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0064 WHITE OAK TRAIL
.• �. � -+�, 'v�.". .+,. .:;.; .- ,,.,-.:-e. � `r. .a,a'`�'d 't *a�' viE. �5�.'• �'-re ,Qtt,. „� F ;L 7x, 4 a . a • v b TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel • TOtU OFOARfdSTABLEPermit# Health Division — Date Issued 2 Conservation Division .� Z 0 � `N ' Y, 2 �' .12' 4 D Application Fee ���• LW Tax Collector /�9�0%�6 Permit Fee Treasurer MYISION Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis .Project Street Address ow Village 6 enz,� Owner A R +'-v`ZYJ— Address `/ Oak .74 Telephone 56 - 7/ - / Te Permit Request NO bJ_L- _. firer d?r ti c Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 13 3 Zoning District Flood Plain Groundwater Overlay ,Project Valuation 0Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure -3 s, Historic House: ❑Yes W No On Old King's Highway: ❑Yes W No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: X Gas O Oil ❑Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing < New Existing wood/coal stove: ❑Yes ❑ No betached garage:❑existing A new size a� Pool: ❑existing ❑new size Barn:❑existing ❑new -size Attached garage:❑existing Q.new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , DATE 03 —a � — O7 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED r MAP/PARCEL NO. a , i t ' ADDRESS VILLAGE OWNER t DATE OF INSPECTION: f / FOUNDATION FRAME i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING 6 . v + DATE CLOSED OUT ASSOCIATION PLAN>NO. r A RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 d 'Alterations/Renovations $25.00 Building Pernut Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE y =. - square feet x$96/sq.foot= 2 7 x.0031= �1. / p _. plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE . - - square feet'x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) . 2 square feet x$32/sq.ft.= C� c� 2 x.0031= ACCESSORY STRUCTURE>120 sq.ft. 4 .>120 sf-500 sf $ 35.00 >500 sf-750 sf w. . 50:00 r >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.0031= STAND ALONE PERMITS . x$30.00- open-Porch , .. .. (number) .� .. _ r - x$30.00= _Deck - - - (number) :. ..pla- --ce/ M x$2500= FireChimney - - _� . . (number) Inground Swimrning Pool $60.00 Above Ground Swinnning Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee s2 . Town of Barnstable pU ENE 1p� Regulatory Services tsTnu3Le Thomas F.Geiler,Director � t639.. .�� Building Division AIED MA' 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 /�J° DATE: (O la JOB LOCATION: O C Vl-4e v� V 4 un ber street ), village "HOMEOWNER':41a m A o &NA-A 62� 77/ -/7m,U, name home phone# work phone# CURRENT MAILING ADDRESS: Ce v,4 ey v,/ )e NA , 6k 3a 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 suvervisor. 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 yi 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 requirements. /"� atiti�. lit.. Signature of Homeowner 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. :forms:homeexem t Q P oF.NE�,k� The Town of Barnstable BARN ss LE.p Department of Health Safety and Environmental Services 059 `0m P,fo ,,a Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: '�L' QY-1 OA . _. Map/Parcel: I I b 4 Project-Address: o p f '� Da' tY'a; l Builder: �t t � rip V• _ -The following items were unoted-on reviewing: - -e_ -b _...:. _V l O.Y C 0\5 0 .r- L p I('e cz W . Emk V-) G-V t1, ey Reviewed by: Date:" U q:building:forms:review 4\ 1 ! jjL.64 WHITE OAK RAII, r MAP 32313E-2, aT 26 ASSESSORS S 1. 