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HomeMy WebLinkAboutBld-20-001479 YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 PH.: 508.771.7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTALS EET Bldg. Site Location 5 C.l7CT 61NE Map #: Lot #: Proposed Improvement: / 2 p( /& ' L/ //V6 raj ! l i);7 j 0i L1 Applicant: 64A66,61 U 1,l eav r - 6" 0/2 0 LAddress eEjl Q1E,/4 Tel. #: 7TY.›-td--O5 ) Date Filed: 9/5-- 'p/p RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... 2 A1472-0( Signature of appl cant D PLEASE NOTE: COMMENTS: Review d by: ater Div io Date -"WO? REC ' QED di Y4k TOWN OF YARMOUTH s% c SEP 052019 HEALTH DEPARTMENT v,., 4 � HEALTH DEPT. 1 PERMIT APPLICATION SIGN OFF TRANSMITTAL To be completed by Applicant. A ',/�� Building Site Location: C17) 7 LAti/ � v,/� 7 1 4/2 YrI4,Yh A. Proposed Improvement: st,/,b 14 j'Z ' X//o ' #Z2/%/dW <oneA(e-C.7-1 Nco- 7 0 47i e-1(? T/A/6_ l¢))f 7? "V Fot ,4 A / 1,/m/a- c'a on►t_ w/7H ABC V-i"Le -ce . `41_ 4LL ,�e7wtW-%l/ ,/rrttw 6 ge-Oir �/V t*J' KJ , li-t)b i?7 0 V , Applicant: /V t MO ll--J L7Y Tel. No.: '717- cf9e�S-83 Address: g5 Cc 4t/ 4r& . sor/7 t )/4t4).#V/// Date Filed: 7/.�!/ /9 **If you would like e-mail notification ication of sign off please provide e-mail address: Owner Name: AV o z7 Z.--/` £/1U-1 / Owner Address: S Crn)&7- /AAA, kV' Yheinea&ner Tel. No.:74/+g20 ASbo y RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed)— Note: Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: /1:y---- DATE: 7/7/i PLEASE NOTE COMMENTS/CONDITIONS: /1t-&1_ Tv f-7/0cd'/p bit rt" c '2GUu o ((- Ct cjocn c ► 5- Gat. ,/`LIf 5,, z , 'If' SHED .• 4 . 10. es TANK • ?,O?, DWELLING (bill 43* / EX. DECK 4/ VQ' 12206, V Livcvt kin()Vol. a SP092019 A_?hot., HEALTH DEPT. WORK MUST C& , s RM TO ALL SEPTIC FROM ASBUILT TOWN BYLAW: REGULAT 0 S ON FILE AT THE TOWN s.-/ HEALTH DEPARTMENT BUILDER TO CONFIRM YARMOUTH 7. ATER DEPT AT CERTIFIED PLOT PLAN MBLU 30-294 I CERTIFY THAT THE IMPROVEMENTS SHOWN , of y 5 CADET LANE As YARMOUT1i, MA HAVE BEEN LOCATED BY A FIELD SURVEY. +'r cy� DATE JULY 16, 2019 DRAWN: RBS 1 �a SCALE: 1"=30' DWG. Cpp a No. 35418 y EASTBOUND 7ctilm.- �is7��� LAND SURVEYING, INC. C�arG� 7-17-19 P.O. BOX 442 ROBB SYKES, P.LS. DATE 0 `''-� FORESTDALE,477-4 1M 02644 f► 508E477-4511 Client#:763053 2WAGNERHO ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 09/03/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER I CONTACT NAME: The Hilb Group of N.E.dba PHONE 508 775-1620 FAX 5087781218(A/C,No,Ext): (A/C,No): Dowling&O'Neil Insurance Agy E-MAIL P.O. Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 NGM Insurance Company14788 INSURER A: INSURED INSURER B:Associated Employers Insurance Company 11104 John Wagner DBA Wagner Home Improvement 3 Hydaway Lane INSURER C INSURER D: Dennisport, MA 02639 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LINSR POLICY EFF POLICY EXP TYPE OF INSURANCE N W SR VD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY MPT9986V 02/12/2019 02/12/2020 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $500,000 MED EXP(Any one person) $10,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X JECOT X LOC - PRODUCTS-COMP/OPAGG $2,000,000 OTHER: j $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC50050188942019A 05/21/2019 05/21/2020 X STA OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? y N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Job location:Angelo LiCausi,5 Cadet Lane,West Yarmouth MA 02673 Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Yarmouth SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1146 