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HomeMy WebLinkAbout0018 CHERRY STREET S-NEE y e ;t t i I I I i I W il' I'` 1 � '� i i i M` I j � 'rr rr. r� r ... a r ZZ _ilpi{�� �T 'L_ , t ����y�•�z. �I�1 ®� � Sp evil a Imm- rift _ I� IF lAQl is P�;;�� } . i General Notes on Design Proposed Addition for Jason and Laurie Cox at 18 Cherry Street,Hyannis Massachusetts 02601. .General Design Notes: . T Proposed Addition to conform to Local Building Code of the Massachusetts 6th edition of the Building Code.Dwelling is located in Hyannis and is an a addition to a Residential Dwelling Built in the 60's. 0� The Dwelling is located in the RB District of the Barnstable Comfy Zoning Maps.The Dwelling is located in a neighborhood placing it in the configumtion of Exposure Category B of the Massachusetts -1 Buildin Code.� 8 I p i I All Foundation Walls to be poured to a minimal deeth of 48"below grade.All foundation walls to be solid our concrete on 12"X16"continuous footings.. over compressed fill. The area of foundation - .. .. .. Concrete Floor in the garage to be 4"poured concrete floor under room labeled mud room to be a crawls ace with a 2"poured concrete dust cover. __.__..._ .. All exterior walls to be framed using 2x4 construction with continuous 112 sheathing on the exterior, covered by exterior W.C.Shingles @ 5"exposure..The Front of the garage to be covered with 1,2"and cedar clapboards @ 4"exposure.All exterior walls to be covered with 1/2"Gypsum Board interiors. (TYP)All exterior walls to be insulated with F.G.Insulation with a rating of R-13. i Second Floor System to be TJI 2601 joist @ 16"o.c.(Flooring design plan to be submitted with - permit request detailing floor design and loads.Floor to be covered with 3/4"plywood sub poor nailed and glued with 8d ring shank nails.Below the floor diaphram,Ix3 strapping to be installed to 1fCS7��) c l (_r_ �IV1il1� strengthen floor system. Floor to be insulated with R-19 F.G.Insulation and finished with 5/8" Gypsum Board(TYP) All Exterior trim to be lx5/lx6 Comer boards with 1x8 Facia/Soffit/Frieze(TYP)All Trim to be - � covered with.ex[erior grade Aluminum v /� � � - oof Framing system to be Pre-Fabricated Trusses(Design information to be included with permit bEE Mf AC14FD' 6JJ� ,y' R request detailing design and loads.)Roof pitch will be a hip style roof with a 6/12 pitch.Roof - - - - - sheathing to be 5/8"plywood with out H clips.Roof to have Continuous Ridge Vent fed by Vented Drip Edge feeding Rafter Mate Eve Ventilation ducts. Ceiling Line of trusses to be Braced with 10 strapping to improve strength.All trusses to have hurricane ties connecting each truss to the to later. Roof Covering to be a 30 Architectural Asphalt shingle over 15"Moling felt l.Au���'/MuoS 11Aarac,E a.xt9.t� 8o fl:C. bD26 S cTIDN ?1koeV5W ice,6 �.,` (l 110 SCALE: 1f= APPROVED BY: DRAWN BV \� >Z�\ DATE: DRAWING NUMBER W . 5-3• eO N /6'•3• y 11•Sono Tubas to u Existin v SupportG/Met Beam 3, Cn3wl Space In9 r Foundation � b•,�ate,.. ra'-e• A� - s Existing Garage 0 Existing i • Crawl Space Foundation ;,, P a, 4,.1. n.,narwaw.. 4'1• 4_r• 4,0ji a— Finished 8asemanf a Concrete Slab N 4 15.2. m 30'2 EXISTING FOUNDATION PLAN COX ADDITION DRAWN BY.•JAsoN Cox 1S CHERRY STREET HYANNIS. MARCH/0TH 2007,, MASSACHUSETTS . 02o1 SCALE:1/4'-110" .. 3 2 1E-2'3 3'-��—<-3' '�-8=2'— R bh t g y y 18'-B' 7 1' 3'-0' 3'-0' 2'f0 a'r b b 8 I � 710- 31 2a"-*-rs' zj x.x x.x .e.xem �3=10'v 'm 7'-4'�r•L 4-2' Existing First Floor Plan 251.2. ti 12'SOnO rubes to - Crawl.Space . Existing " Supparl0/rdereeem a . Foundation Cw+l tpw Aver 1e'�• ro 5-0• s-0• � 'v sExisting i � - -�_Cr.awlSpaceFoundationIProposed Garage 4,-1• ur 4-7 14 rvnkheaeeeemartt a Concrete Slab n 25'd' 30.2• _ PROPOSED FOUNDATION PLAN COX ADDITION DRAWN BY:JASON COX _ 1B CHERRY STREET - HYANIIS, .MARCH 10TH 2O67 - MASSACHUSETTS ' 02001 SCALE:114"a fro• - - .its•-a• �' ,I`-- 1s'a a•ar 2oa• I i 5•-8•— 3=11 fbm Pl.n b Ram.ln 41 FbV Planro Rem.ln 2-0" Uu&y Room u 1e.-6. B'40' T F/oor PlanbFsm./n Fbw pdnro R.m.m New 0,,p 25X 21 .lam-a:o" -------------- ----------------- Fbxplan ro R.—M tl I .a Fbor P/MroFam.m Fbv FY.n bFsm.m b ' 25'-2"- A 30-2. L Proposed First Floor Plan 25 2" 4'-8". 15'10" 4'-8" r � .fir-- 12•_2n N � . rrrar � rr.aa 2' 20 6 An 2 O 4 � J v ' . rrraa x.rrar rar A A x.ar 8=10" 8110" N ro F Second p P o0 d ose Floor —3'-3" 6110, 4-10" 6=9" X f:" 25'-2" �h w�! i��, � � ,-, s a'rt ,tz�u��.aa�'.�N to a F'��a.'�'`:'e��;4'r�, txw+-',�fi�,-•y� r" ,�- '�c ,�:&+fir A" c UC 1 .§�.� eFy�.� ,.�•�t '�.��''"°r^ :. i .ti .r*a- � h sr�•' - 'n.'�. � .. tr�,,5.°; ... Stir � a.,�.,�� :, ,:; � e `F�''*1 1;,:: .ems i��� 1 l �.X I Sf1 NC, �flD,y� L/AT/Ds�:7 w� `'�'-f w��� �yh k.s'y-•.,�'ha�;�s'..is T`M#iw 1�''�� r^� � �'4 *,�� `r �'�'�"� o,.� �. �r 3 Kt `�`-"3 +�- �" 'y` t.� � x 7�,�� Y n t1 ,''al�sr 'fin- •a �;�y?., r s pa ,"2 r,.�^-. `xr'— "#� i ,a9�M� � �'y�'�"y..Y;� •. �+ 1. .e� m�Y � qy plp�a�"'��� � _�--i���`„}� ;�>[ �, � .� �.�.. r� _ e. i+—t E'" a ��L� -i�E,_.uf f ��. `� . y j �F � �k+"y` r..Cx,,.� '� ��>��.��`�{. �y ',� �Y3 •t 'j v .,+,5 .� itCir 6��`� �S '��.�x�e ,a�,. 