97, it 37.44' 55.21' 2s.24 I $ m � ;� � � CV EXISTING DWLLING `- 54 WHITE OAK rccAVL N ULK HEAD 1 .- 30.26' " 43.46' 34.65' , j 1 - 1 oo-co" CERTIFIED PLOT PILAN @ 1 64 W OAK TRAM, CENTERVILLE, MIA PREPARE FOR I CERTIFY THAT THE IMPROVEMENTS SHOWN / ROB 8, �G ALAN A. & BARBARA RENARD HAVE BEEN LOCATED BY AN INSTRUMENT SURVEY. 7-19-01 SCALE: 9' =25 EASTBOUND LAN" SURVEYING, INC. ROBE SYKES, P:L. �� g� < '41 MEETINGHOUSE LANE SAGAMORE .BEACH, MA . i r / TJ t u r d y b u I I t CUSTOMER: _ DRAWING: REVISIONS: DRAWN BY:- 7NO PO Box 187 Penard Elevation L DATE: 05/04/04 26X?8 WIWindsorWindsorEast Freedom, PA 16637 SCALE: APPROVED BY: _ 814-696-7911 -- X ~S t u r d y b u i l t CUSTOMER; DRAWING: PEVISIONS: DRAWN BY: = PAGE NO: Po sox ia7 Jenard _ _ Elevafic�rl 1 DATE: 05/04/04 4East Freedom, PA 16637 SCALE: $�4-696-7911 26x28 Windsor -- APPROVED BY: j 21'-Il" , li St u r d y b u i I t CUSTOMERS DRAWING: REVISIONS: _ DRAWN BY: PAGE JPour Renard Sectional DATE: BoxEast Freedom, PA 16637 SCALE: m5/04/04 814 696-7911 26x28 Wind50I" APPROVED BY: 8,_0„ 12,_0„ 8,_0„ - 6,-0„ T 3'-0" 3,-0„ Manufactured trusses 24" OC attached to wall plates with USP RT7 4hurricane anchor or equivalent 17'-4° ------------> 27'-4" Aprox. •m V m C O O \vN P C x m a m r S 4 28'_0„ S l u r U y b u i I t CUSTOMER: DRAWING: REVISIONS: DRAWN BY: PAGE NO: PO Box 187 Renard 5eCand Floor DATE: East Freedom, PA 16637 SCALE: 05/04/04 2 814-696-7911 26X28 Windsor APPROVED BY: 5,-6" 11'-0" 11'-6" 9x7 Model Z00 w/Lites 9x7 Model 000 w/Lites O - Headers: Garage doors (2Y9 5 Mftr_o_lam Less than 4' wide US spf Greater than 4' wide (2) 9.25 Microlam 6'-6" >I General Slab notes: 6'-6" Floor to slopecM you d not use a floor drain to be anchoredtap cons or anchor bolts traps o co (verify local code). 1" of level and 1" of square. With a broom finish (recomended). Add for masonary Rough openings when cc curb exists — customer to.notify / - verify to Sturdy Built of curb height and opening placement: Entrance doors +2 3/4" each side Overhead doors +3" each side 26'-B" \ Tripple 2x10 #1113 SYP Beam (2) 2x10 SYP #ld with Posts on footings per local code � x rm NOTES: o Customer Foundation—Ple rovide Curb Height_____ rn 12' Shed Dormer b (2) 9x7 Garage Doors w/Glass & Sherwood III Molding cc Arches Over Garage Doors CA (2) Steel Entrance Doors 12'-0" o (1) 4' Sliding Barn Door (2) 34210 Windows w/Grids 12x10 Carport o (2) Gable to Gable Attachments 6'-6" Pine Siding r 20yr Shingles—White P 3'-0" (2) 2x10 #1d SYP 28'-0" SturdybuiPt CUSTOMER: DRAWING: REVISIONS: DRAWN BY; PAGE N0: Po sax 187 Renard First Floor DATE: 05/04/04 East Freedom, PA 16637 SCALE: 814-696-7911 26X28 Windsor SCALE: BY; �1®��® �------------------ STANDARD PIGGYBACK -- ------------- --- --_- ev�p� TRUSS CONNECTION DETAIL ST-PIGGY MiTek Industries,Inc. 2 x_x 6'-0"SIZE TO MATCH DECEMBER 2,2002Page t of 1 TOP CHORD OF PIGGYBACK. j ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 10d NAILS SPACED 6"D.C.AND STAGGERED j j PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2-16d NAILS TOENAILED. \ ATTACH EACH PURLIN TO TOP O ' CHORD OF BASE TRUSS WITH I O' 2-16d NAILS. ...... ................ _ .._....-............ .__ i i \ \ i \ ��, BASE TRUSS SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24"O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. NOTE: FOR PIGGY BACK TRUSSES WITH SPANS<12' A PURLIN TO BE LOCATED SCAB MAY BE OMMITED PROVIDED THAT: AT EACH BASE TRUSS JOINT. ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) I I -...._.._. ....... _. ..___.