Route 28, ACCORDANCE WITH THE POLICY PROVISIONS. South Yarmouth,MA 02664 AUTHORIZED REPRESENT TIP V ©1988-20015015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD NS2 #S242185/M242184 Sears, Tim From: Sears, Tim Sent: Monday, September 23, 2019 3:44 PM To: 'wags7787@gmail.com' Subject: 5 cadet In Johnathan, I have reviewed your application for 5 Cadet Ln, and there are some issues to address; N 1. Elevation drawing of the front needs to be submitted 2. A 110mph wind checklist needs to be submitted 3. The insulation values shown are not to code, current code requires R-30 in floors and R-21 in walls 4. Framing details of wall removal and engineering for any beams needs to be submitted Please update your plan and submit for review Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 1' (t/ied Y62.e // ` iideirkAt f` (' A1; ,h - 6 /z- Pr7i-c 6. g4r5 2-;(g N /6t '.c- c,,61 - k z''a'8 l6 if a. e 6re s PkZ5• gglype - -)a, /cli f' 4/1911 i t it �. 5ypod Pbth -37z�;137z 1f/ z /et'44 41q'Odle., ' ;y1- 1 i evai "- z ' m ;#1 . f, i • C/ Th r 1 M' / , _ , Z /f 41J ) AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 El Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110 mph Wind Exposure Category B '— 1.2 APPUCABILITY Number of Stones (Fig 2) / stori <2 stories _ Roof Pitch (Fig 2) .(bj/Zs 12:12 _ Mean Roof Height (Fig 2) ),ft <-33' Building Width:W (Fig 3) /6 ft 5 80' _— Building Length, L (Fig 3) Zyft 5 80' _ Building Aspect Ratio(L/W) (Fig 4) J4: 5 3:1 _ Nominal Height of Tallest Opening2 (Fig 4) 6'87<_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 „ �� u Concrete K.C2e rf Al 6 s 2rc? .7/ h $ ?j.__- Concrete U Vigil dn/- Of Of X 75 t-i Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table 4) jL in. _ Bolt Spacing from end/joint of plate (Fig 5) 6:-Er in.5 6"-12" _ Bolt Embedment-concrete (Fig 5)...... "in.a 7" _ Bolt Embedment-masonry (Fig 5) - 9 in.a 15" rr•r+. Plate Washer (Fig 5) J.x. xi >_3"x 3"x'A" _ 3.1 FLOORS . Floor framing member spans checked (per 780 CMR Chapter 55) _ Maximum Floor Opening Dimension (Fig 6) Q ft-<12'or U2 or W/2 _ 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) 0 ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) 0 ft 5 d _ Floor Bracing at Endwalls (Fig 9) — Floor Sheathing Type (per 780 CMR Chapter 55)Floor Sheathing Thickness (per 780 CMR Chapter 55) in. _ Floor Sheathing Fastening (Table 2)./0 d nails at /7 in edge/ in _ field _ 4.1 WALLS Wall Height g Loadbearing walls (Fig 10 and Table 5) 7/aft <<i o' _ Non-Loadbearing walls (Fig 10 and Table 5) nh g. ft 5 20' _ Wall Stud Spacing (Fig 10 and Table 5) /b 11.C. in.5 24"o.c. Wall Story Offsets (Figs 7&8) _ft s d _ 4.2 EXTERIOR WALLS3 Wood Studs / tL Loadbearing walls (Table 5) 2x4 - 7 ft f in. _ Non-Loadbearing walls (Table 5) 2x. - ft 3 in. _ Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) _ WSP Attic Floor Length (Fig 11) NO R 1 t C ft aW/3 _ Gypsum Ceiling Length(if WSP not used) (Fig 11) n * v It7 a 0.9W _ 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. (Fig 11) / .,t(., pCi!ivfil ,te 4.•Q.C, Double Top Plate JJ // Splice Length (Fig 13 and Table 6) ,LIZ ft _ Splice Connection(no.of 16d common nails) .........(Table 6). • w * AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails) (Table 7) Z Non-Loadbearing Wall Connections — Lateral(no.of endnailed 16d common nails) (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) -L Header Spans (Table 9) k ft3_in.<11' _ Sill Plate Spans (Table 9) O•ft Q in.s 11' Full Height Studs (no.of studs) (Table 9) — Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9`) Header Spans (Table 9) ft 3 in.