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Checked in By CONNECTED SEWER ACCOUNT Date Definitive Plan Approved by Planning Board Appro ed By /1 1> t Historic-OKH Preservation/Hyannis Project Street Address D ������f' S p e 1 Village �•1M1� Owner 3 f' 60�3 LA0(LIE Address Telephone 6®1—")M _ &06'*) WA q59— 1 091) C,ELC Permit Request IG )A5;N'TI%L 4DOM00 710 Ews I we, 6)4 lcly�11& 46�4 Square feet: 1st floor: existing proposed 'qS5 2nd floor: existing _ proposed _� Total new Valuation Y 4 0, 0 0 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size PtC2.7S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Gd' T AgeJof Existing Structure iiq 5%tU Historic House: ❑Yes @f/No On Old King's Highway: Cl Yes Y"N' o Basement Type: mull C(Crawl ❑Walkout ❑Other p Basement Finished Area(sq.ft.) � 0 Basement Unfinished Area(sq.ft) `/ / 4 : Number of Baths: Full: existing new Half:existing ' nep Number of Bedrooms: existing new ¢ -- Total Room Count(not including baths): existing new First Floor Roomc-Co unt Heat Type and Fuel: I/Gas ❑Oil ❑ Electric ❑Other �� Central Air: ❑Yes ®'No Fireplaces: Existing New_ Existing wood/coal s ove: ❑Yes C9<o Detached garage: existing ❑new size �� Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use __Y_ -BUILDER,INFORMATION IV Telephone Number Address � �i�'/�i�' c�( _ License# C7"v �s 14 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RE ULTING FROM THIS PROJECT WILL BE TAKEN TO , SIGNATURE DATE /� �� ` e i FOR OFFICIAL USE ONLY.. PERMIT NO. DATE ISSUED � . _ .'. , I ` ;• + _ r , -\' 1 wf i i MAF—i PARCEL�NO. ADDRESS VILLAGE 1 _ s OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH • FINAL-: GAS: ROUGH FINAL i f FINAL•BUILDING DATECLOSED OUT ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapQ -1 Parcel ��� Application# ,3C0 -76 a 7 Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee 445® � S� Date Definitive Plan Approved by Planning Board Historic-OKH . Preservation/Hyannis Project Street Address 11 cF}alky S i> Village Agn tJ"�� /1 Owner Address Telephone ) Permit Requesteo Ap 11oo " Ay) a ti Moa 06W 6" P6 Qr-LL A5 A DOY Moe-. /Muo J700t% op -o or, LDic7c Lev-tL, Square feet: 1st floor:existing proposed 1,590 2nd floor:existing' proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuations � Construction Type EJ''�1f Lot Size e J �� Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure -5 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No ` Basement Type: C�Full &Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 4Q50 Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new c�2 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing .5 new q First Floor Room Count Heat Type and Fuel: 81 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 21 No Fireplaces: Existing �_ New Existing wood/coal stove: ❑Yes No Detached garage:Uf existing ❑new size Pool:❑existing ❑new size Barn:❑existing. ❑new size Attached garage:❑existing M new size,)64. -5 Shed:❑existing ❑new size Other: t Zoning Board of Appeals Authorization ❑- Appeal# Recorded❑ Commercial ❑Yes Q No If yes, site plan review# E-� ' Current Use Proposed Use " �,qi BUILDER INFORMATION p_�'� Name Telephone Number � ✓✓ Address C)jgay 30" License# j/V1 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE d� DATE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. " ADDRESS. VILLAGE OWNER- DATE OF INSPECTION: -FOUNDATION FRAME Q (c- INSULATION P� T ­ FIREPLACE ; i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT r f ASSOCIATION PLAN NO. 1 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE - New Buildings $100.0.0 Residential Additi= $50.00 Altamfions/Renovations $50.00 Change of ContractorBuilder $25.0.0 FEE VALUE WORKSHEET -NEW LIVING SPACE gg n square feet x$96/sq.foot x.0041— d plus from below(if applicable) ALTERATIONS/RENOYATIONS OF EXISTING SPACE L-20—square feet x$64/sq.foot= x.0041- plus from below(if applicable). QARkGES'(attached&detached) squaw feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft.. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit square feetx$96/sq,foot= x.0041— ___• STAND ALONE PERMITS Open Porch x$30.00= (number) Deck •• I. x$30.00— (number) p� Fireplaee/Chimney x$25.00= r (nu:mbe� Inground SWimming Poo1 $60.00 Above Ground Swimming Pool $25.00 Y� 0 RelocatlowMoving $150,00 (plus above if applicable) Permit Fee � • 'THE Town of Barnstable Tp� Regulatory Services snRxsrasz e, : Thomas F.Geiler,Director y PA►ss. g 1639. Building Division rEc �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print 1-0DATE: O� SrT 1 JOB LOCATION: � (.J �}-}�ac4�� �,/��Aj•� 5 number street CCA sstreyet g� h evillaget� �j(�"HOMEOWNER': 3 P600 619" 1 q9^ -1 J®g-96 g- 6 l name home phone# work phone# CCURRENT MAILING ADDRESS: 4eraY 2 2T"e 1-�` ANY41-5 /146 oho l 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 homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as su ep rvisor. 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 or two-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 under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requir ents. ignature of Ho wner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. , HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt i Cox Household jW TJ-Pearr�6.20Serial N"mber:�62flu 1 3/4" x 1-4" 1.9E Microllam@ LVL Pagel En'gin2e006 Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope6M2 a. ,a b 16' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 240.0 160.0 0 To 16' Replaces Ridge Beam SUPPORTS: ! Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.38" 1920/1334/0/3254 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL 2 Stud wall 3.50" 4.38" 1920/1334/0/3254 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3186 -2661 5353 Passed(50%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 12480 12480 13949 Passed(89%) MID Span 1 under Snow loading Live Load Defl(in) 0.464 0.783 Passed(U405) MID Span 1 under Snow loading Total Load Defl(in) 0.787 1.044 Passed(U239) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. Operator Notes: Structural Ridges PROJECT INFORMATION: OPERATOR INFORMATION: John Lucich Mid-Cape Home Center Route 134 PO Box 1418 South Dennis,MA 02660 Phone:5083986071 Fax :5083984559 jlucich@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. eNIV AUG-05-2005 15:11 H S & T GROUP INC. 508 752 8895 P.01i01 �■� RMEY. MORAN