Loading...
HomeMy WebLinkAbout0138 PINE LANE ,...••?.... . ra,...- a o c n t f. C. i` r' ty u 1. 17. . ._ _ . __ _ ._,.... _—_______ _______ ________,.________.. ._____ _ _ _. , , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1-75 Parcel 0 Application # A Health Division Date Issued y-g - lq. T p- Conservation Division01° - Application Fee lA Planning Dept. Permit Fee 4 Lz.-t�`61i Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 1. 2 171� 1_AJ�. i Iaa. .,4s?a. � HA i Village 214,-,- i. / Owner/\ 1a 4 (►N / ' t rbitJT li-L C.. Address •ter /te -�$i Telephone Co/7 - !r,Z 0- Z bi�q„ Permit Request ,�if�� C� 1 Dyr to�,l /'r�' , e oL7g L `�' r'ri/ r, �y f PA.r ,i i, : /..,.W/sr i.kw- /UM) 57pis2 c q e T/r !Y i S Cogrezar Cnp . Square feet: 1st floor: existing`I Pproposed4'5.7 2nd floor: existing fb proposed s Total new 5.ZZ ►2r) -Zoning District Flood Plain PLO Groundwater Overlay 00 Project Valuation 240, d o 0 Construction Type \WO°p Lot Size l- 1'' C.:AgS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwel'ng Type: Single Family ' Two Family ❑ Multi-Family (# units) Q1 ivi�'eli 512vondr� Age f Existing Structure / yarn Historic House: ❑Yes No On Old King's Highway: 'Yes ❑ No Basement Type: 4 Full flif Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) NOiJ . Basement Unfinished Area (sq.ft) ly30rJ9/77 Number of Baths: Full: existing 1- - new 6 Half: existing , new Number of Bedrooms: 6 existing 0_new Total Room Count (not including baths): existing /2- new /1 First Floor Room Count 7 Heat Type and Fuel: ❑ Gas 10 Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing 3 New 0 Existing wood/coal stove: ❑Yes A No Detached garage:gexisting ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes )(No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION trs 0 (BUILDER OR HOMEOWNER) w ,aci- xi Name 4(0JL1 u! CC Telephone Number SQl- z 4f 4- Address Vet /3r/V/hr ( ACC License # CS l0 V/c)r — L€k &-)J.74 ia 0 ZaQ Home Improvement Contractor# l71(0 K.S Email 04/4(C C ci JAM C CO/AO)1, re I- Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /EOM 4GL- I JA,) /-64-7 K Wit g SIGNATURE DATE 1/7/;: , FOR OFFICIAL USE ONLY APPLICATION# . r DATE ISSUED �\ f -, • MAP/PARCEL NO. ' ADDRESS f VILLAGE ' . ,'C , ) OWNER . , DATE OF INSPECTION: ' r FOUNDATION : • FRAME • :. • r G. INSULATION- FIREPLACE • ELECTRICAL: ROUGH ' FINAL ' i C e s PLUMBING: ROUGH FINAL I GAS: ROUGH it ' FINAL . i FINAL BUILDING . I . . • D'kCLOSED OUT _ • a AS C IATION PLAN NO. ,. .. w,J ..: I , •, r • • ioftHE 70ii Town of Barnstable - • RegulatoryServices �. .-Richard V.Scali,Interim Director • j/ Building Division Tom Perry,Building Commissioner • • . 200 Main Street,Hyatmis,MA 02601 www.town.barnstable.ma.us • Office: 508-862-403 8 Fax: 508-790-6230 • Property Owner Must Complete.and Sign This Section - If Using A Builder - • I, Ihe N1i€ _ as Owner of the subject J property • hereby authorize 01 gland/ C to act on my behal in all matters relative to work authorized by this building permit /JP /4- LANe • • • (Address of Job) - **Pool fences and alarms ate the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final • inspections are performed and accepted. • . . ‘%fisi./464 Ale". . Signature of Owner tote of Applicant . • Al CI4N 111114//U A ti.) 'LW(C Print Name Print Name • 44/IsK____ - - . _ - • • • - Town of Barnstable • • - -. - Regulatory Services �- • . : Tod Richard V.Seali,Interim Director • i:A5-, °'" • • Building.Division . * BAnN R_� Tom Perry,Building Commissio�i er - 1� 46. 200 Main Street, Hyannis,MA 02�01 z rAk • www.town.barnstable.ma.ns Office: 508-862-4038 - Fax: 508-790-623-0 HOMEOWNER LICENSE �►'� l'TION • • , . Please Print . DATE: . JOB LOCATIQt I . number street village "HOMEOWNER": \ .- name home phone# work phone# CURRENT MAILING ADDRESS: • city/town state zip code The current exemption for"homeowners"was extende. '.o include a• i er-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does no •ossess license,provided that the owner acts as supervisor. . D I I N r HOMEOWNER Person(s)who owns a parcel of land on which he/she resides o y ends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to su,►,use and/or farm structures. A person who constructs more than one home in a two-year period cha1l not be considered a homeowne S. h"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be respo i.ible fo all such work_performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for f ompliance with .e State Building Code and other applicable codes, bylaws,rules and regulations. • The undersigned"homeowner"certifies that he/she and •:•ds the Town of B•0 s nble Building Department minimum inspection procedures and requirements and that he/she will comp:y with said procedures 41. requirements. Signature of Homeowner ' Approval of Building Official Note: Three-family dwellings con": g 35,000 cubic feet or larger will be re• i t-• to comply with the State Building Code Section 127.0 Construction ControL HOMEOWNER'S EXEMPTION The Code states that: "Any ho A eowner performing work for which a building p: it is required shall be exempt from the provisions of this section(S••ion 109.1.1-Licensing of construction Supervisors), provided that if the homeowner engages a person(s)for hire to do su A work,that such Homeowner shall act as supervisor." Many homeowners who ':e this exemption are unaware that they are assuming the responsibilities.of a supervisor . (see Appendix Q,Rules&R•1' • :ons for Licensing Construction Supervisors,Section 2.15) This lack of awareness.often . results in serious problems,.pa acularly when the homeowner hires unlicensed persons. In thi `case,our Board cannot proceed against the unlicens-.7 person as it would with a licensed Supervisor. The homeowner alcting as Supervisor is ultimately responsible. To ensure that se homeowner is fully aware of his/her responsibilities,many communiti require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a S ervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a for certification for use in your community. ,._t m,rr t-ov r rn rthi.7.7:—...