<_12' _ Sill Plate Spans.. (Table 9) ft I) in.s 12" Full Height Studs(no.of studs) (Table 9) — Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° — Minimum Building Dimension,W •Nominal Height of Tallest Opening2 ( ) .6i b 6 8" Sheathing Type note 4' '— Edge Nail Spacing (Table 10 or note 4 if less) ,j in. _ Field Nail Spacing (Table 10) /L in. Shear Connection(no.of 16d common nails)(Table 10) �7.. -- _— Percent Full-Height Sheathing (Table 10) % _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) I4/t/ Maximum Building Dimension,L //G ( — Nominal Height of Tallest Opening2 ' IP<6'8" Sheathing Type (note 4) 7_ ,"• — Edge Nail Spacing (Table 11 or note 4 If less) j6 in. — Field Nail Spacing (Table 11) /2-in. — Shear Connection(no.of 16d common nails)(Table 11) s1 / — Percent Full-Height Sheathing (Table 11)....R..(��t = /8 °fa ��J��% — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Wall Cladding / — Rated for Wind Speed? !"V te- -a.N.1.K� — 5.1 ROOFS f Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) I ft_<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U=g 7pif _ Lateral (Table 12) L=3L plf Shear (Table 12) S= plf — Ridge Strap Connections,if collar ties not used per page 21 (Table 13) T= plf _ Gable Rake Outlooker (Figure 20) I ft s smaller of 2'or L'2 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 an 5,) _____ Roof Sheathing Thickness -5-19 in.z 7/16"WSp Roof Sheathing Fastening (Table 2) 8d ,Notes: 1. This checklist must 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. Corner Stud Hold Downs per Figure 18a 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. I 4_'- A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. 'Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. Al!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. 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment s w ..s A WC Guide to Hood Construction in High Wind Areas: 110 mph Wind Zone ' Massachusetts Checklist for Compliance r so CM];53012.1.1)1 -WI-EN THIS EDGE RESTS ON Ail&FRAMING USE&NAILS AT So.c 1r v IT -- II 1 1/ 1 I. 11 1 I LI 4 11 11 11 r 11 I . IY HI 1 11 I d II 1 - II 41 0' t1 1 {r1 11 rF +1 i a Q +1 co h 11 z I1 f M O '1 a. �. s1 I :1 I - if* - - ,, i g 1 1 *' +1 pp 6 t1LI f �t - ;` 2 1 1 El P 11 f 1 11 JI 4 I1 '�� ..t Il t• 1 S I ti i li------II DL)IJBt EED� .�`��� I 1 --%� NAIL SPACING i s }{ 1 `' PANEL ----1-vi 1, See detail on Next Page Vertical and Horizontal Nailing for Panei Attachment Boise Cascade - Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP PASSED RB01 (Roof Beam) BC CALC®Member Report Dry I 1 span I No cant. September 26,2019 11:46:16 Build 7295 Job name: Licausi File name: Address: 5 Cadet Lane Description: City, State,Zip: West Yarmouth, MA Specifier: Customer: Moriarty Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers �o 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 414 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B 1 16-00-00 B2 Total Horizontal Product Length=16-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1610/0 2985/0 B2, 3-1/2" 1610/0 2985/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-07-00 Top 14 00-00-00 1 Roof Load Unf.Area(Ib/ft2) L 00-00-00 16-07-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18012 ft-lbs 53.9% 115% 4 08-03-08 End Shear 3787 lbs 35.4% 115% 4 01-05-08 Total Load Deflection L/367(0.527") 49.0% n\a 4 08-03-08 Live Load Deflection L/566(0.342") 42.4% n\a 5 08-03-08 Max Defl. 0.527" 52.7% n\a 4 08-03-08 Span/Depth 13.