A MNAN MORTGAGE INSPECTION PLAN REGISTERED LAND SURVEYORS NAME JASON & LAURIE COX r 75 HAMMOND STREET — FLOOR 2 '� �■ WORCESTER, MA 01610-1723 LOCATION 18 CHERRY STREET PHONE: 508-752-8885 FAX., 508-752-8895 HYANNIS MA RMT@CON VERSENT.NET A Division of H. S. do T. Group, Inc. SCALE 1 -- 20 ' DATE 8^ 0 REGISTRY BARNSTABLE ' DEM SoogpAOE 12774/280 1.1,1 BASED UPON DOCUMENTATION PROVIDED, ReouRF� M�suRe_ L�NOFMq �Q+T3 WERE MADE OF THE FRONTACE AHD ButnlNe((5) SHOWN oN THIS NORTWE INSPECTION PLAEL IN OUR JUD "I ALL �� iti\ PLAN 900"LAN 1 4/41 VISIBLE EASEMENTS ARE SHOWN AND THM ARE NO VIOLATIONS OF ZONING REQUIREMENTS REaU*NG SIRUCTURFS TO PROPERTY ;� OANIEL 1� L� OTPSETS (UNLESS OTHERWISE NOTED IN DRAWING BELOW). o J. ,n 1 WE CERTIFY THAT THE DUILDINM) ARE NOT W"MN THE NOTE; NOT DEFINED ARE A9p4Ef�p�ND POpLg DRNLIVAYS, CU TIVNA►d SPECIAL FLOOD HAZARD AREti SEE HUD MAP: OR SHEDS WITH NO FOUNDATIONS. *PIS A MOK ME No.40047 E MN PLAN' NOR AN INSTRUMENT SURAY. DO NOT USE TO v rJ C DTD 8-19-85 ERECT FENCES. d iM BOUNDARY sTaucrl3ifs, OR TO PUNT ., I FIR4s5, LOCATION AI The STpUNG #FO(R) SHOWN HEREON IS EITHERT FLOOD HAZARD'ZONE HAS BEEN OETERNWED 6'r SCALE AND IN URE141 M, OR I LOCALEM ZONING FQiI PRO►EENF LINE OFFSET- IS NOT NUE.WLY'ACCURATE. UNTIL DEFINITIVE PLANS ARFt 1 aEouIREMENrs, OR IS DfE]dPT FROM v►aATIOH ENFORCEMENT VE � OT`gU.AI{SE NOTED.THIS CEFRIFIUTION 13. O.L. TITLE 'All UW-1(ON-TRMN FFRZL. ISSUED 9T HUD AND/OR A VERTICAL CONTROL SURVEY IS 4 THE ABOVE CETRTIP1CATION9 ARE mAOE WITH THE PROVIS70N THAT PERFORMED, PRECISE ELEVATIONS CANNOT OE DETERLaNED. w' TOE INMAUATION PROVIDED IS ACCURATE AND TWA?THE MEASURE- 1Aq�TS USED ARE ACCURATELY LOCATED IN RELATION TO THE t1 PROPERTY LINES. Certified to: ROCKLAND TRUST ITS SUCCESSORS AND/OR ASSI NS ASC THEIR rINYEREST MAY APPEAR JASON & LAURIE COX ti ' 4 � u � ��I r ;F111• d` + IS /4 Iw- GARAGE ,yu MOUSE SE #18 •k1511' C;Ir '' ,I,Srrv6q PA?/O � 19 �J � y; , 'f •tti CHERR Y STREET - Pko t bsEo REQUESMO OFFICE_MCMANUS, NMON Et MACNAMEE. P.C. REQUESTED BY: TOTAL P.01 / AUG-05-2005 15:11 H S & T GROUP INC. 508 752 8895 P.01i01 RMY. MORAN, &t AVNAN MORTGAGE INSPECTION PLAN REGISTERED LAND SURVEYORS NAME JASON & LAURIE COX 75 HAMMOND STREET — FLOOR 2 WORCESTER, MA 01610-1723 LOCATION 18 CHERRY STREET PHONE: 508-752-8885 : FAX: 508-752-8895 HYANNIS MA ' RM TOCON VERSEN T_NET A Division of H. S. do T. Group, Inc. SCALE 1 " 20 DATE 8,5-05 'v REGISTRY BARNSTABLE DEED soac/PAots 12774/280 ;1 WED UPON DocuMEMTaION PRrmDm, AEIwOTEO MEASURE- �tN OF tij "I T3 WERE MADE OF THE FROtRACF AHD Dmahma(5 SHOTAN -\�� q'rj' ON THIS MOkMAGE INSPECTION PLAN, IN OUR JUDGtU�ALL ��`i ��� PLAN BOOK/PLAN 1 4/41 d VISIBLE EASCM"ARE SHOWN AND THOM ARE NO VIOLATIONS OANIEL M�•" � 19 j;; ,OF ZONING REOUIR£►IEIITS REOAADM C STRUCTL$tES TO PROPERTY :y ". o �, l i Y WE CERTIFY THAT THE DUILDINO(S) ARE NOT WflnN THE L»� OFFSETS (UNLESS OTNER1yIS>?NOTED IN DRAWING 00.0W). A NOTE; NOT DEFINED ARC A90MEaRp�HD POOLS DRIVEWAYS, C7 TIVNAN SPECIAL FLOOD HAZARD AREA SEE HUD MAP_ OR SHEDS WATH NO FOUNDATIONS. IS IS A M0S 54E ro No.4DO47 j ECRON PLAN' NOT AN INST W04T sLwvV, DO NOT USE TOAN v 'ERECT FENCES. 8THM BOUNDAW sTRucIT1REs, OR To PLT 5 C DTp 8-19-85 SHRLMS, LOCATION OF THE 51TMUCTIAE(.� SIM0IYN HEREON T5 ETTHEYM O� IN COMPUMICE WM4 LOCAL ZONING or PROPERTY LINE OFFSET FLOOD HAZARD ZONE NAs BEEN DETERMINED Wr SCALE Am REOUIREMENTS, OR IS D]EMPT f" VIOLATION ENFORCEMENT yE 15 NOT HECES AMLY'ACCURATE. UNTIL Dff1NIT1VE PLANS ARF� �0N UNDER MASS. O.L. TITLE NI. C1W 4QA SQC_ 7, UNLESS ISSUED Dl M110 ANp yy OTMERrf'ISE NOTED. THIS WiMFICiAT10N IS NON-TRANSFERABLE /�A VETRTICAL CONTROL SURF IS 1�;n• THE A6O�E CERTIP1GT10N5 ARE MADE WITH THE PRWI9ON THAT PFRF06ta1E4, PR£p5E ELEVATIONS CANNOT BE OEI€RodNED, TOE INFORWTION PROVIDED IS ACCURATE AND TWAT THE MEASURE- ,�^�, ►AEtTS USED ARE ACCURATELY LOCATED IN RELATION TO THE y PROPERTY LINES, ri „C Certified to: ROCKLAND TRUST COMPANY, 'n ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTEREST MAY APPEAR MI JASON & LAURIE COX ` ,tr 1. III ,1 GARAGE. HOUSE 418 IJ T t' I`hl '1 CHERRY STREET REQUIM-Mll OFFICE_MCMANUS, MORTON dt MACNAMEE, P,C. _ lr REQUESTED BY: no a,N TOTAL P.01 �r Cox Household Td-BearrO6.20 Serial Number: 00 0362 1 3/4" x 14" 1.9E Microllam@ LVL Page EngneOVerson:36.2A0.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0A2.Roof Slope6M2 RIB ' d. 76' 1 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:8' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 240.0 160.0 0 To 16' Replaces Ridge Beam SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.38" 1920/1334/0/3254 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL 2 Stud wall 3.50" 4.38" 1920/1334/0/3254 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3186 -2661 5353 Passed(50%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 12480 12480 13949 Passed(89%) MID Span 1 under Snow loading Live Load Defl(in) 0.464 0.783 Passed(L/405) MID Span 1 under Snow loading Total Load Defl(in) 0.787 1.044 Passed(L/239) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LI-1/240JI-1/180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 1'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. Operator Notes: Structural Ridges PROJECT INFORMATION: OPERATOR INFORMATION: John Lucich Mid-Cape Home Center Route 134 PO Box 1418 South Dennis,MA 02660 Phone:5083986071 Fax :5083984559 jlucich@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. The Commonwealth of Massachusetts ,Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 `,M s�• . wwrv.masSgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/organizationadividual): � l� Address: � _JF Jam( City/State/Zip: 1J;14N (5 /4 Phone Are you an employer? Check the-appropriate box:. Type of project(required): ❑ I am a employer with 4. El am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ElNew construction '..