--._ _.. _..__ ._._ ..... _._._-_.._ _ _. .----._._._. _ ..... . ...---...... . ... ..._.._ ---_:. ... .... ._..:__..._,._.... ._ - IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. 6"x 6"x 1/2"PLYWOOD(or 7/16"OSB) GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. ATTACH WITH 3-6d NAILS j INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) , !.. ... _......._ ....._ _. ___.__.._._. _._..._-_._. FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: I r VERTICAL WEB TO 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE,GRADE,AND MUST LINE UP BOTTOM CHORD AS SHOWN IN DETAIL. OF PIGGYBACK 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH �\ y BOTTOM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED r„> TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH 2 x x 6'-0"SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT {% 3"O.C.STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 3700 LBS(@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS. I ®WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, �® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component O Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. M'Te k Job Truss — Truss Type TQty Ply 16461954 WINDSOR 26SCA-40 ROOF TRUSS 1 1 Scale=1:16.3 _ ___ __ '{ L03Mi Refe ence o tional _ E—)— — Sturdybuiit Mfg.,East Freedom,Pa 16637,Jaclyn Clark 5. 0 s Jul 8 l e�i firidustri Inc. Tue r 17 08:07:23 2004 Page.1 2-7-12 9-0-0 1 2-7-12 6-0.4 US= 3 i � s.00 L_12.00 12 \ � 2 ---- --- ------ - \ t \�° s / 2.5x8= --- U7 Im � I I � i " TCLL varies. See loasd case(s)below. _ 9-0-0 F Plate Offsets CX�: 2.0-4-5,0-1-41_3.0-4-0,EdgJ_[4:0-3-0,0-1-81 -- -I I LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL Plates Increase 1.15 TC 0.91 Vert(LL) -0.21 2-4 >488 360 M1120 197/144 TCDL 7.0' Lumber Increase 1.15 BC 0.71 Vert(TL) -0.30 2-4 >346 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 5 n/a n/a BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Weight:20lb LUMBER BRACING i TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-9-4 oc purlins. i BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=323/0-3-8,5=342/0-3-8 Max Hors 1=-92(load case 4) Max Upliftl=-86(load case 7),5=-105(load case 7) Max Grav 1=323(load case 1),5=473(load case 3) FORCES (lb)-First Load Case Only j TOP CHORD 1-2=-201,2-3=-411,3-4=-422,4-5=-119 LSt10F Af, BOT CHORD 2-4=361 NOTES o yG 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable en �cantifA6t&S@nd j right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. REDWANLY N �` 2)TCLL:ASCE 7-98;Pg=40.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 CIVIL 3)Roof design snow load has been reduced to account for slope. NO.38210 4)Unbalanced snow loads have been considered for this design. o �Q 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater t s 'c bottom chord and any other members. SS/ONALENGa� 6)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer capacity of bearing surface. 7)One HC10 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5. ````�1gUuuUffff77jT 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS `"J0�Q�CONN,,-, LOAD CASE(S) Standard ��\A, •i....... 