----:f fi....,c1FY01?FCC dnr . r / • AWC Guide to Wood Construction in High Wind Areas:110 tnp/i Wind Zone • Massachusetts Checklist for Compliance (no cn'MR5301:2.1.1)i - 0 Check . - Compliance 1.1 SCOPE . Wind Speed(3-sec.gust) 110 mph i/ Wind Exposure Category • B Wind Exposure Category Engineering Required For Entire Project C t/ 12 APPLICABILITY Number of Stories(a roof which exceeds 13 in 12 slope shall be considered a story) stories s 2 stories �...� . Roof Pitch (Fig 2) JO11 <-12:12 ' Mean Roof Height (Fig 2) - • , 'ft <-'33' 1.'",o Building Width,W . (Fig 3) - to ft _<80' k•/,i Bulding Length, L (Fig 3) M511141 'j$' -ft _<80' i," . Building Aspect Ratio(UW) • (Fig 4) - ',:) <_3:1 31, j Nominal Height of Tallest Opening' • (Fig 4) r-fir)„ s 6'8' V 1.3 FRAMING CONNECTIONS - General compliance with framing connections (Table 2).. V' . 2.1 FOUNDATION • Foundation Walls meeting requirements of 780 CMR 5404.1 / . Concrete • N b,1 u1 ,) 1/ . Concrete Masonry i 22 ANCHORAGE TO FOUNDATION1'3 • . - . 5/8'Anchor Botts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete only, i, - Bolt Spacing-general •(Table 4) 10, in. V Bolt Spacing from end/joint of plate (Fig 5) (,Or in.-<6"-12', 1.77 Bolt Embedment-concrete (Fig 5) Id' in.>>7" ;./ Bolt Embedment-masonry (Fig 5) - j 16"in.>-15" ' Plate Washer ' (Fig 5) l • $-3"x 3'x'/� V 3.1 FLOORS • Floorframing member spans checked (per 780 CMR Chapter 55) ' `✓,, Maximum Floor Opening Dimension (Fig 6) (f')1 ft<<<12' - Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..• - Maximum-Floor Joist Setbacks Supporting Loadbearing Wars or Shearwall • (Fig 7) Q ft<d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) • 0 ft s d 'L. • FloorBracing at Endwalls (Fig 9). • Floor Sheathing Type • (per 780 CMR Chapter 55) iAPAPt.i :ki p/ Floor Sheathing Thickness (per 780 CMR Chapter 55), yyii in. • e.isj Floor Sheathing Fastening - (Table 2).e d nails at �/ ``in edge 1 t1` in field (./`� . 7— 4.1 WALLS Wall Height •eviti t( / • Loadbearing walls • (Fig 10 and Table 5) A V ft _s 10' V Non-Loadbearing walls (Fig 10 and Table 5) (1).0 ft's 20' l/ • Wall Stud Spacing (Fig 10 and Table 5) lid in.<-24'o.c. ✓'' Wall Story Offsets • (Figs 7&8) _ft s d ' 77 • 4_2 EXTERIOR WALLS' Wood Studs . , • Loadbearing walls (Table E) 2x(AP - t ft 0 4in. .,--"" Non-Loadbearing walls (Table 5) 2x - q' ft V"in. Gable End Wall Bracing' • Full Height Endwall Studs (Fig 10) Oils. • . - 1.7 . WSP-Attic Floor Length '• • •(Fig 11) • VI Ni ft i W/3 •Gypsum Ceiling Length(if WSP not used) • •(Fig 11) f _ft i'0.9W - • aryl 2 x 4 Continuous Later-I Brad'a-.@ 6 ft.o.c...(Fig 11) •;/'° _ - or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 fl spacing in end joist or truss bays i./ - Double Top-Plate • ) _ ` • Splice Length (Fig 13 and Table 6) ft L, • • . Splice Connection(no.of 16d common nails) (Table 6) roc--- AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • Massachusetts Checklist for Compliance (780 CMR 5301.2.i.I)1 . Loadbearing Wall Connections ' - Lateral(no.of 16d common nails) ' r..(Tables 7) i Non-Loadbearing Wall Connections - Lateral(no.of 16d common nails) (Table B) f`..,' Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) .$ ft 4, in.5 11' L. Sill Plate Spans (Table 9) ft_in.<11' ✓". . Full Height Studs (no.of Studs) (Table 9) e1 1' '` Non-Load Bearing Wall Openings(record largest opening but check all openings.for compliance to Table 9) Header Spans (Table 9) ( ft .• in.5 12' ✓ ,, Sill Plate Spans....... (Table 9) ft_in.s 12" t.7�. , Full Height Studs(no.of studs) (Table 9) . 1 os'' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'r - Minimum Building Dimension,W , Nominal Height of Tallest Opening' ((. <6'8 Sheathing Type (note 4) YZ-o7 _ 1.,..i' Edge Nail Spacing (Table 10 or note 4 if less) -'ee.J. in. t..--'`• Field Nail Spacing (Table 10) (p in. i., Shear Connection(no.of 16d common nails)(Table 10) _ • i 2-. v-" Percent Full-Height Sheathing • - (Table 10) &P_% ti..� 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension,L - Nominal Height of Tallest Opening' `Ei��S.6'8' (_ Sheathing Type (note 4) 2. JA• • Edge Nail Spacing (Table 11 or note 4 if less) ' 4`'in. �r Field Nail Spacing - (Table 11) i' in. Shear Connection(no.of 16d common nails)(Table 11) . a_..."' . Percent Full-Height Sheathing (Table 11) ' wt_J 'A .5%Additional Sheathing for Wall with*Opening>6'8'(Design Concepts) Wall Cladding . Rated for Wind Speed? (1/4-;‘,0176-Cel2Aers-- /MS4.a -yr?i. L. ' 5.1 ROOFS • ' Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) (..— Roof Overhang • (Figur 19) _ft<smaller of 2'or U3 c. Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Pre?" �..i.0 r1) (i, . (.z//• S'�G.:4-k. P = ,d Uplift r (Table 12) • U= plf wla4 - Lateral (Table 12) L= plf Shear (Table 12).. S= •plf.Ridge Strap Connections, if collar ties not psed per page 21... (Table 13) T= Of '',A • • • Gable Rake Outlooker (Figure 20) _ft<smaller of 2'or U2 ' NJ/a. Truss or Rafter Connections at Non-Loadbearing Walls . Proprietary Connectors • Uplift (Table 14) U= lb. Lateral(no.of 16d common nails)...(Table 14) _L= . lb. .-- ", . . • . Roof Sheathing Type (per 780 CMR Chapters 58 and 59).. �y;rcy, i>"°- Roof Sheathing Thickness • . 11� in.?7/16'WSP .t/ Roof Sheathing Fastening •(Table 2) .512..e2a4,5• ld oJc. 1,. Notes: r .1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of • 760 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 - I e. Corner 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, ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam01 Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam01 Address: Barrel)Hill ' Specifier: Paul W. Swanson, P.E. City, State,Zip:Barnstable, MA Designer: • Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 7 7 7 r 7 1 7 7 7 7 -7 7 7 7 7 71 7 7 7 : : i 6 7 7 5 • . V V . 7 :4T 7- ' 7 T I i . . . 