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 4595 lbs n\a 50.0% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 4595 lbs n\a 50.0% 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. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 ®Boise Cascade F Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP PASSED RB01 (Roof Beam) BC CALC®Member Report Dry 11 span j No cant. September 26,2019 11:46:16 Build 7295 Job name: Licausi File name: Address: 5 Cadet Lane Description: City, State,Zip: West Yarmouth, MA Specifier: Customer: Moriarty Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member a c • • • • �► a • ►- a minimum=2" c=5" b minimum=4" d=6" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 TOWN OF YA N C.,3TH REVIEWED FO^RI nCING ANC 23N1t, CODE COMPLI- ( ANCE. 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"‘,.., c-,'a Iv // I' ,....) • --1 i L._.5 - -?- '' G .. . .' i ''''; ,..-/ ' -Y 4.4.„..),,f,---: ,. ) 7 Pi i.-..... f e i Del ,,-.....1 :._p,I,,,. .,, g fit e-lf-q?km,9 e•- •-' -'''.= IT:--f3.. ‹.'" 1 i iti,.1 ,. ' ... . -; -) ,. Ix P\L-1-- k t kil-,'")1-4, • -:::;iki.4,14.,-T .:\-.07., :< FizoRINIG- - f)FE.- rit‘aotlit,) -r. 4.,Q-. OP'1<- _ A i ›C & b/ *Boise Cascade - Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP PASSED ; RB01 (Roof Beam) BC CALC®Member Report Dry I 1 span I No cant. September 26,2019 11:46:16 Build 7295 Job name: Licausi File name: Address: 5 Cadet Lane Description: City, State,Zip: West Yarmouth, MA Specifier: - Customer: Moriarty Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers �0 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k B1 16-0040 k B2 Total Horizontal Product Length=16-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 1610/0 2985/0 B2,3-1/2" 1610/0 2985/0 Load Summary Live Dead Snow Wind Roof Tributary TagDescription Live p Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-07-00 Top 14 00-00-00 1 Roof Load Unf.Area(Ib/ft2) L 00-00-00 16-07-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18012 ft-lbs 53.9% 115% 4 08-03-08 End Shear 3787 lbs 35.4% 115% 4 01-05-08 Total Load Deflection U367(0.527") 49.0% n\a 4 08-03-08 Live Load Deflection U566(0.342") 42.4% n\a 5 08-03-08 Max Defl. 0.527" 52.7% n\a 4 08-03-08 Span/Depth 13.8 Bearin $U %Allow %Allow g pports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 4595 lbs n\a 50.0% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 4595 lbs n\a 50.0% 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. BC CALC®analysis is based on IBC 2009. Design based on Dry Service Condition. Page 1 of 2 0BoIse Cascade ii Double 1-3/4" x 14" VERSA-LAM®2.0 3100 SP PASSED RB01 (Roof Beam) BC CALC®Member Report Dry 11 span I No cant. September 26,2019 11:46:16 Build 7295 Job name: Licausi File name: Address: 5 Cadet Lane Description: City,State,Zip: West Yarmouth, MA Specifier: Customer: Moriarty Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers Connection Diagram: Full Length of Member 4 • L• • -ore a minimum=2" c=5" b minimum=4" d=6" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design 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(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page2of2 *, , ----2441A41/ /°4/9 ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 ;! � It Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish . a One-or Two-Family Dwelling This Section For Official Use Onl ' l` F le. : a_ f ,�Vh E Building Permit Number 40 -20---&/179 Date Applied: Building Official(Print Name) Signature SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors!re Parcel Numbers CA43 1 Z. 