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo = Vert:1-2=-69.1,2-3=-59.1,3-4=-69.4,4-5=-79.4,2-4=-10.0 -0 No.18452 ;'Q ENs. � April 27,2004 A WARNING-Ver(N design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.'Outer Forty, Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component. Suite#300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component MiTek® Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Job Truss — -- Truss Type —�— --- City Ply - — --- — -- 16461973 W INDSOR 26-4030S ROOF TRUSS 1 1 Scale=1:63.3 _ Job Reference(optional) Sturdybuilt Mfg.,East Freedom,Pa 16637 5.100 s Jul 8 2003^iTek Industries,Inu*, .we Apr,?.j 12:05:18 2004 Page 1 3-0-0 7-1-0 11-0-0 20-0-0 27-4-0 �I 3-0-0 4-1-0 3-11-0 9-0-0 7-4-0 2x4 II 7x10 = 6x8 = 5 5.00 12 6 7 — 2x8 - 8 2x6 2x4 4 x 14I I 1I I 920 18 1019 19 1x4 1x4 2x4 it 4x8 11 12.00 12 / o 2x4 I 2 406 1LIZ �I J��3H Or 444 17 16 15 14 13 12 4x5 = 6x8 2x6- II ``r 4x12 It GABY S.o THIS TRUSS IS DESIGNED FOR RESIDENTIAL USE ONLY! `? REDWANLY u 30-LOAD IS ADEQUATE FOR ATTIC LIGHT STORAGE AREA AND/OR SLEEPING ROOMS ONLY! CIVIL (30 PSF IS NOT ADEQUATE FOR A WATERBED LOAD,CORRIDORS,OR BASIC FLOOR AREA) NO.38210 _ WARNING: THE UNUSUAL CONFIGURATION OF THIS TRUSS REQUIRES THAT Agoc gF6tSTER�p � EXTREME CARE BE USED IN ITS APPLICATION. USE PROPER TRANSPORTATION,UNLOADING AND FSSWNAL�NG�� BUILD NERECTION METHODS.G CONTRACTORS ENSURE THAT OVER-ASURE THAT ALL REQ'D LL BUEB ILDING BRTERAL ACING ISCING S COMMUNICATED TO THE DESIGNEDBY A QUALIFIED ENGINEER,ARCHITECT,OR BUILDING DESIGNER. i " TCLL varies. See loasd case(s)below. 8-0 7-1-0 13-7-8 13-8-0 26-8-0 27,-4-0 0-8-0 6-5-0 6-6-8 0-0-8 13-0-0 0-8-0 Plate Offsets(X,Y): [1:1-0-14,0-3-2],[7:0-5-0,0-3-7] LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL Plates Increase 1.15 TC 0.80 Vert(LL) -0.43 17 >362 360 M1120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.56 17 >279 240 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.01 13 n/a n/a BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Wind(LL) 0.26 17 >609 240 Weight:238lb j LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 D 'Except` TOP CHORD Sheathed or 5-4-1 oc purlins, except end verticals,and i 7-11 2 X 8 SYP SS 2-0-0 oc purlins(5-6-3 max.):5-7. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 2 X 4 SPF No.2 'Except' WEBS 1 Row at midpt 10-13,4-8 10-13 2 X 8 SYP SS j REACTIONS (lb/size) 1=871/0-3-8,13=1349/0-3-8,15=1302/0-4-8 Max Harz 1=-348(load case 4) Max Uplift 1=-114(load case 7),13=-175(load case 5),p5=-63(load case 6) Max Grav 1=1133(load case 2),13=1734(load case 3),15=1475(load case 2) s- FORCES (lb)-First Load Case Only TOP CHORD 1-2=-799,2-3=-640,3-4=-710,4-5=-1015,5-6=-1469,6-7=-1471,7-8=-1192,8-9=-645,9-10=-439,., 10-11=26,10-13=-329 BUT CHORD 1-17=621,16-17=366,15-16=366,14-15=366,13-14=366,12-13=0 WEBS 4-20=601,18-20=604,18-19=722,8-19=723,6-18=-233,7-19=7,5-20=35,5-18=523,7-18=399, tttttu11Ul//t7 NOTES 3-17=-371,2-17=-296,9-14=-569 CONN� 1) Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) TCLL:ASCE 7-98;Pg=40.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1 •� 3) Roof design snow load has been reduced to account for slope. 14) Unbalanced snow loads have been considered for this design. No.18452 ' 15) Provide adequate drainage to prevent water ponding. . ' Z Z 6) •This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greatera�lr��, than M-0 between the bottom chord and any other members. i 7) Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-20,18-20,18-19,8-19 8) Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-17, 14-15 April 27,2004 2ne Ra��P connectors recomme9) nded to connect truss to bearing walls due to uplift atjt(s)1,13,and 15. ®WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component Safety Information available from Truss Plate Institute,583 D"Onofrio Drive,Madison,WI 53719. Mi p Te