1 i o-s r sue' P gr iri° `� �r .. �.' .; ), m- 14-08-00 BO B1 Total Horizontal Product Length=14-08-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3-1/2" 6,543 B1, 3-1/2" 6,543 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 40 12 06-06-00 2 Gable Unf. Lin. (Ib/ft) L 00-00-00 14-08-00 160 n/a 3 Attic Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 30 10 06-06-00 4 Low Roof Unf.Area(Ib/ft02) L 00-00-00 14-08-00 15 30 02-00-00 5 High Roof Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 15 30 02-00-00 6 Weather Deck Unf.Area(lb/ft^2) L 00-00-00 14-08-00 40 20 01-00-00 Disclosure Controls Summary Value • %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 22,514 ft-lbs 77.5% 100% 1 07-04-00 be verified by anyone who would rely on End Shear - 5,242 lbs 56.3% 100% 1 01-05-08 output as evi application dncef Output suitability here Total Load Defl. U334(0.511") 71.9% n/a 1 07-04-00 on building code-accepted design Live Load Defl. L/601 0.284 59.9% n/a 4 07-04-00 Max Defl. 0.511"( ) 51.1%o n/a 1 07-04-00 properties and BOISEanaly engineered methods. Installation of wood Span/Depth 12.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material • or ask questions,please call (800)232-0788 before installationAn\nBC BO Post 3-1/2"x 3-1/2" 6,543 lbs 17.8% 71.2% Versa-Lam 1.7 CALC®,BC FRAMER®,AJST"", B1 Post 3-1/2"x 3-1/2" 6,543 lbs 17.8% 71.2% Versa-Lam 1.7 ALLJOIST®,BC RIM BOARDN,BCI®, BOISE GLULAMTM',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS®,VERSA-RIM®, g VERSA-STRAND®,VERSA-STUDIO are Design meets Code minimum(L/360) Live load deflection criteria. • trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. vi ,vkr ' Deflections less than 1/8"were ignored in the results. ,'''Fir )'it"u'L 1—'.*A'N\i. q. . ,..„,4,voi ista "71 Page 1 of 2 � SS/g�Ar c;`��'�,�'` �a,. 5Z AI- , r Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam01 Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam01 Address: BarrelI Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 Connection Diagram b� c .1 • . I a minimum=2" c= 10" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page 2 of 2 t Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam01 Alt. Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US Build 2627 • File Name: BC 5013 Job Name: Remodel - Description: Designs\Beam01 Alt. Address: Barrell Hill • Specifier: Paul W. Swanson, P.E. City, State,Zip:Bamstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural,Inc. Code reports: ESR-1040. Misc: job 5013 w .... T T . . . . . . + . . . : V Vf m : . TV ... .. . . *�V T 1 I i 1 i I I i i i i 6 II 1 i i ; i I V T 7 * ♦ V V . ♦ V V T V 7 ♦ V r' T V * * I V f 7 * V V V 7 5IS 11 1 1 1 1 1 1 1 1 i i i I i ; 4 1 i 1 i i l 1 1 . V T V V V V 7 i T T i . T . . . . V T . T s V V * . 3 i • i i i ! i I i 1 • i i i I 1 1 I i i 1 I i 1.441. a..m: .. „, _ _r to 14-08-00 BO B1 Total Horizontal Product Length=14-08-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO,4-1/2" 6,571 B1,4-1/2" 6,571 Live Dead Snow Wind Roof Live Trib. I Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 40 12 06-06-00 1 2 Gable Unf. Lin. (Ib/ft) L 00-00-00 14-08-00 160 n/a 3 Attic Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 30 10 06-06-00 4 Low Roof Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 15 30 02-00-00 5 High Roof Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 15 30 02-00-00 6 Weather Deck Unf.Area(Ib/ft^2) L 00-00-00 14-08-00 40 20 01-00-00 . Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment. 22,084 ft-lbs 69.2% 100% 1 07-04-00 be verified by anyone who would rely on End Shear 5,348 lbs 45.2% 100% 1 01-04-06 output as evidence of suitability for Total Load Defl. U315(0:535") 76.2% n/a 1 • 07-04-00 particular application.Output here based Live Load Defl. . U570 0.295". 63.1% n/a . 4 . 07-04-00 . on building code-accepted design ( ) properties and analysis methods. Max Defl. 0.535" 53.5% n/a 1 07-04-00 Installation of BOISE engineered wood Span/Depth • 14.2 n/a n/a 0 • 00-00-00 products must be in accordance with current Installation Guide and applicable • %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) • Value Support Member Material or ask questions,please call BO PostCALC®,BC F 4-1/2"x 5-1/4" 6,571 lbs 38.4% 37.1% Spruce Pine Fir (800)23,BC F before installaRAMER®,AJS fiTon.�nAnBC B1 Post 4-1/2"x 5-1/4" 6,571 lbs 38.4% 37.1% Spruce Pine Fir ALLJOIST®,BC RIM BOARDT"",BCI®, BOISE GLULAMTM',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240 Total load deflection criteria. VERSA- T RND®,ME, g ) VERSA-STRAND®,-VERSA-STUD®are Design meets Code minimum(U360) Live load deflection criteria. • trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C.b R Calculations assume Member is Fully Braced. (t • Design based on Dry Service Condition. ; '� t J, .: Deflections less than 1/8 were ignored in the results. .`k'; . 4Pfj,L. . /4 a 3y ivis P' A -STR TiRAL ) :I u• Page 1 of 2 1. Pi ®Boise Cascade Triple 1-3/4"x 11-7/8"VERSA-LAM® 2.0 3100 SP Floor Beam\Beam01 Alt. Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam01 Alt. Address: Barrell Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 Connection Diagram I I I /U • e o o 0 a minimum=2" c=6-7/8" b minimum= 3" d=24" e minimum= 3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d.Sinker Nails Page 2 of 2 ®BoiseCascade Double 2 x 10 SPF #2 Floor Beam\Beam02 Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US . Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam02 Address: Barrell Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5013 • 1 1 1 1 1 1 1 I I I i 1 1 5 1 I I I 1! 1 i 1 R 1 i • I 1 11111i1 ! ! 1 1 3 1 I 1 i 11111111 1 1=. v� 05-00-00 BO B1 Total Horizontal Product Length=05-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3" 2,620 1 B1, 3" 2,620 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90°/a 115% 160% 125% 1 2nd floor Unf.Area(Ib/ft^2) L 00-00-00 05-00-00 40 12 02-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 05-00-00 80 n/a 3 Attic Unf.Area(Ib/ft^2) L 00-00-00 05-00-00 30 10 02-00-00 1. 