❑ I am a sole proprietor or partner- listed on the attached sheet ❑ remolition. deling ship and have no employees These sub-contractors have 8. working for me in any capacity. workers' comp. insurance. 9. g Building addition r orkers' comp. insurance 5. ElWe.are a corporation and its�J officers have exercised their 10.❑ Electrical repairs or additions Lama homeowner doing all work right of exemption per MGL 11.O Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13.0 Other any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.' * Jomeowners who submit ibis affidavit indicating they are doing all work and then hire.outside cont acorsmusumt anewffib davit indicating such 'ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site formation. surance Company Name: )licy#or Self-ins.Lic. #: Expiration Date: gib,Site Address: City/State/Zip: ttach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). dhire to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ie 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 'up to$250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of vestigations of the DIA for insurance coverage verification. to hereby ceyW#under t pains and penalties of perjury that the information provided above is true and correct: a f Date: G C/� Lo 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#• Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. ?ursuant to this statute, an employee is defined.as"...every person in the service of another under any contract of hire, -xpress or implied,oral or written." An employer is defined as:`:`an individual,;partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. Howev.,er:the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the er who employs persons to do maintenance, construction or repair works on such dwelling house dwelling house of anoth or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es) and phone number(s) along with their certificate(s)of y insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships'(LLP)with no employees other than the members or partners' are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to All in the permit/license number which will be used as a reference number. In addition, an applicant -that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of.the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a.valid affidavit is on file for future permits or licenses..A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license,or permit not related to any business or com ercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit_ The Office of Investigations would 117ce to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: ' The Commonwealth of Massachusetts . „ . Department of Industrial.Accidents Office of Jnvestigations b00 Washington Street4 . Boston, MA 0211L Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax# 617-727-7749 Revised 5-260 www.mass.gov/dia ZYMET� Town of Barnstable ti Regulatory Services - - -- �BAMSrABM Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modemization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: A�4 0,061— 1040-1917-49A) Estimated Cost Address of Work: �i ��1� Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Bjiilding not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. O Date q�(mer's e Q:fomwhomeaffidav • Table JS b�egatlaaed) eh Fo�i1 PtiseL pies iptire Fockagea far t7oe gad�oFa• aaly Re ddeatisi Snildingr Bated 1d M�yq MIIYQVIUM •HeasiriglCoollrsg Giasag Ceiling Wail Floor B � etet Equipsaesst Rmclena? Giazlag lam Ares �'!.) U•val�ia� A•valuer A value' R vaiu2 wall R.va u, AXf Fsa 3701 to 160300 Beado Degm D 8 Morass( 12% Ot40 38 13 I9 10 N==Xl Q _14 19 !0 6 A 12y. U2 30 ' •>i3,z 8 g 12-W 0.30 38 13 19 10 13 WA NIA Normal- ---T- f0 - ---- '13't 0.46 38 19 19 �:AFEi$ '13 NIA 'NIA y. ,ISY 0.44 38 23_ 6 H AFM .I5'/. - O,Sl 30 19 19 10 Nasasal. 13'. .. 2i NIA N/A ?G !8'J: 032 ' 38 __NIA Normal Y 18y. ' 0.42• 38 !9:' 23 NIA 90 AFUE 13 19 ]0 6 y .• i8Y• 0.42 38 14 19 10 8 90 AFiJ AA 18% 0.30 30 • 19T . 1.-ADDRESS OF PROPERTY: iA 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS;: 3. SQV FOOTAGE OF ALL-GLAZING:4. 7 ."•d c o GLAMN(}AREA(#3 DIVIDED BY#2): 5, SELECT PACKAGE(Q--AA-see chart above): : OTMR MORE NVOLVED METHODS OF DETrRMINING ENRGY F:EQ�T5 NdTir ARE AVAILABLE, ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YS: NO; q•farcns-f9flo3a3a i 7g0 CM&Appendix J . Footnotes to Table J$.2.1b: lass doors, skylights, and 4 Glazing area is the ratio of the area of the glazing assemblies (including ing opaque basement windows if located in walls that enclose conditioned space,but excluding opaque doors)'to the gross wall area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 of decorative glass may be excluded from a building design with 300 if of glazing area. =After January 1, lggg', glazing U-values Must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRG) test procedure, or taken from Table JL.5.3n. U-values an for • whole units: center-of-glass U-values cannot be used. 3 The.ceiling.R values do not assume a raised or oversized truss construction. If the insulationsslon -be sub' achieves the fall _ Insul-ation thickness over the exterior walla;withoutR4`insulation,'CeiilingRYalties�pres atttl?e-s»etc $ and ltj3'8 tnsuntlidn�iay b-61*9titut ty` •_- Insulation if use 'For ventilated cbilings, insulating sheathing mukbe,.placed between . kmiladoii plus insulating sheathing ( d): the conditioned space and the ventilated portion of the roof. used). Do not include` 4 Wall R-values represent the sum.of the wall cavity manFotirocri