k Job Truss Truss Type City Ply 16461953 WINDSOR 26-4030S ROOF TRUSS 1 1 e,r' _ Job Reference(optional) Sturdybuilt Mfg.,East Freedom,Pa 16637 5.100 s Jul 8 2003. iTek Industries,Inp,Iue Aprr4 12:05:18.,Z004 Page 2 NOTES 10) Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) 1) Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-59.1,3-4=-69.1,4-5=-59.1,5-7=-69.4,7-8=-69.4,8-9=-79.4,9-10=-69.4,10-11=-69.4,1-17=-10.0,14-17=-80.0,12-14=-10.0, 4-8=-10.0 j 2) Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-89.1,3-4=-99.1,4-5=-89.1,5-7=-106.4,7-8=-14.0,8-9=-24.0,9-10=-14.0,10-11=-14.0,1-17=-10.0,14-17=-80.0,12-14=-10.0, 4-8=-10.0 3) Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-14.0,3-4=-24.0,4-5=-14.0,5-7=-106.4,7-8=-106.4,8-9=-116.4,9-10=-106.4,10-11=-106.4,1-17=-10.0,14-17=-80.0, 12-14=-10.0,4-8=-10.0 4) MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=-11.9,3-4=-17.9,4-5=-11.9,5-7=40.6,7-8=24.1,8-9=18.1,9-10=24.1,10-11=17.0,1-17=-6.0,14-17=-12.0,12-14=-6.0,4-8=-6.0 Harz:1-5=3.5,7-10=32.5,10-11=25.4,10-13=25.9 Drag:6-7=0.5 5) MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=15.3,3-4=9.3,4-5=15.3,5-7=33.3,7-8=21.6,8-9=15.6,9-10=21.6,10-11=38.3,1-17=-6.0,14-17=-12.0,12-14=-6.0,4-8=-6.0 Harz:1-5=-23.7,7-10=30.0,10-11=46.7,10-13=-17.0 Drag:6-7=0.4 6) MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=33.3,3-4=27.3,4-5=33.3,5-7=15.3,7-8=15.3,8-9=9.3,9-10=15.3,10-11=9.3,1-17=-6.0,14-17=-12.0,12-14=-6.0,4-8=-6.0 , Harz:1-5=-41.7,7-10=23.7,10-11=17.7,10-13=22.0 Drag:6-7=0.3 7) MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 i Uniform Loads(plf) Vert:1-3=15.3,3-4=9.3,4-5=15.3,5-7=15.3,7-8=33.3,8-9=27.3,9-10=33.3,10-11=49.9,1-17=-6.0,14-17=-12.0,12-14=-6.0,4-8=-6.0 Harz:1-5=-23.7,7-10=41.7,10-11=58.3,10-13=22.0 Drag:6-7=0.3 8) Attic Floor:Lumber Increase=1.00,Plate Increase=1.00. Uniform Loads(plf) Vert:1-3=-14.0,3-4=-24.0,4-5=-14.0,5-7=-14.0,7-8=-14.0,8-9=-24.0,9-10=-14.0,10-11=-14.0,1-17=-10.0,14-17=-80.0,12-14=-10.0, 4-8=-10.0 V I i r I ®WARNING-Ver yf,design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 IJ.Outer Forty, �® Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an individual building component. Suite 4300 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Chesterfield,MO 63017 is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component p Safety Information available from Truss Plate Institute,583 D'Onofr!o Drive,Madison,WI 53719. M iTe k Job Truss Truss Type Oty Ply WINDSOR 26S,A40 . ROOF TRUSS 1 1 Job Reference(optional) Sturdybuilt Mfg.,East Freedom,Pa 16637 5.100 s Jul 8 2003 MiTek Industries,Inc. Tue Apr 27 09:07:50 2004 Page 1 2-7-12 9-0-0 - 2-7-12 6-4-4 S,,I,=1114. 3z8 3 5.00 12 12.00 12 4 2 5 1 III _ .. 2.5ze= - 3z7 9-0-0 9-0-0 Plate Offsets X,Y: 2:0-4-5,0-1-4, 3:0-4-0 Ed e, 4:0-3-0,0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL i4 Plates Increase 1.15 TC 0.91 Vert(LL) -0.21 24 >488 360 M1120 197/144 TCDL 7.0 L,umberincrease 1.15 BC 0.71 Vert(TL) -0.30 2-4 >346 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.08 5 n/a n/a BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Weight:20lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 5-94 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=323/0-3-8,5=342/0-3-8 Max Horz 1=-92(load case 4) Max Upliftl=-86(load case 7),5=-105(load case 7) Max Gravl=323(load case 1),5=473(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-201,2-3=-411,3-4=-422,4-5=-119 BOT CHORD 2-4=361 NOTES 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=40.0 psf(ground snow);Category II;Exp C;Fully Exp.;C1=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and l any other members. 