4 Weather Deck Unf.Area(Ib/ft^2) L 00-00-00 05-00-00 40 20 08-00-00 5 High Roof Unf.Area (lb/ft^2) L 00-00-00 05-00-00 15 30 11-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment . 2,448 ft-lbs 71.3% 100% 1 02-06-00 be verified by anyone who would rely on End Shear 1,354 lbs 54.2% 100% 1 01-00-04 output as evi ev dti nce of O itabili eforbased Total Load Defl. .. L/999 (0.039") n/a n/a 3 02-06-00 on building code-accepted design Live Load Defl. U999 0.022" n/a n/a 6 02-06-00 ( ) properties and analysis methods. Max Defi. 0.039" n/a n/a 3 02-06-00 Installation of BOISE engineered wood Span f Depth 6 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3"x 3" 2,620 lbs 40.1% 68.5% Spruce Pine Fir (800)232-0788 before installat'!�oon.\n\nBC CALL®,BC FRAMER®,AJS , B1 Post 3"x 3" 2,620 lbs 40.1% 68.5% Spruce Pine Fir ALLJOIST®,BC RIM BOARDtm,BCl®, BOISE GLULAMTM',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. V ®,VERSA-STRAND®, VERSA-R VERSA-STUD®VERTRAND® VERSA-STUD®are Design meets Code minimum(U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. , Design based on Dry Service Condition. P The analysis of solid sawn wood members is in accordance with the NDS and is limited to the ' ^", , output shown above. All other support and design for these products, including but not T ; te 14 7.limited to notching, connections, installation, and engineer/architect certification is the tr '` t'i§'r?.\�/, responsibility of the project's design professional of record. p SF°fANery;i . fi Deflections less than 1/8"were ignored in the results. 3 „r,i,E;it i;.4' ' A ,r p y Page 1 of 1 3 A ®Boise Cascade Double 2 x 8 SPF #2 Floor Beam\Beam03 Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam03 Address: Barrell Hill Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5013 j I ; 1 1 ! 1 I. i 1 i I . ! 1 . 111 . . IP * * * V . . . . l . . _ . , . . 1 ; . . . . 1 . . DA 08-06-00 BO B1 Total Horizontal Product Length=08-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3-1/2" 684 B1, 3-1/2" 684 Live. Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(Ib/ft02) L 00-00-00 08-06-00 40 12 03-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,301 ft-lbs 56.6% 100% 1 04-03-00 be verified by anyone who would rely on End Shear 540 lbs 27.6% 100% 1 00-10-12 output as application.Output suitability oforbased Total Load Defl. U999 (0.114") n/a n/a 1 04-03-00 on building de-ac Out design her Live Load Defl. U999(0.085") n/a n/a 2 04-03-00 properties and analysis methods. Max Defl. 0.114" n/a n/a 1 04-03-00 Installation of BOISE engineered wood Span/Depth 13.3 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(Lx W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3 684 lbs 15.3% 15.3% Spruce Pine Fir (800)23,BC FRAMER®before in stallafiTon.\n\nBC B1 Wall/Plate 3-1/2"x 3 684 lbs 15.3% 15.3% S ruce Pine Fir AL L OI T®,BCRIMBAR p ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAMTM',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. PLUS®,VERSA-RIM®, 9 ( ) VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition: The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the r, r .=�k4. responsibility of the projects design professional of record. k - ,Fkv ., Deflections less than 1/8"were ignored in the results. 3';:", . SWANS `i STR URALar I . 4 Page 1 of 1 S Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam04 Dry I 1 span I No cantilevers 10/12 slope Wednesday,March 26, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam04 Address: BarrelI Hill Specifier: Paul W. Swanson, P.E. City, State,Zip:Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 i i 1 , I. i ' 1 i i i € i , 'I. 2 I ' 'I ! I i i , i I i i I ! I i 1 i 11 i 1 5 1 i I i• 1 E I I I' ': i ' i i i111 1111 i 11 "4 1 I i i I e V i e e . . . 'p •e i V i I i I i i I 1 ; I I 3 IliI ! III III i I I I I I I 1 III I : ' I ! ! ! . .i V BO 08-06-00 B1 Total Horizontal Product.Length=08-06-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO,4-1/2" 4,646 B1,4-1/2" 4,646 - Live Dead Snow Wind Roof Live Trib. Load Summary -- Tag Description Load Type - Ref. Start End 100% 90% 115% 160% 125% f 1 2nd floor Unf.Area (Ib/ft^2) L 00-00-00 08-06-00 40 12 03-00-00 2 Wall Unf. Lin. (Ib/ft) -L 00-00-00 08-06-00 80 n/a. 3 Attic Unf.Area (Ib/ft^2) L 00-00-00 08-06-00 30 10 02-00-00 4 Weather Deck Unf.Area (Ib/ft^2) L 00-00-00 08-06-00 40 20 08-00-00 5 High Roof Unf.Area(Ib/ft^2) L 00-00-00 08-06-00 15 30 11-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 7,524 ft-lbs 53.9% 100% 1 04-03-00 be verified by anyone who would rely on End Shear 2,993 lbs - 47.4% 100% 1 01-02-00 output as evidence of suitability for Total Load Defl. U500 (0.189") 48% n/a 3 04-03-00 particular application.Output here based Live Load Defl. U999(0.108") 0.108") n/a n/a 6 .04-03-00 on building code-accepted design Max Defl. 0.189" 18.9% n/a 3 04-03-00 properties and analysis methods. Installation of BOISE engineered wood Span/Depth -. - 9.9 n/a n/a ,0 00-00-00 products must be in accordance with current Installation Guide and applicable To Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member . Material or ask questions,please call BO Post 4-1/2"x 3-1/2" 4,646 lbs 40.7% 39.3% Spruce Pine Fir (800)232-0788 before in stallatNn.�n\nBC CALC®,BC FRAMER®,AJS , B1 Post 4-1/2"x 3-1/2" 4,646 lbs 40.7% 39.3% Spruce Pine Fir ALLJOIST®,BC RIM BOARDTM' BCI®, 1 • BOISE GLULAMN,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. VERS®,VERSA-®,ME, 9 ( ) VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360) Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. `• to Deflections less than 1/8"were ignored in the results. ''',,•�` r SV$iIN ! a STRU TLE;$s l 0 ,-,4 -v Page e 1 of 2 3/21/' 4 Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam04 Dry J 1 span I No cantilevers 10/12 slope Wednesday, March 26,2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam04 Address: Barrel) Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Bamstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 Connection Diagram 77 a minimum=2" c= 5-1/2" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails Page2of2 ®BolseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam06 Dry I 1 span I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam06 Address: Barrell Hill Specifier: Paul W. Swanson, P.E. City, State,Zip:Bamstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013. i I I 1 I ! 