amle,,an R-9 regnirerns insulatinz �eut coo d'be met EITI•�R exterior siding, structural sheathing,.and interior drywallP ex R 19 cavity insulation OR R 13 cavity insulation Pius R 6 insulating sheathing. Wall requirements apply to wood-frame or rriass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawl5paces;basements, or ne floor Floors over outside air must meet the ceiling requirements. de must '_The entire opaque portion of any individual basement wall with an average depth less 5doors.of c0%below onditioned. ned. meet the same -R=value requirement'as above-grade walls. Windows and sud ng sips basements must be included with the other glazing. Basement doors must.meet.the door U valuo requirement described in Note b. '•The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' if the building utilizes eleL•tric resistance heating cnec Placeiance of of cooling equipment,the equ priient withhe l west than one piece of heating equipment or more than p offcldncy must meet.or exceed the efficiency,required by the selected package, , 'For Heating Degree Day requirements of the closest city or town see-Table 15•1.1a NOTES: a) Glazing areas and.U-values are maximum acceptable to levels,lode structural R-Yalu entre mnumum acceptable-levels. R.value requirements are for insulation only an b)Opaque doors in the building_envelope must have a U-value no greater than 0.35.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table 11.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use•the mopaque o r U-valet deter 00 a compliance of the door. one door rnay be excluded from this requirement( y spacewall c)If a telling,wall,floor,basement wall,s�ao ed i f the area-weighed a component R-valuades two is greater than or with o different insulation levels,the component plies the R•value requirement for that componeonents comply if the area-weighted average U- nt.Glazing or door comp yalue of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). , 43 SIIMOKE DETECTORS REVIEWED IMPORTANT-UPGRADE REQUIRED of STATE BUILDING CODE REQUIRES THE UPGRADING OF BARJSTABLE BUILDING DEPT. DATE SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. ROTE. A SEPARATE PERMIT IS REQUIRED FOR THE ` FIRE DEPARTMENT DATE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL I NOis SIGNATURES ARE REQUIRED FOR PERMITTING PERMIT DOES NOT SATISFY THIS REQUIREMENT. --- ,�----8-0' 8-0'— 2-0'x 4-0' . �- 49'-0' 6• '-6' 2'-0'x r-4• � Garage U N NN 4 b ti Utilitys 4'Crawl y Space © c 6'-0•x 7'-0' Finished v Basement Patio 4 q 5'-12" x� L 90'-0" f tx IS I Ili ��L7IU��TION 4 eu�o c 2'-0'x 4'-0• *--5-0" New 81' 1 Craw! a Foundation Space with 2" dustcover 49'-0' 20'-9 2040• N 9 O N 2'-O•x,'-4" Garage 4 kPatio s utiiityse8-0•x 7-0" Finished8'-0"Basement N x . -8�0" 8-0" 2'-0"x 4'-0" 49'-0" F �j . 7V 9'.7" 7'•2' 3'-7" 3'-7" 4'•9"—*-3'-2'— 3'-0" -3'-0- 3'-7" ti Q r N 2'-0"x '-0' 2=0"x 4'-0"4'-0"x 4'-0"2-0"x 4'-0 2'8 '?�O"x 4'-0."-0'x 4'A'"-0"x 4-0' b x Garage 4 � Bathes ti 4 Bedroom m Kitchen A N " v 1j m b - 3 W-j- 3'-3" '-3.e� m k—aw• s-s x s'-s^ 2"'x Living Room 2'-o"x 4'-0" 2'0"x 4'A" N 8'-0"x r-0' ro '-1" T-0" 3=9"�, 8'-0" v Covered Patio 6'-0'x 6'-8" 6'-0'x 6'-8" x Bedroom a'. b 1'-6,-2' - -0 ^-b-0" ' 7'-2" ,3'10" a 15'-0' i. 12'-4" 'A"x W. x b a,-0" " " 5-12" 12'-0 b 2'-0"x 5'0' 2=0"x 5'-0• 2'. " 6' 2'-0"x 5'-0' 2-0"x 5'-0' 2'11" 5'-7, 6'-7" �' 6.2" 5,_7• 3'_22 Existing Floor Plan ` 5'3" 3'9 • 6'-0' {� + — 3'-6" 3'-11. 3 10' 3 9" _ 3'-0'x 4'-0" '-0'x 4'-0" 3=0"x 6'-0' 3'-0" 6'-0°3'-0"x 6'-0" R N o fo Master Bedroom ,2�cioPr b6� Dining Room s e n 49'-0" N T-7" N q -4 x 6-8 1- x 6'- 2'-0"x '-0" 2'-0"x 4'-0'4-0"x 4'-0"2'-0"x 4 14'-0' 6'-8" Garage 5'-0" V S G u� ys f Bath ti h 2' r_6" i itc en 4'-7'—�' x b m m shower 1T-8" a 2'0"x 4'-0" 2''-0'x 4'-0' 8'-0• r-0" a eshssa-,z D e, N r-0' !�-8'-0' * 8'-0" -- 1. 3'_y. — 0. Covered Patio °.4 6'-0"x 6'-8' 6'-0"x 6'-8" Bed om m 4= gyp T 2" 3'10" '-0°x i1=0 x x 5 IN 12'-0' '-12" 4 'F 0' 2'-0"x 5'-0' 2'-0°x 5'-0' 2'- 6' 2'-0°z 5'-0' 2'-0"x 5'-0" 30'-0" Proposed Floor Plan l W ti7 r,&jvl�S 621W UST LU L S-aw'L- uPP� �lOa£ l.�,vrl� 1"ACIaI�Gi i I rrD,Ca uavazlo ��y ��• L f yp) I YPIGAL 0r4LL CZI�-'�vCT,0 CbNtti vcLS Couc�?c� �y' �a`� COx �-I3 ►r�s�LRTra� z %" C1'�P Vc �S r LT CLUMED lJ 1 r!k p L�1U(t�l�. r(nx.S�F� �/ I .C. SNi�.L LES 5 Lr►!�) I6" 10L 1 �►euLaTrod C. z c , Lt?P) ID' S6Uo Qcz 'FouN��rorJ C��P) Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 9 MASS �A i639. , (508 IN ) 862-4038 rFo ntia'� Certificate of Occupancy Application Number: 90616 CO Number: 20080226 Parcel ID: 309125 CO Issue Date: 12119/08 i Location: 18 CHERRY STREET Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed L r , TOWN OF BARNSTABLE BUILDING PERMIT PARCEL '�ID 309 125 GEOBASE ID 22`399 ADDRESS 16 CHERRY STREET ° 1 "' PHONE , �- HYANNI9 r _... .. . .LIP f LOT 4. 12+1.4 - BLOCK LOT SIZE DBA DEVELOPMENT :DISTRICT HY PERMIT 96616 DESCRIPTION ADD 2 1445X15 RMS;- DECK; BATH; RE--ROOF&RE--E PERMIT TYPE BREMOD TITLE RESIDENTIAL ALT/CONY . CONTRACTORS: ;PROPERTY OWNER r. ; Department of ARCHITECTS— RegulatoryServices TOTAL FEES: 276 s 22_ BOND $..00a'f�`` OFTNE -CONST.RUCTTON COSTS $41,760-.'00,% 434 REBID ADD/ALT/CONI V PRIVATE : **��d1ARNSTABLE. 