I A CASING UNDER SILL S SURROUNDING FIELD OE w C. Ll I 0.-FLUDR SHINGLES TO%wTCH HOUSE `^�-'• REAR ELEVATION ru- V JI z_ m w z ~ CRICKE r fO BE FLASHED O I.I.E.—.CHI..ET E%IS r,SKYLIGHT rO RE.- m 2 _ NEW SmYLIGHT IN NE••-/SKYLIGHT iN ui Q NEW OPENING I W OB OF aLST_---- --------_._._._._._._--.—.--------- LED® —© 7 U) 0 FloN r.RIDGE•JENr _ - -- _ L L LL �I -- --- E%ISr. O o w—'-:L�r-- ` —AVIIG.+PALr ROO SHNGLES wI HGHNrvD Na LNUFPROO.JCf�i� — i r`y—Lr_ _ --_ _ Ell i....Na UNG PRODt S — COLOR SELEC TED By OWNER ��T 1 ti COLOR 3ELEC r<D DY OWNER +� ---�— � - -_ — + SEGONDFLOO ______®____® _-1_- _ —_ L _ 8 _ __— _ _ Nr O a 0 L - - -- — — ----- -- — WFr 1` _ T nROJEC fED'.VINOG'.v.NO 2-rv++S tOR:�SILL. aRO•ruE L;rran`>ROGNc>u s:Dr. WUOD FRaa+ED FLa tFUR%+S ar E%tERIOR SCALE DOORS.PRO VIDE S PEPS TO GRADE AS NEEDED.DECKING t0 BE AZEK DECKING UNEQUAL AS SELECTED BY Ow NER 1 4"= 1'-0" RIGHT SIDE ELEVATION DATE : 10/06/2017 DRAWING NO. A4 U ,5 INS III L SIMPSON THEN HD ANCHOR BOLTS AT J A. MA%.W/SIMPSON BPS 518.3 BEARING PLATES J g" PLACE BOLTS WITHIN O S-OF EACH CORNER AND r TO 18 MINIMUMOEPTH.BOLT LENGTH$I0'. Z g X, .75_� .E.RAF HINDNDER - E'NRaP d DEING A` W S AT' d,U .�" DECKING __ `v Q Q �O AB"oc. a' 4 o' FLOOR JOIS Q �yr.2x IG.DECK JOISTSIHMECHANICAL CONNED RON FORtwLLIDECK LA rERAL LOAD RE$IS TANCE LJj aEEL d STI (BO,W LB LOAD TO TALI RED 0.USE RUBBER MEMBRANE _ - SInIPSON D TT2.Z(IN 2 LOCA RONSI P.T.2, BETWEEN LEOGERd UR DrrI-Z(INaLOCA rION51 C) U) BHEA iHIrvG M cc a=Q NEW 12-SONOTUSE FOOTINGS N Pr,2 z 10 <LEDGER BOARD SCREW ED TO U V LL !0 a'U"BELOW GRADE.USE SOLID BLOCKING WI(21 LEDGERLOK SCREWS s IMPSONAS 50 POSTBASE wl 15 oc.WIJUTSISHANGERS %'INCH OR DOLT TO ANCHOR RE-BUILT >GIRT TO FOOTINGS,TYP, DECK P.T.3 v(I BILL wI SEALER TYPICAL DECK DETAIL h Y31SGIRT NOTE:EXISTING DECKING IS RUN DECKIN IS TO ANCHOR BOLT DETAIL DECKING IS TO BE INsrS MUST B _ DIACONAL.THEN JOTS rS MUST BE SPACED At 13'N c. 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SUBFLGOR EXIST 2v IU g nL. ¢,mvt v�m s1w[,wI[i+*>•aG SIa2J STRAPS AT INSIDE Q W W I r,..q.2 muvs s¢.Irc - FACE Of HEADER PER ON. 5:B-111E X GYPSUM w ALL BC ARG +.m itLs+lrv. •Yt _ DOOR OE TAIL ON A9 NEW'N1.f.]p STEEL ON I..I S[RAPP1NO2.I:-."o c. C OCA!.I rOCARRv _NI}I1%'.tI%"LVL GIR r'NRaPPED wI G % NEW GIRT I 1 I MULTILVL'HEAOER `-%�TYT'E X(:Wg FOR tHR.PRO E.T101 1 t 1 EXPANDED !t� FLOOR GARAGE V Q ' FIRS r suBFLooa _ `k slaclur n..cL uc+r.11c ¢..K[v v11.rn Im tlr�[,s d'COC.SLAB.SLOPE U r I 2"TOWN ARDSOOORS O .1.z.r.c"K•re.,•nc, ,a a PouNna rlON W W "ALLO -1O TO IONIC 1-1' A'0'RELO W CRADE w12.�KEY ----- SCALE : v 3 v EXIST G �r;E 2•T B a 1/4" = 1'-01, X et.[.�x•1. DATE j O.H. DOOR DETAIL TIBE ELEVATION E SECTION @ GARAGE EXTENSION 10/06/201 7 A9 .APA N.ARROV/V/ALL PORTAL DETAIL(SHEAR VIIALL/HOLD DOWN) DRAWING NO.: i 4 Barnstable Harbor CB FND J9 �0 aeti Locus eo F I o e � •� ouf Q c e 6 V CB FND I LOCUS MAP I SCALE 1 =2000 f ASSESSORS MAP 319 PARCEL 95 LOCUS IS WITHIN FEMA FLOOD ZONE X AS SHOWN ON COMMUNITY PANEL #25001 CO558J EFF. 7/16/14 DATUM: NAVD 88 O LOT AREA 32,253 SFt ZONING SUMMARY ZONING DISTRICT: RB DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' MIN. REAR SETBACK 10' CB I FND SITE IS LOCATED WITHIN AP DISTRICT CB (NOTE: DWELLING IS CONNECTED TO TOWN FND SEWER) SHED Oni ^) PROPOSED OUTDOOR SHOWER O PROPOSED ADDI770M �� C) '0, I k A q PROP. DE'�CK IN AREA � T/0 OF EXISTING DECK PROP. NEW ' PA 7/0 GARAGE BENCHMARK / �'� ,J ; CONCRETE BOUND ELEV = 14.0' � EXIST. / NAVD 88 I , I o DECK I ep I 100' BUFFER TO V.K! RE—BUILD SUNROOM / '0, PROP. EXPANSION 'y 1 PROP. GARAGE q•0 I EXPANSION I `. EXIST. . DWELL. 1 FF=15.7 , I 72" MAPLE �\ i 110,y / I CB `. FND /PAVED / DRIVE / ` RE—BUILD I I 07 0� SCREENED 75 ti PORCH ` CQ OF pq VeMFAT RO SITE PLAN EDGE' - F WF1 - OF WF2 2 1 , , 174 COMMERCE ROAD BARNSTABLE, MA I WF3 PREPARED FOR LLOYD GEORGE DATE: OCTOBER 111, 2017 M OF A4, S"9C DANIELA. �� o�' DANIEL tiG o OJALA �' c A fa off 508-362-4541 CIVIL 13 OJALA � fax 508-362-9880 A No.46502 No.40980 v I downcape.com ��FESS\OAP S � c ee i ri i E q o down a n nee n nc. ONAL Np S VET � � �� R civil engineers rs Scale: 1 = 20 land ors � y suave 1 1 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 0267-5 LICE #05-066 05-066GEORGE.DWG I I I I