1 I i 2 1 I I 1 11 1 1 i 1 I I i II I I I I 1 I i I I' i ;z y 16-04-00 BO B1 Total Horizontal Product Length=16-04-00 Reaction Summary(Down I Uplift) (lbs) Searing Total BO, 3-1/2" 3,753 B1, 3-1/2" 3,753 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Weather Deck Unf.Area(Ib/ft^2) L 00-00-00 16-04-00 40 20 01-00-00 2 Roof Unf.Area(Ib/ft^2) L 00-00-00 16-04-00 15 30 09-06-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 14,476 ft-lbs 59.2% 115% 2 08-02-00 be verified by anyone who would rely on End Shear 3,164 lbs 34.8% 115% 2 01-03-06 output as ev evidencoofOutabit suitability Total Load Defl. U283(0.672") 84.7% n/a 2 08-02-00 Live Load Defl. U457(0.417") 78.8% n/a 5 08-02-00 on building code-accepted design Max Defl. 0.672" 67.2% n/a 2 08-02-00 propeato and BOISEanaly engineered methods. Installation of wood Span/Depth 16 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 3,753 lbs 72.1% 40.8% Spruce Pine Fir (800)232-0788 before installation.�n\nBC B1 Wall/Plate 3-1/2"x 3-1/2" 3,753 lbs 72.1% 40.8% Spruce Pine Fir ALCALC®,OIT®,BC BC RIM B;AJS P ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAMN,SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum U240 Total load deflection criteria. PLUS®,VERSA-RIM®, 9 ( ) VERSA-STRAND®;VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. _ 7 ,•, • �' 'e, '..-0,.S , fig_ ,"' PAUljj, , 5' 4 SV MSOna tt 9 �. ..-���TTT ryry�� {{ pp F t 5 �y 1r ) 3 3�27l/4 Page 1 of 2 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Beam06 Dry 11 span I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam06 Address: BarrelI Hill Specifier: Paul W. Swanson, P.E. City,State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 Connection Diagram b re- d s • T• • c • 1 • a minimum=2" c=7-7/8" b minimum= 3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails • Page2of2 v ®Boise Cascade Triple 2 x 8 SPF #2 Floor Beam\Beam07 Dry 12 spans I No cantilevers 10/12 slope Wednesday, March 26, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam07 Address: Barrell Hill • Specifier: Paul W. Swanson, P.E. City, State,Zip: Bamstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: NLGA Misc: job 5013 , 7 r` I 7 9' 'Y - T 7 7 ♦ N 'r 7 ♦ . 'r r `•► ;,1t 4` az 5 $ F 4 f 06-06-00 06-06-00 BO B1 B2 Total Horizontal Product Length=13-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO, 3" 1,374 B1 3-1/2" 3,784 B2, 5-1/2" 1,429 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Weather Deck Unf.Area(Ib/ft^2) L 00-00-00 13-00-00 40 20 08-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,687 ft-lbs 48.9% 100% 2 02-09-12 be verified by anyone who would rely on Neg. Moment -2,351 ft-lbs 68.1% 100% 1 06-06-00 output as evidence of suitability for End Shear - 957 lbs 32.6% 100% 2 00-10-04 particular application.Output here based Cont. Shear 1,545 lbs 52.6% 100% 1 05-09-00 on building code-accepted design Total Load Defl. U999 (0.053") n/a n/a 2 03-01-02 properties and BOISEanalysis methods. Installation of engineered wood Live Load Defl. U999(0.04") n/a n/a 5 03-02-00 products must be in accordance with Total Neg. Defl. U999(-0.01") n/a n/a 2 08-01-01 current Installation Guide and applicable Max Defl. 0.053" n/a n/a 2 03-01-02 building codes.To obtain Installation Guide Span/Depth 10.4 n/a n/a 0 00-00-00 or ask questions,please call (800)232-0788 before installation.\nMBC %Allow %Allow CALC®,BC FRAMER®,AJS m, ALLJOIST®,BC RIM BOARD ,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM",SIMPLE FRAMING BO Post 3"x 4-1/2" 1,374 lbs 14.0% 23.9% Spruce Pine Fir SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Post 3-1/2"x 4-1/2" 3,784 lbs 8.0% 56.5% Versa-Lam 1.7 PLUS®,VERSA-RIM®, B2 Wall/Plate 5-1/2"x 4-1/2" 1,428 lbs 13.6% 13.6% Spruce Pine Fir VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. 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. 1 Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not ex, `,. limited to notching, connections, installation, and engineer/architect certification is the , ' J/ p,,I, , `\i : responsibility of the projects design professional of record. 2k SWANSC;1 a i-p Deflections less than 1/8"were ignored in the results. f is �, t 'd ' 44r • Page 1 of 1 1 0 Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam08 Dry j 1 span j No cantilevers 10/12 slope Thursday, March 27, 2014 BC CALC®Design Report-US Build 2627 . File Name: BC 5013 Job Name: Remodel Description: Designs\Beam08 Address: Barrell Hill • Specifier: Paul W. Swanson,P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian . Company: Swanson Structural, Inc. . Code reports: ESR-1040 Misc: job 5013 T T 7 V * * T T 1 1 I 1 1 I i i t 1 1 i i ! V V- V V 1 'r • i 4, 4 4 4 4 i I 4 V 7 + = 1 s -. - 7 V 4 • 1 I i 1 I 1 1 i 1 1 I 3 i i I i ! I I i 1 I 7 7 7 7 T T 7 7 V s * T . V 7 V I. V . T T 1 ! 1 1 1 1 1 1 T i ' 1 i 1 1 1 1 1 - ""-',. !: a- % BO 13-04-00 B1 Total Horizontal Product Length=13-04-00 Reaction Summary(Down I Uplift) (lbs) Bearing Total BO, 3-1/2" 5,534 B1, 3-1/2" 5,534 Uve Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 13-04-00 40 12 06-06-00 2 Gable Unf. Lin. (lb/ft) L 00-00-00 13-04-00 160 n/a 3 Attic Unf.Area(Ib/ft^2) L 00-00-00 13-04-00 30 10 06-06-00 4 Low Roof Unf.Area (lb/ft^2) L 00-00-00 13-04-00 15 30 02-00-00 5 High Roof Unf.Area (lb/ft^2) L 00-00-00 13-04-00 15 30 02-00-00 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 17,199 ft-lbs 80.8% 100% 1 • 06-08-00 be verified by anyone who would rely on End Shear 4,470 lbs 56.6% 100% 1 01-03-06 output as evidence of suitability for Total Load Defl. L/294(0.525") 81.6% n/a 1 06-08-00 particular application.Output here based Live Load Defl. U536(0.288") 67.1% n/a 4 06-08-00 on building and code-acceptedlysis design Max Defl. 0.525" 52.5% n/a 1 06-08-00 properties and BOISEsis methods. Installation of engineered wood Span/Depth 13 n/a n/a 0 00-00-00 products must be in accordance with . current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 5,534 lbs 15.1% 60.2% Versa-Lam 1.7 CA(800)232-0788 before installat�n.