1MASS. BU DIN ISION BY DATE }ISSUED 03/03/2006 EXPI,&2ATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON.PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED. FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. AIVICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS V NO�C�0,0� 2 3 r kt '6 /<,j 1 HEATING INSPEC O APPROVALS ENGINEERING DEPARTMENT 2 BOARD 9F HE LTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTEDABOVE. TION. r III • l . •z n Town.of Barnstable Regulator S • srAB� :. y Services ' F Thomas F.Geiler,Director erED � Building Division Thomas Perry, CBO,BuildingCoinmi 200 Main Street, Hanni , ssioner Y s MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fa„: 508-790-6230 PLAN REVIEW Owner: So N C?D Map/Parcel: Project Address IS� Builder: 0f Z The following items were noted on reviewing: x co'b&,7 TJ+fS s��PLI S It -rR. 0SS�S s Fi-1 C.1-4 OF 4bl, 'Ti� (Z �v f s �'YP tc�4 L Reviewed.by: Date:__ —�? —d Q:Porms:Plnrvw REScheck Software Version 4.0.1 Compliance Certificate Project Title: Garage Addition Report Date:04110/07 Data filename:Untitled.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 18 Chery Street Jason and Laurie Cox Hyannis,MA 02601 Homeowners 18 Cherry Street Hyannis,MA 02601 508-778-8657 camelotl 7Qcomcast.net �`u *t;.xs e..,�a, ��',.,. • n • is • g �., z a �'� �'��� s .,i... .: `� 't- .a r^, �,.. - fir. r��h �' L.r!' � - • rs'�-,I�.» Ceiling 1:Flat Ceiling or Scissor Truss: : 897 19.0 20.0 22 Wall 1:Wood Frame,16"o.c.: 944 13.0 13.5 41 Window 1:Vinyl Frame:Double Pane with Low-E: 100 0.320 32 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 897 19.0 20.0 22 Boiler 1:Gas-Fired Steam:75 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code. requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title Signature Date Garage Addition Page I of 1 J r , �OFTHE,p� Town of Barnstable Regulatory Services ' B` MASS. " Thomas F.Geiler,Director y MASS. � � . �A i6;9• �0 TE0.39 Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Estimated Cost Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law YOwnelir nder$1,000 ng not owner-occupied pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the owner: Date Contractor ame Registration No. Date Own ame Q:fomis:homeaffidav o&1HE, Town of Barnstable " Regulatory Services BARNSfABI.E, y o� � Thomas F.Geiler,Director • * MASS.y Q,A %639• ,0 Building Division lFD MP't A Tom Perry;Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Q Please Print /� DATE: l7/ / JOB LOCATION: G97 ��� J�6' 0A) e p� ( street villageHOMEOWNER : Vv/` 50g' J�g name home phone# work phone# CURRENT MAILING ADDRESS: �t� C�JUIY ��• � city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(.$)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 of e or two-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 under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance-with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection cedures and requirements and that he/she will comply with said procedures and requirem ts. S, o Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction-Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100,00 Residential Addition $50.00 ' Alterations/Renovatims $50.00 ---------------- Building P ermit Amendment $25.00 ME VALUE WOR FEET NEW LIVING SPACE O_� 19 _square feet x$96/sq,foot=3 � x.0041= �� q plus from below(if applicable) . ALTERA.TIONSIRENOVATIONS.OFEXISTING SPACE square feet x$64/.sq.foot= x.0041= plus$om below(if applicable) GARAGES(attached&detached). square 2et x$321sq,ft,= x,0041= ACCESSORY STRUCTURE>120 sq,ft, ; >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 .. >1500 sf-Same as new building permit: square feet x'$96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x S30,00= (number) Deck x$30.00= (cumber) Fireplace/Chimney x$25.00=' (number) Inground SwunmingPool $60.00 Above Ground Swimming Pool $25.00 RelocationlMoving $150.00 (plus above if applicable) Permit Fee Prajcast Rev;063004 ENE AUCt-05-20Q5 15: 11 H S & T GROUP INC. 508 752 8895 P.01i01 mmm RMEY. MORAN & TIVNAN MORTGAGE INSPECTION PLANENE AREGISTERED LAND SURVEYORS NAME JASON & LAURIE COX 75 HAMMOND STREET — FLOOR 2 WORCESTER, MA 01610-1723 LOCATION 18 CHERRY STREET PHONE: 5OB-752-8885 FAX: 508-752-8895 HYANNIS MA RMTOCON VERSENT.NET ,y A Division of H. S. do T. Group, Inc. SCALE 1 -_ 20 ' DATE 8-5-05 REGISTRY BARNSTABLE DEED Doac/PAoE 12774/280 BASED UPON DOCUMENTATION GROVIDED. AHOUIRED WDSURE- ��t10FtijA IuE++Ts WERE MADE OF THE FRONTACE AND Buhl WS sHo%W VI / � THIS MORTGAGE INSPECTION PLW, IN OUR JUDO� ALL C��` 1ti� PLAN E omVpLAN 1 4 41 N5T8Le EASEMENTS ARE SHOWN " THEM ARM No VIOLATIONS . OANI C � r9 OF ZONING RECLAREL1ENTS RECARWO STRUCTURES TO PROPERTI :t' MIFF OTFSETS (UNLESS OTNERWisP NOTED INELO DRAWING OW), THAT THE DUILDING(S) ARE NOT WTIIRN THE NOTE; NOT WINED ARE D DRNlWAYS, TIVNAId S SPECUL FLOOD FARO AREA SEE HUD MAP: f: °R SHEDS wIM no FOUNDATIONS IS AGAGE ro Nw4pD47 'FREPcr°Cf OaENCN °Fs`. 6THER NOT our DA'LENT ,ODOR Nor USE i0 ^ 5 C Dm 8—19—8 5 SNR4e5', LOCATION OF THE STRUCTLstE'((5) S►IOYM HERON 6 ETTHFq IN COMPLIMICE Wf1H L06M ZONING FOit PROrgCTY LINE OFFSET Fl.00D MAYARD ZONE NA5 BEEN DETFAMINED SY SCALE Alp REOUIREMOM, OR IS D04PT FROM VIOLATION E NINIACEMENT vE IS NOT NECESSIRIL'T ACCURATE, UNTIL DEFINITNE PLANS 71RE �a ACT104 UNDER MASS. CL TM.E V11 CJIAP. L4QA SW 7. UN= THE AaO E NOTED. THISATIo CER7IFlGLIQLI Ig I(DN-11WIg p�� ISSUED DY HUD AND/OR A VERTICAL CONML SURVEY IS C��, THE A90vE CERTIFlGTlON9 ARE MADE WITH THE PRWSON THAT PERFORMED, PR£pSE EIkYAT10NS CANNOT 8E OEIER�eNIb, a THE INFOAWT1oN PROVIDED IS ACCURATE AND THAT THE NFASURE- Ir, MELtTS USED ARE ACCURATELY LOCATED.' RF]ATION TO THE PROPERTY uNES, , Certified to:ROCKLAND TRUST $ ' ITS SUCCESSORS AND/OR ASSIGNS ASC THEIR rINTEREST MAY APPEAR f M, JASON & LAURIE COX '(vt, �b r vFCIC s h6 V 5'9 GARAGE ti HOUSE CHERRY STREET - . R�ET Pm o a 6c0 REQUE57' a OFFICE_MCMANUS, NOFfroN ec MACNA;MEE, P,C. REQUESTED bYo _ _ TOTAL P.01 Now, AUG-05-20Q5 15:11 H S & T GROUP INC. 508 752 8895 P.01/01 f� R�NEY MORAN dt TIVNAN MORTGAGE INSPECTION PLAN ■ REGISTERED LANE) SURVEYORS NAME JASON & LAURIE COX 75 HAMMOND STREET — FLOOR 2 °■ WORCESTER, MA 01610-1723 LOCATION 18 CHERRY STREET PHONE: 508-752-8885 or FAX., 508-752-8895 HYANNIS MA RMT®CONVERSENT.NET A Division of H. S. do T. Group Inc. SCALE I " = 2 0 ' DATE 8—5—05 ' REGISTRY BARNSTABLE DEED eDD►c/PAOE 12774/280 BASED UPDN DOCUMEWAT16N PROVIDED, REOURED MFASURE_ �YNOF�yJA !' �ENT3 WERE MADE OF THE FRONTACF AHD BULDMN 5 SHOIVN �� J'J, ON THIS MOMAaE INSPECTION PLAN, IN 00t( rn�` PLAN BOOK/PLAN 1 4/41 'VISISOF ONI�ENTS ARE SHOWN AND THEM AM NO MMOLATIMS OANI '• vj;EpUIREl1E11T4 RE1IMtp�tC STRUCTURES To PRO PFJtTr LINE OFFSETS (UNLESS OTHERWISE NOTED IN DRAWING MELOW). o J, �' �11 WE CERTIFY THAT THQ BURDIND($) ARE NOT WITHIN THE NOTE; NOT DEFINED ARE D POOLS ORNE1VAy5, 4J TIVNAN SPECIAL FLOOD HAZARD AREA SEE HUD MAP: : {;OR SHEDS YHTN NO FOt/N0AT10NS IS A MDI&ME N0.4DO47 ECRON PLAN' NOT AN INSIR WW&MVEy. DO NOT USE TO roi, v rJ C DTp 8—19—85 'ERECT FENCES. 