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: /00 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided } Required ?Provided Required Provided 2Ji / , 3 S' 56; S ' 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Er Private❑ Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 11 Check if yes❑ SECTION 2: PROPERTY OWNERSITPI 2.1 Owner!of Record: , 6ki -ELU CI Ccto l ityI,�11de_l. 11145$ Name(Print) City,State,ZIP ` _.L 1 1 S atvj- fictw�5 kd 8 i- 810-5-604t Ali co u5 i 1 ►z016 ham.` No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition V Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Briefn of Proposed Work2: 8t a L. A- /'-'ar' /h !�'/bA/ LIB�A/I b ex i 11/w!G i e• X /b' !foal)" 14,1 77" Lj N Etv facia 14-i ' l'dM /g mile) i X/b t Room . 6 0 c b N e-Yv (lzl-p4/4te I C4AlftlAelzY SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 60, 000 1. Building Permit Fee:$3 O Indicate how fee is determined: 2.Electrical $ -1 . i Standard City/Town Application Fee Si ! 0 Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List 5.Mechanical (Fire Suppression) $ Total All Fees:$ ' t2 ,11 CheckNo. Check Amount: CashAmount: 6.Total Project Cost: $ 1 � p Paid in Full 0 Outstanding Balance Due: 31 SECTION 5: CONSTRUCTION SERVICES (, 5.1 Construction Supervisor License(CSL) 5 0 7 f/ i T 91,/ 6" P License Number Expiration ate Name of CSL Holder ,r , jQ_ t /_ e/ &v���v List CSL Type(see below) V�ire Sty' No.and Street Type Description 1 q Aciwoe, Zeu. e-,eT U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted I&2 Family Dwelling City/TowState,ZIP M Masonry r t 4 m o t 5 /, 0 ,4 RC Roofing Covering T WS Window and Siding SF Solid Fuel Burning Appliances �—Z 3 l j `S7707!0 dined na( I Insulation Telephone Emat address 1D Demolition 5.2 Registered Home Improvement Contractor(HIC) .S3:::28e,28 074242 l L'Cicj nc/ HIC Registration Number Expiration Date IBC Company Name or HRC Registrant Name / S kicy Lv Vac 27Y7 Co Cop..;/ , co.t v No.and Street lien n SPL orb A of c.31 '77y-a ?Y-3ios•, Email address �� 1 City/Towh, State,Lit' Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes No ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize S4 y� of 1' ( 11 -39 0$63 to act on my behalf in all matters relative to work authorized by this building permit application. Ave.. - o i( 9/3/Z©l Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to i e best of my knowledge and understanding. 7 If' Yno( , 9/3 of t Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) , Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" / • f\-�11, Ciohl • • The Commonwealth of Massachusetts 14= l Department of Industrial Accidents _EN11= 1 Congress Street, Suite 100 711i1- Boston, MA 02114-2017 5.•`'�� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): wh arf Flom 2-nC„jr, .—� Address: I4 yh. way `, Y City/State/Zip: /benn,s eo r4 PIA 0..2 6,_?? Phone #: 7 7L/ - 4 73'- 3/0 8 Are you an employer?Check the appropriate box: Type o project(required): 1.0 I am a employer with employees(full and/or part-time).* 7. ._.. ._ s. 2.0 I am a sole proprietor or partnership and have no employees working for me in g 8. Remodeling anycapacity. 5 p ty.[No workers'comp.insurance required.] 3.0 I am a homeowner doing all work myself.[No workers'comp. insurance required.]t 9. El Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on m Y P roPertY• I will 1 O Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.11 Plumbing repairs or additions 5.ZI I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.: 13• Roof repairs 6.Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing ail work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Do ../1.'A 1 d. 0 1)C,' I Policy#or Self-ins.Lic.