\n\nBC B1 Post 3-1/2"x 3-1/2" 5,534 lbs 15.1% 60.2% Versa-Lam 1.7 ALL OI T®,BC BC RIM BAR ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAMTM',SIMPLE FRAMING Notes SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U240)Total load deflection criteria. V ,VERSA- ,ME, VERS®SA-STRAND®,VERSA-STUD®are Design meets Code minimum(U360)Live load deflection criteria. trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. - h i r �Pw€ 3 27 /4 Page 1 of 2 ° ®BolseCascade Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1Beam08 Dry 11 span I No cantilevers 10/12 slope Thursday, March 27, 2014 BC CALC®Design Report-US Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\Beam08 Address: Barrell Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Bamstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5013 Connection Diagram a I I I • � 4 • r• • S . a minimum=2" c=7-7/8" b minimum= 3" d=24" . Member has no side loads. Connectors are: 16d Sinker Nails • Page 2 of 2 I ®Boise Cascade Single 11-7/8" AJS® 20 Joist\J01 Dry I 1 span I No cantilevers 10/12 slope Thursday, March 27, 2014 BC CALC®Design Report-US 16 OCS I Repetitive I Glued&nailed construction Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\JO1 Address: Barrel) Hill Specifier: Paul W. Swanson, P.E. City, State,Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1144 Misc: job 5013 1 1 1 it 1 . . : * l . $0,, i s g kr a it x Z r 7 w.:e 16-00-00 BO B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO 548 B1, 4-1/4" 561 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 16-00-00 40 12 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,110 ft-lbs 48% 100% 1 07-10-14 be verified by anyone who would rely on End Reaction 548 lbs 53.7% 100% 1 00-00-00 output as evidence of suitability for End Shear 537 lbs 36% 100% 1 00-02-00 particular application.Output here based Total Load Defl. U838(0.223") 28.6% n/a 1 07-10-14 on building code-accepted design Live Load Defl. U1,090(0.172") 44% n/a 2 07-10-14 properties and BOISEanaly engineered methods. Installation of wood Max Defl. 0.223" 22.3% n/a 1 07-10-14 products must be in accordance with Span/Depth 15.8 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide Allow /0 Allow/0 0 0 or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installationAMnBCCALL®,BC FRAMER®,AJSim, BO Hanger 2"x 2-1/2" 548 lbs n/a 53.7% Hanger ALLJOIST®,BC RIM BOARDTM' BCI®, B1 Wall/Plate 4-1/4"x 2-1/2" 561 lbs 12.4% 46.2% Spruce Pine Fir BOISE GLULAMTM',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise Cascade Wood Design meets User specified (U480) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. . Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. i Al SWANSON . � STRU TURAL ,a, p I1p.35334,; /.. '''rthe -- --4 , , 7,..-- , 3a3' 1f Page 1 of 1 ' r Boise Cascade Single 11-7/8" AJS® 20 Joist1J02 ���`/// Dry 11 span I No cantilevers 10/12 slope Thursday, March 27,2014 BC CALC®Design Report- US 16 OCS I Repetitive I Glued&nailed construction Build 2627 File Name: BC 5013 Job Name: Remodel Description: Designs\J02 Address: BarrelI Hill Specifier: Paul W. Swanson, P.E. City, State, Zip: Barnstable, MA Designer: Customer: Burbic, Brian Company: Swanson Structural, Inc. Code reports: ESR-1144 Misc: job.5013 1 . 1 . 1 . . 4 1 . 1 . . . . . 11 . 4. . . . . 1 . . . . . . 1 . . . . 1 . tad "y �,. °�'._ € v ^9 Ca 16-00-00 BO B1 Total Horizontal Product Length=16-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Total BO 633 B1,4-1/4" 648 Live " Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Weather Deck Unf.Area(Ib/ft^2) L 00-00-00 16-00-00 40 20 16 Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 2,435 ft-lbs 55.3% 100% 1 07-10-14 be verified by anyone who would rely on End Reaction 632 lbs 62% 100% 1 00-00-00 output as evidence of suitability for End Shear 619 lbs 41.6% 100% 1 00-02-00 particular application.Output here based Total Load Defl. L/727 (0.258") 33% n/a 1 07-10-14 on building code-accepted design Live Load Defl. U1,090 (0.172") 44% n/a 2 07-10-14 properties and BOISEanalysis methods. Installation of engineered wood Max Defl. 0.258" 25.8% n/a 1 07-10-14 products must be in accordance with Span/Depth 15.8 n/a n/a 0 00-00-00 current Installation Guide and applicable building codes.To obtain Installation Guide %Allow %Allow or ask questions,please call Bearing Supports Dim.(L x W) Value Support Member Material (800)232-0788 before installationAn\nBC CALL®,BC FRAMER®,AJSTm BO Hanger 2"x 2-1/2" 632 lbs n/a 62% Hanger ALLJOIST®,BC RIM BOARDTM' BCI®, B1 Wall/Plate 4-1/4"x 2-1/2" 648 lbs 14.3% 53.3% Spruce Pine Fir BOISE GLULAMTM',SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1 Notes PLUS®,VERSA-RIM®, 1 ®are Design meets Code minimum U240 Total load deflection criteria. VERSA-STRAND®,of Bois VERSA- Wood 9 ( ) trademarks of Boise Cascade Wood Design meets User specified (U480) Live load deflection criteria. Products L.L.C. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Composite El value based on 23/32"thick OSB sheathing glued and nailed to member. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. F PAULW. q°, ,. r. SWANSON ` ,EM i STRIUTURAL 0-4, 3 5, ' `/ 4 Nik, i ,C 3 2 % Page 1 of 1 l'n-. °L17 ' ' Assess 's office 1st Floor):, `'"Assessor's map and lot number , _ _. SEPTIC SYSTEM of THE to lCckservation(4th Floor): -/.