6THER BOUNDARY STRUcnAES, OR TO PUWi + V SHRues, LDFw1TAN OF THE STRUCTLRE(S) SIIOYI{tI HEREON IS ETMCR IN COMPLIMtCP Wfl/l LOCAL ZONING FOR PRO/pCfT UNE OFFSET FLOOD kA71 ZONE HAS BEEN DETr'.RNINED eY SQ4LE AND REoUIREMENIS, OR IS O(DAPT FROM VR Arom ENFORCEMENT vE � 15 NOT NECESSARI�Y'ACCURATE UNTIL D6F7NRIvE PI.WS� AL & UNDER MASS. C-L TIRE NI. CHO Oak So. 7. UNLESS f� OTHEQN'iSE NOTED. THIS C MFIG71ON IS NON-TRANSFERABLE ISSUED By HUD AND/OR A VERTICAL CONMOL SURVEY IS t� THE INUOMON ABODE CERTIFlCATlON9 ARE MADE WITH THE PROVISION THAT PERT OJ2ME0, PREL1$E ELEVATIONS GWNOT BE DEIEIMNED. w Tu1TE TS 5 ED ARE AC�A Y LOC�►TED W REUTTON 1D TNf URE- ., qt PROPERTY LINES, 1 Certified to: ROCKLAND TRUST COMPANY, ;,;• ITS SUCCESSORS AND/OR ASSIGNS AS THEIR INTEREST MAY APPEAR h' JASON & LAURIE COX s J y9 ; +:r.GARAGE _h HOUSE. . ;yu #18 �! 1�A rs, , CHERR Y STREET - PRjo P&sc(0 REQUES INIZ OFFICE!MCMNUS, NORTON et MACNAMEE. P.C. HYC REQUESTED Nv�7v TOTAL P.01 oT The Commonwealth of Massachusetts Department oflndustrialAccidents w Office of Investigations ' d 600 Washington Street Boston,MA 02111 . ,� s,. www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print I.,e ibl Frame(Business/Organization/Individual): . Address: City/State/Zip: �� . kA o Phone:#: Are you an employer? Check the appropriate box: Type of project(required):. 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction . 2.[] I am a'sole proprietor or partaer- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' S. Building addition o workers' comp,insurance comp,insurance.$ equired.] 5• We are a corporation and its 10.❑Electrical repairs or additions 3. I am a homeowner doing.all work officers have exercised their 11.❑Plumbing repairs or additions myself. o workers' co right of exemption per MGL y � �• 12. Roof repairs §152 c. , 1(4), and we have no insurance required.]t13.❑ Other 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 all 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 ornot those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.policy number. 1 am an employer that is providing workers'compensation insurance for my employees. Below is.thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure,to secure coverage as iequired under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDr- and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for ins ante coverage verification. I do hereby certify der the p ' nand penalties of perjury that the information provided above is true and.correct, Si atur . Date: & 0 Phone W9—965 ) — 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 CIerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instreucti®ns °m Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a-deceased employer, or the =eceiVP.T oLtntsee of an individual�partnership, association or other legal entity, employing employees. However the owner of a dwelling.house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal.of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced i acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for:the performance of public work until-acceptable evidence of compliance with the insurance requirements of this chapter have been presented'to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contiactor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)of Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit.or.license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials. Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. E Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,--- please do not hesitate to give us a call. The Department's address,telephone-and fax number; The Commonwealth of Massachusetts Department of Industzial A.eczd.ents Office of In-yestbgatiQns 600 Washington Street Boston,MA 02111 Tel. #617-727-4900.ext 446 or 1-M-MASSAFE Revised 11-22-06 Fax#617-727-7749° wwwhass.gov/dia r1 o russ cuss ype ty y erry treat yanms, 0703262R 501 ROOF TRUSS 2 1 Job Reference o Oonal Reliable Truss 8 Components,Inc.,New Bedford,MA,02745 6.500 s Feb 5 2007 MlIek Industries,Inc.Thu Mar 29 11:22:09 2007 Page 1 -9-810 4-4-7 1 8-8-0 , 16-8-0 20-11-9 1 25-4-0 20-Or0 0-8-0 4-4-7 4-3-9 8-0-0 4-3-9 4-4-7 0-8-0 Scale-1:35. 4.10 1� 6x10 4` 14 15 5 6.00 12 16 2x4 13 2.4AG G 6 3 17 12 7 2 6 Ir4 l� 11 10 18 4x6 I I 5x6 II 3X6= � 3x4= r 8-8-0 16-8-0 25-4-0 8-8-0 8-0-0 8-8-0 GPo��hUetr�Ei pag�2[4:0-6-4,0 2-0].[5:0-5-1210.1-12],[7:038,Edge] o - - was Truss Type QtY ply 16 erry Street/ yannis, 0703262R 502 ROOF TRUSS 2 1 . Job Reference o ti0nal Reliable Truss&Components,Inc.,New Bedford,MA,02745 6.500 s Feb 5 2007 MTek Industries,Inc.Thu Mar 29 11:22:12 2007 Page 1 -9-810 5-4-7 10-8-0 14-8-0 19-11-9 1 25-" 2¢-Or0 0-8-0 5.4-7 5-3-9 4-0-0 5-3-9 5-4-7 0-8-0 Scale a 1:35. US 4x6 C 4 5 14 13 6.00 12 214 C 2x4 9 6 3 VV2 YIQ 15 12 7 �j 6 IQ H 2 0 �j 11 10 63.4 Sx6 11 Sx8 II 3x4= 3x6= 10-M 14-8-0 25-4-0 10-8-0 4-" 10-8-0 GPoI�{irhtQe AEI ag�2[2:0-3-8,Edge],[4:0-4-8,0-2-0],[5:0-4-8,0-2-0],p:0-3-8,Edgel o russ 0703262R 5 russ ype ry y erry Street yannw, , III 03 ROOF TRUSS 6 1 Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,Mq 02745 6.500 s Feb 5 2007 MTek Industries,Inc.Thu Mar 29 11:22:12 2007 Page 1 _q gip 6-4-7 12-8-0 18-11-9 25-4-0 2�-Or0 0-M 6-4-7 6-3-9 6-3-9 6-4-7 0-8-0 S ale a 1:35. 