#:t✓LCSoo,o l y8c/ 1.426 I cl Expiration Date:6 S /c2 I / a2oa U Job Site Address: S cc_ de-4- L.N City/State/Zip: U,✓e i- I/cc,.,'.. di19- cj., `7 j Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: 9- - f Q Phone#: 77L- — — /U 8 Official use only. Do not write in this area, to be completed by city or town official. • City or Town: Permit/License# • Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: °-r- Y -� TOWN OF YARNIO U'I'H .1 ; NI c B i TILD ING DEPARTMENT �\ "s'j = ) 1146 Route 28, South Yarmouth,MA 02664 \ • 5-� 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40,Section 54 and 780 CMR, Chapter 1, Section 1113, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at ." C41 6t (,.Aic-; Work Address Is to be disposed of at the following location: Y/4 f4 . Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter l I I, Section 150A. k 674 Signature of A lica ' 7( 7zo/9 P� � n Date Permit No. Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constructftm Supervisor CS-07111 Q spires.OS/20/2019 Y � trawanS MA 0200t Commissioner CAL Construction Supervisor • t Unrestricted-Buildings of any use group whidtcontala less than 35,000 cubic feet jI01 cubic alders)d enclosed space. • Fame to possess a current edition of the Massachusetts Sore BEiliwg Code is cause for revocation of this license. For information about this license Call fi17i 727-3200 or visit Ter�risinrza �cf�e`r 1�:myac�u�;eft; • Office of enass,rsr Alfas s R sines Regofs..tbn HCtiS is i�►��J r,)NTRACTOM Registration valid for individual use only J � before the expiration date. If found return to: ashittIO _ Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 1 " /z8r4019"_ Boston,MA 02116 JOHNAT?A1'. • 314\6iA WAY l#is DENNISPOE7, 40109 t s +Undet ucretarir Not validdr ut signature r . - , . Asa Regulation-Mass.Gov-Internet Explorer ma.us,'hicr licdetails.asp.:'t tSea,chLN-'r,'='-'0 - Cii Search... -.5 iviass. uv ..„.„,„„,..-„:-, a .7„„....,,, ,,, Office of Consumer I n ' .„ .., „.„.:„.,,,,.,,,,„..,,,... .. Affairs andP'''.' i:::::,,iri.:3:".):A!' 4101 S Das t . ,,,,,, :. :., ,4 4 Business Regulation toeBR, . . Housing � on L. ?' \‘41-..;:-.'1::'' '''../:-';''',,,71::;',.',:::::, V :.,-,-i,,!:,:--,..:,.,.'..,'",';-,..'s...:',-*:1.'''''.: ..,,,,,,,.,,,..., ... HIC Registration Complaints Registration# 182828 Registrant JOHNATHAN WAGNER Name JOHNATHAN WAGNER Address 3 HYDA WAY LN. City,State Zip DENNISPORT, MA 02639 Expiration Date 07/28/2021 Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history Back To Search Site Policies Contact Us ©2018 Commonwealth of Massachusetts Mass.Gov®is a registered service mark of the Commonwealth of Massachusetts. i Trusted site e El 9 V com'.c rfi rocr'%,etaia.aspx ecut_1a?, 3 1a-bin 2d_s c2c1lf-dcZ C Search... letails The Official'Websrte of the Executive Office of EOHED and Drvsron of Professional Ucensure AMP Public Safety h7ass Gov H !Elate Agena_ `.*:' Mass. Licensee Details Demographic Information —___-- Full Name: RICHARD W GURNEY Owner Name: License Address Information City: HYANNIS State: MA Zipcode: 02601 Country: United States License Information License No: CS-071114 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 9/19/2017 Issue Date: 8/20/2011 Expiration Date: 8/20/2019 License Status: Expired Today's Date: 9/9/2019 Secondary License Type: Doing Business As: Status Change Reason: Expired Prerequisite Information No Prerequisite Information No Available Documents Close Window G 2011 Commonwealth of Massachusetts Site Policies I Contact Us Intern o: e ! 9 oa