% . MISTALLED INI COW' • Board of Health(3rd floor): Sewage Permit number , /14 n; it MAIM Engineering Department(3rd floor)::. / p ' _ EAVERe �� ii,"'� House number ' ! —)C, .�� - oY�Y Definitive Plan Approved by Planning Board t 19 APPLICATIONS PROCESSED'8:30-9:30 A.M.and 100-2:00 P.M.only i ' .# i TOWN OF BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO G.Od 12 X L 4 'poesy, +b ei)I jiw,q l sz c ('st l LK' ea ,,t ¢— TYPE OF CONSTRUCTION kJQO lama- ' . t • //— R 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the folio ing information: Location (3$ ?t`^e 1.A.``a. C i..p�S ZY 3 S). A1t--1 , Proposed Use L►S rot..1 y /- . Zoning District / I g Fire District 2 -wareL''llL Name of Owner ' r VA 1'w( ild'l.!-Xtt't> cJAddress'• ( 2t.u- L.,,,,, , 34....4 76s0 1 Name of Builder _ Address 7Q`W[8 J / .Name of Architect A 3,,nNLitv A-sc esi. Address (“... . Le..-ost \i 21& Adk---- Number of Rooms Foundation C.c .Ga (clift-tto)6 Exterior s -C Roofing CiLlijs Floors I Interior tiv.'8'T-) Heating CUA Plumbing (A fb -9- 60 Fireplace wo Approximate Cost )`t'/t1 ` Area l(9.b 51 Diagram of Lot and Building with Dimensions • Fee ":.3 ji , OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS • I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Zet6e,f i)/Liv(4-- Construction Supervisor's License _/'/� - BROWN, FRANCIS & ALBERT BUSH w f reu - ' r Po 36309 Permit For BUILD ADDITION `. Single Family Dwelling _ Location 138 Pine Lane Barnstable V - �: ' Owner Francis & Albert Bush Brown - __ .-- '° Frame - Type of Construction 4 -- - _ - ' Plot Lot I - f _ y �P{rmit Granted ' November 9, 19 93 Co to of Inspection: • Frame � r/_ --- 19 Insulation /Irl y 19 Fireplace /�� 19 ,6 ` - ' Date Completed - 19 ' ..{'ter f • L' ` P / , 1 I k• ' L` .` gi - " I , —: { i 7 r . • 7j 1 ' ! V r . * . _ I t - ri 4r 1 „ 1,4,-v\--A. , -, i, • / I s v• t G �g Y C N°o . �\ % vo R� Ol 1 y ' it/ , c \\\ 1 C. 1 ,• ) .y •” it .O Q p0. `% t` t - �, piIII) ,.�Gf 93 0" -o3' -fie 5s' ,S • ?"kr s‘.t Q p • °,-S9:.—,,to - pa to o N et \ 1:-4° \ °b O° `' N w^ 1�0�, \1` ?'"e`'9 \ 7.1 Ac�ee-s 3 � cc 1 i `\ �o �� �,�, ;,, �_�\ � , o PAS ,�f� z �A •a� --..s<>k7 c' • p•'1`'-(,' V b • e4, O //v %, O . . /•1,./-: GBo \\sue /; .3op003y4 4 U \ .ca h / . 1,� Q O �i _ ` N cv / . . ' ' ."1 .43 �' del° r; hf' � �N�V -•�bF�•. L6.%\� \ Zp c'v W' 0►68, dt A� S`s\\ OA tt .•Smoo so \ OJ V c .' . s144� \ •g •,a v Ot - .e Get 534=0 : Q.'I 4,7 10 • ,30.0o• / /.gs• Y an - SBT THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) " AGE DATA • . . -',... .. .'. ..:.,• : r. . " I. r. . .• . k , . . . .4. . • i . i . , . 4, /1. 1 i i . i•eties-“(1.1164/ 7'.* . • . . ' ' - V • 1 I • I I Firollpf-t. '! 1 . . . , I ' ii________1_,_______-____ ._ _ • •.............,-...._........, . , , . ....-,_,-...-.... 1 i I a. 1 i ro--51..-(;) .-, ._ I . /) I. .. ' ....._.____ .. . . . .. • I i . _ I 04 1 ' t711 1j ... . _ .. . •.• .._. ( , ! , • • ( ----.---- . I . r i i • • ,._,,,......1i. . , . . 1 ) ; fi i i.,,,„.• .. ! Jr , I...t.... i i ; . , , 1 .1 . .s....._.,.....__ . I: i ; i WA, I r. - ,, , . ' -1. • ----! -'9 (. ;:k. --E.i,e,,,,s..,„ ; 1 i eLA.) Ft I , I ' &) s -r•-•,..-,/, . • r 4 • : 4 ,11110til. f • .„ , { (-.t."•"-(;.t.(-- '' i ? • i'f oPoi-r...•0 . • .. i 1 '4 ri• . - - • - . 1 I : , 1 I •'-1,--i — I ql,' km... -'\AS I ! 1 *., - ; 1 .vM,.._!-`.; , ,_, 9 .11 \ . I .' • t L,L,..1 I S-1-a.A_Ite._ .q' • .K3S-rVi— \ ITO •\\ ) —2) 62:,, I' s , . I b'\t.t_ 11•,. • i (;"' • ' 1 t.) r ILJ 4 l7o ), --:.,- . K , . 1 k V 131=4/k, 'Boo . .. 1 •., . '7 3 6 p oc(e. 1 . \ \ k\ • t \ b iJert-ttA ‘ , \ \ .. A.......„ ± c L°1 Z e- i - • \ -'• \ 1 z .., N, ,. ‹. I :., 1 '-'i'(.2, -•: . .' -i -r-.. ., v-, .-:.- . . .../ -' ...... , '., _.. 1 7. ., ._ A I t, I r\ , LI/C 6 tt C, 1 e i(A f j (1. t(7 e•1 _ 1 , t,— I ,.• I * , , , I . f, (., 1, 4.... t•,,... 0 , 10 C C.7 1 \ C C. ( .C,7(.1 -i '-j 1,1 t(: .„.1 . .- c•- ‘-- i LA:4---( 1 - ‘ cr / 4, 41----- i 1 t,e.: L1. \-- (,-((,:r/ if 1r2;,, ,4"7"-.--i,:---.-::.---: 401 .,,. 11 I • . i j L .,...,.., ....-4,.. , . , ( { \ _;./f 6.l t, ; r;C) (t,N,'. e,-_-". .. ..,,,L. -,-• Joel____ ) • - ,..-/ 1 . - -slret,..:.--- - . . 1 i 0 x , . ft /- r. I • , .. ., -./, LI : : t 1.-.;• i ,, .,- • i . -? (;-.1 i,c.' ; ' 1 \ 1 ilk i 1,...., ._. - --fr -i7' '.1 '''• e, ,-.'...c. 1 I) ‘, e , 1 ' ' ‘. - 1 tz1-, 1.\ :1 ,, .,,. g ; ._ .. i iii, ....r.r..7— ...--1—....4,....mi--.t.i.4 . 11 t .... --:—.1..:11 1 -4...--- - . ,,---i VP vr „ . 1 . • I,1 S----0 *'. 1-I ( f) Ke_Lri c. 1, , I..... ' , .:. --- . -...,. ....:11' , ..... (, •,. ,- ,,.- ( k-r, & C-11_. k., - , t - t • ' '-'5• '•') ', 17) c.L; e l...4 k CA ,.., .-4. . i i 4 - '•‘, ....,..c 1;-..... 111 • ,/ .. i• , 1 ic til 62-1 t: : ---:: - .. .1. .1 P:Kt-Li , r,PIA ',\. LI t • r-. t•. , - ' I -''i i _ - , I ?,, 1.) 1f, A tj 6 . , la4.,...A. I,--0,J.err At k , , ‘ . ,) rNAAJ. ''. 6,'2 ll i WP_i {-A^. f� P c' ti , t z, i,,j j t__... i. • rf I.( (. 4, 1 1; , 17 .1 j �� i ' , e l ,C\, i EI I _ H , t .,_.: :,, , \!..:11 • . , „,,,,,ri 1,,,r -, ; . S;'� 1 ' i' E1-iIi1 r 1 € i �. `' .. - h r�5 ofi � 1 , f a i _ _ tom. , , i A - , 7 ,.,e:. 2 - 7 r r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE 10/9 (9 JOB LOCATIONT'r G Gt-g Sl Number Street Address Section Of Town "HOMEOWNER" MC4t I �A`` %72 30 -- Name Home Phone Work Phone PRESENT MAILING ADDRESS 7 -S (3 2 L L '-w //74Am. tovicig 4 — c5 City/Town State Zip Code The current exemption for "homeowners" was extended to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one to six family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed uider the _building permit. (Section 109.1.1) - The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements '/ HOMEOWNER'S SIGNATURE ..��'��he APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35,000 cubic feet, or larger, will be required to comply with State Building Code Section 127.0, Construction r ,. .., . ‘ HOME OWNER'S EXEMPTION ..,'"/A The code states that: "Any Home Owner performing work for 14111eh a building permit is required shall be exempt from the provisions of,this section (Section 109.1. 