4x8= 4 13 12 6JD0 12 2x4 0 2x4 a,. wl Nfl, g 3 14 11 8 2 7 10 ' 15 9 18 e One II I US 11 4x4= - 3x6= 4x4= i 8-5-10 16-10-6 25-4-0 8-5-10 8-4-13 8-5-10 C-pJRKi NBWW �gV2[2:0-3-8,Edgeb[6:0-3-8,Edge] Job Truss cuss ype _ ty77— cherry treat Hyannis,MA 0703262R 601 MONO TRUSS 14 1 Job Reference o 0onal Reliable Truss&Components,Inc.,New Bedford,MA,02745 , 6.500 s Feb 5 2007 MTek Industries,Inc.Thu Mar 29 11:22:14 2007 Page 1 -0-8-0 0-8-0 . _ 2x411 Sale=1:11.0 4 3 t s i • &00 12 WI T1 i 2 1 131 Us II 2x4 11 6 5 44= 6-8-0 6-8-0 cPoF�l�S�e � pag�2[2:0-M,0-1-131,[2:0-1-9.0-4-0] o Truss Truss Type b y ila cherry treat nn s, I 0703262R 602 MONOTRUSS Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,Mf`02745 - 6.500 s Feb 5 2007 MTak Industries,Inc.Thu Mar 29 11:22:15 2007 Page 1 0-8-0 : f�, -7 2x411 3 lev1:7. 6.00 127 V% T1 2 1 B1 -6 11 2a4 II 6 5 3x4= ,,. 4-8-7 4-8-7 co#�nPad&h� g�z[2:0-0-0,0-1-5],[2:0-1-9,0.4-0] o rus3' Hiss ype ty y harry tree[ yannis, r 0703262R 603 MONO TRUSS 4 1 Job Reference(optional) Reliable Truss 8 Components,Inc.,New Bedford;MA,02745 6.500 s Feb 5 2007 Wei(Industries,Inc.Thu Mar 29 11:22:15 2007 Page 1 -0-8-0 2-8-7 0-8-0 < 2-8-7 li smla=ts r 6.00 12 , 'e. � • •r ' III T7" 2 1 1911 3x6 11 4 3c4- 2-7-11 278r7 � II (( 2-7-11 0-0-12 o russ russ ype ry Y 8 Cherry treat annis, 0703262R 604 MONO TRUSS r 4 1 Job Reference o tional Reliable Truss&Components,Inc.,New Bedford,M&02745 w p 6.500 s Feb 5 2007 MTek Industries,Inc.Thu Mar 29 11:22:16 2007 Page 1 -0-8-0 -7 4 0-8-0 48_7 2x4 11 3 lee 1:7. 7 &00 127 Ti 2 1 , B1 3x6 11 2x4 II ,. 6 5 30= � "-7 "-7 o -. .. - Truss TrussType . - ty y Cherry treat Hyannis . 0703262R 605 MONO TRUSS' - 4 1 Job Reference o tlonal Reliable Truss Components,Inc.,New Bedford,Mq 02745 - 6.500 s Feb 5 2007 Mrrek Industries,Inc.Thu Mar 29 11:22:16 2007 Page 1 -0-8-0 2-8-7 0-8-0 28 _ -7 . - - Srale=1:5. r ' 6.00 12 i r i s 1 B1 tr6 II 4 3x4= 1 2-7-11 2 8 7 vv 2-7-11 0-0-12 LPol i 6)f BBp�age'2[2:0-",0-1-5[,[2:0-1-9,0-0-0[ . '', o russ --Type - - b Y 8 erry eet yannis,MA 0703262R 901 HIP 2 1 ' Job Reference(optional) Reliable Truss&Components,Inc.,New Bedford,MA 02745 6.500 s Feb 5 2007 MITeK Industries,Inc.Thu Mar 29 11:22:18 2007 Page 1 -9-870 3-6-7 6-8-0 12-8-0 18-M 21-9-9 1 25-4-0 26-OrO 0-8-0 3-6-7 3-1-9 6-0-0 6-0-0 3-1-9 3-6-7 0-8-0 Scale-1:35. fix12 MT18H= 6x12 Mi18H= 2x4 II 4 .. - 5 6 T2 5.00 12 2.4 C 2.4 4 7 3 l VIQ W2 9 g 2 8 r B � L� 13 14 15 12 18 11 17 10 10x10= LU824 L1624 10x10= LUS24 5x8 MT18H= IGx10= 6x14 HJC26 LU324 LU824 KJC26 6-9-12 12-8-0 18-6-4 25-4-0 6-9-12 5-10-4 - 5-10-4 6-9-12 (.Poi i�5� agP2[2:0-1-0,0-2-1],[4:0-3-12,03-0],[6:03-12,0-M],[8:0-1-0,0-2-1],[10:0-3-8,0-5.0],[13:0-3-8,0-5-0] Job Truss russ Type Qty Ply Cherry 118 Street annis, 0703262R 902 MONO TRUSS ' 4 1 ' Job Reference o tlonal Inc,,Reliable Truss$Components, New Bedford,MA,02745 6.500 s Feb 5 2007 MiTek Industries,Inc.Thu Mar 29 11:22:19 2007 Page 1 -0-11-5 4-8-13 9-4-6 0-11-5 4-8-13. 4-7-9 ScW-1:13. 1 3x4 11 . 8 4 424 fT2 3x4 3 Ti V15 va 2 SLL24 SUL24 SL 24 2x4 I Sl1R7A _ g gLR24 S11R24 7 8 4x6= 4x4= 4-8-13 9-4-6 4-8-13- 4-7-9 cPotifg�k$fbs���g�2�2:o-1-1z,o-z-0� . ' s r N 605 0 6 ` 4 1 1 2 - 3 - 3 -� . 3 N --- 3 2 1 a� 6 2 � r R 0 605 E 03 00 co o � o 0 25-4-0 6 • A complete TJ-Xpert framing plan requires the Trus Joist.Framer's,Pocket Guide ffi See Trus Joist Framer's Pocket Guide for Product Trademark information.. in ert® )W. s -.:. 25, 4" -. _-. HANGER LIST Simpson Strong-Tie Company, Inc.® III 12` 1/2" ~ 9' -4' 3 1/2"i Plot ID, Qty Product Label Top Nails Face Nails Member Nails Notes El 4 IUS3.56/14 12-N10 E2 2 IUT9 8-10d 2-N10 (5)(6) - : Hanger Notes: . (5) Backer Blocks.Required Rml Rml _ (6) Filler Blocks Required - - JOIST AND BEAM LIST - H2 Al y H2 - Plot ID 'Length Product Plies Qty --------------------------- _.. Al 26' 14^ TJI 360 joist 2 2 2 a2 H2 - , _ - A2 26, 14" TJI 560 joist 1 22 A3,; 12, 14" TJI 560 joist 1 2 A4 6' 14" TJI 560 joist 1 2 M1 4 1 3/4" x 14" 1.9E Microllam LVL 1 2 - , ACCESSORIES LIST - Plot ID 'Length Product Plies Qty " Bbl 1' 1" net Backer Blocks 1 2 Rml 18, 1 1/4" x 14" 1.3E TimberStrand LSL 1 7 Fbl 4' 2x8 + 1/2" plywood Filler Blocks 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1` 28 Rm,.Rim Board v LEVEL NOTES A3 " w - 3 - File Name: COX-JASON.JOB - ' - - Level Name: 2ND FLOOR - JOB COMMENTS L, Plotted: 4/10/2007 15:02 JASON COX Design Status: - - -18 CHERRY ST - 2ND FLOOR....4/10/2007 14:55 HYANNIS MA NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD CREATED BY { Floor Area Loading Is: - ._ .. .. • 40psf Live Load and 12-pe£ Dead Load Mid-Cape Home Centers . - - Maximum Joist Deflection: - PO Box 1418 L/480 Live Load 465 RTE 134 L/240 Total Load South Dennis, 02660 ° 508-398-607071 TJ-Pro Rating Information: FAX: 508-398-4559 Weighted Average: 36 - •. . - Lowest Rating: 33 . .. - Highest Rating: 64 Glued a Nailed Decking is Required Rml Direct Applied Ceiling is Not Required- SYMBOL LEGEND • - . - - _ 1 X 4 Strapping is Required @ 81-O.C. Maximum - - Spacing O Point Load - Floor Decking: 23/32" Panels (24" Span Rating) • " Normal O.C. Spacing = 16"* - — Line Load *Unless noted otherwise — Area Load _ Detail Callout Label 25, 4" Layout Scale: 3/16" = 1' 0 (See Framer's Pocket Guide) Page 1 of 1 0 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Ti-Xpert 6.42(#693)C6.42 D6.42 56.42 P6.42