1 - Licensing of Construction Supervisorfry; provided that if' Home Owner ahgages a person(s) for hire to do such work, that such Home Owner shall at as supervisor. " Many Home Owners who se this exemption are unaw, re that they are assuming the responsibilities o . supervisor (see Appe ix Q, Rules and Regulations for Licensing Constructio Supervisors, Sect'on 2.15) . This lack of awarenes\ often results in s= ious problem , particularly when the Home Owner hirè unlicensed persons. In th. = case our Board cannot proceed against the unlicensed person as 't .uld with licensed supervisor. The Home Owner acing as supervisor is . timately responsible. To ensure that the,,Home Owner 's fully ,ware of his/her responsibilities, many communities require, as part of the .ermit application, that the Home Owner certify that heY he derstands the -sponsibilities of a supervisOr. On the last page of thi 'ssue is a form cur -ntly used by several towns. s\ You may care to amend and\adopt such a form/ce ification for use in your community. / / \ • ... r oIA Assessor's office (1st floor): O! 'K ° SEPTIC SYSTEM MUST BE F THE Assessor's map and lot number *7 78 �� ` ��a,'e{�`iR ED coAt. ... Q° °�f Board of Health (3rd floor): V 4 7p. Permit number �� � �� --� - t �`��`� � � ��� Sewage Ei0 6 . ~ -,i:_i ;?4T4L CO ' t BAHdn9sTa LE• : Engineering Department (3rd floor): /� � d,9 /. ' �o .House number , --T REGULATIONS °''rF0 NO ti' Definitive Plan Approved by Planning Board r 19 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN .,OF BARNSTABL-E BUILDING INSPECTOR . APPLICATION FOR PERMIT TO .e eee % ' 1 STO ' °uOt r) 0 ' //l w TYPE OF CONSTRUCTION ...... r`�41!! le.�!� C.:0 .0 I ' • .02,X....3 ' 6.t. 19+ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 13.+3......P1.QC I,. 4LW "(3.Fs,Rov'iV i ...1... fNSS , e*A.6.,3.0 Proposed Use • Zoning District re..4 Fire District Name of Owner FRA..34c,.c-s' a4?sti'eifQ4JgAddress C3.8 PI +1.)C LA..oe „rot ceo' :rigi+ C Name of Builder „CAA\P %..),a`rirAFSptJ Address ... .....$ 1 ....:14T.'..... s . 40%'T AbI • Name of Architect Address - Number of Rooms 1 Foundation, ..P.C54JeCt> ecio.4'.teere...- C4' ) --, Exterior . .N%Ito... . .O. R. %441 41 C,$. Roofing .....Re..ict CoCI4PIIC....:S.14+04iw Floors co Av' . Interior ...Ils„1k.).Fliii,3404' Heating l;,,lt. .r ,1. .1.'C-. Plumbing QC 'PI 1.4 Vh 1..t 6 Fireplace ....a........ ' . ` Approximate Cost off,*#.0.0.0 Area : Diagram of Lot and Building with Dimensions Fee ©t ., /840)6 , . :._.___._____j4\ ' . in 4) CI \ '-61, F'' / • )•18..i • e: •/7 9/ Cat --It: . N • . E xis-msU `l3ueL0%. S �� • -OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. eft;p 60b-AFac/0 cvs:Thy» exec 1/4 Name ..e +, Construction Supervisor's License'..C.) 1449 BROWN-BUSH, FRANC-IS . . j4 `iNo ' 32047 Permit for Build Studio . c ,,, . Accessory to Dwelling • Location . `13 8- Pine Lane ' Barnstable • Owner Francis Bush-Brown •, ~ • ' Type of Construction '. :ae • f • Plot Lot • t . , g . . - . . . . . r---1 , . . . . . . .,.... . . . i .. , -. . . ___ '' Permit Granted' JuI,y 6 ,,:. 19 88 . c Date of Inspection .* 8"` `�' ' 19 • 'Date Completed 19 t. t AMR 4+.�.' -.A. t ` , • r' 4. • �frT. r f • . ' 4 ram 7 eDN ASP`MOJ`N `'P PNS�P NN�StEP,NBC 9� �0 E w DE5tNPK' 1 Old Kings Highway Regional Historic District Commission �� I First District Courthouse, Barnstable, Mass. 02630 Telephone: 617-362-4092 Nov. 4, 19768144fr OV A Mr. David W. Brush Box 551 Barnstable, Mass. Dear Mr. Brush: The Barnstable Old Ding's Highway Committee has received your letter, has reviewed the property and the original application. We feel that we have bent over backwards originally in allowing a house whose plans were in no way connected with the structure being built to be finished. However, since we do not like to create.hardships, we tried to make the best of a bad job by suggesting changes. Our suggestion now is that you make out a new application for the house which you have, appear before a committee hearing to present your case, and follow the normal procedure from there. (Abide by the decis- ion, or appeal. ) The alternative is to go to court. This would be a long and costly procedure. Yours very truly, Elliott B. MacSwan, chairman ' I. - , ' • . ilt • May 12, 1977 Mr. David Brush Box 551 Barnstable, Ma. --wear Mr. Brush: ,�; ,,, ,,, For some time now we have been trying to resolve the issue concerning ,.w the construction of your dwelling on Pine Lane in Barnstable. The • series of correspondence concluded with the letter from the Historical Commission dated November 4, 1976 asking that you make out a new appli- cation for a hearing. To date there has been no response. Chapter 470, The Old King's Highway Regional Historic Act, Section 11, affords you the right to appeal from a decision of the Historical Commiisia . It is apparent that since you have not acknowledged the letter of November 4, 1976, of which the appeal period has lapsed, that it is not your intent to pursue this very important matter. The letter also indicates the Commission's willingness to settle this issue without litigation. Section 12, Enforcement; states that any person who violates any provisions of the Act shall be guilty of a mis- demeanor and upon conviction thereof shall be fined not less than one hundred dollars nor more than five hundred dollars. Mr. Brush, a Building Permit was issued March 3, 1976 and we are now in May of 1977. It had been my hope that an agreement could be reached amicably. However, since it has not, and we do have a law which must be administered, I must request a reply within seven (7) days of receipt of this letter. Failure to comply will cause a complaint to be filed in the Superior Court as set forth in Section 12 of Chapter 470 of the Old Kitig's Highway Regional Historic District. Peace, Joseph D. DaLuz " Building Inspector • JDD/gr cc: Historical Commission Town Counsel i