6)Bearing at joint(s)1,5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7)One HC10 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 5. ° 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S) Standard 1)Snow:Lumberincrease=1.15,Platelncrease=1.15 Uniform Loads(plf) Vert:1-2=-69.0,2-3=-59.0,3-4=-69.4,4-5=-79.4,24=-10.0 4 Job Trus+s Truss Type Cty Ply WEDGEWOOD 12-30 COMMON 1 1 Job Reference(optional) Sturdybuilt Mfg.,East Freedom,Pa 16637 5A00 s Jul 8 2003 MiTek Industries,Inc. Tue Apr 27 08:51:45 2004 Page 1- r 6-8-0 13-4-0 6-8-0 6-8-0 Scale=1:2U 4x5= 2 4.00 rV2 3 1 314= 3x7 1 314= 3x4= 3.4= 3.4= 3.4 = 6 51x4 d 3.7 0-8-0 6-8-0 12-8-0 13-4-0 l I I 0-8-0 6-0-0 6-0-0 0-8-0 Plate Offsets X,Y: 1:0-2-1,0-1-8, 3:0-2-1 0-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.8 Plates Increase 1.15 TC 0.46 Vert(LL) -0.11 3-5 >999 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.13 3-5 >999 180 BCLL 30.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.02 3 n/a n/a BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Wind(LL) 0.03 1-5 >999 240 Weight:421b LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 4-4-5 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 3-10-13,Right 2 X 4 SPF No.2 3-10-13 REACTIONS (lb/size) 1=808/0-3-8,3=808/0-3-8� Max Horzl=41(load case 6) Max Upliftl=-1 51(load case 4),3=-151(load case 5) Max Gravl=875(load case 2),3=875(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-1468,2-3=-1468 BOT CHORD 1-6=1331,5-6=1331,4-5=1331,3-4=1331 WEBS 2-5=558 NOTES 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=30.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 6)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)1 and 3. LOAD CASE(S) Standard Ty VX 4 _ No 9591 PC n, n^l' t:;•ti�� - B�a,ON, cof 30J lb live load MASS. ,�Plaor 3m ]b Lve loa C °+ d c,.1�7'i Croats 'ti^\Cy ta�•ro✓-Ilk12 � i J.. ,•: 2x6 trusses 24 OC 20yr shingles on 1516 felt over 1/2" sheathing Details on sealed truss ' drawings superscede sectional U CARMFN 1.PATETE 'P No.O401 009549 3/4" T&G SheoLhing opticShr' N iA y Center Beam orb ip `'K fi Cfi g 24' and wider f. y1:y iL=tayi2'.Sf Choice of Soffit 8 Fascia ouble Top Cops ' Tripple 2x1O Leo _ C Wood Post us�.omer Framing ff2 SPF Approval Choice of Siding 2x4 Studs 16" OC -----'-- Wood sidings over studs. �t�+ il�rri�rp Vinyl over 112" sheathing. oubleBottom 2x4 Plates _ C`' j - 79 , .` USED A��`'����`�• "NMI, .;;; III=III=III=III= III=III noting under post 12x12 min STURDY BUILT m SFEET # P.O.BOX IF EAST FPS PA Eb37ff DWG: PFbPE�4 6S6 I91 FAX 696 7916 JC8: - r gbTohHt: - DATE: ThE: C. a�feoat �'F"hN! 0 ygv�fv��9l�8e�b.1:uI'M OF STEPHEN Wf1CABt�9 t�NW ' Ay,r. �� d�` a ''" 4A� .-MAPANY VO REGISTCPI:D �¢ "°°°�w,beJ FN .v vanress^.rlc TEi HFl4 ("Al"-E!, � � NO rr I 66 ` � STEPIa RIA0 1 4. , �' .,--)67 o .art i``CLf REGISTERED \'��'SYL�1P r �lr.a�• 6G`1�a°p° �SSJQfZAL� � �4'nO�dAL Fo,;o' ------- Truss Type Oly Ply 16224615 WINDSOR •_ -26CAP ROOF TRUSS 1 1 Scale=1:34.7 - Job Reference(optional) - Sturdy Built Mfg,East Freedom,PA 16637.Jackie Clark 5.100 s Jul 8 2003 MiTek Industries,Inc. Fri Mar 05 09:55:09 2004 Page 1 5-8-0 11-.0 5-9-0 SB-0 4.5= 3 12.00 FI2 \ I 4.6= 4.6= 2 6 I 1 5 d i 6 s 1.4 II -4-0 11 4-0 Plate Offsets X Y: 2:04-13 Ed eL[4:04-13,Edge] LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) Vden LR1 PLATES GRIP TCLL 16.9 Plates Increase 1.15 TC 0.38 Ved(LL) -0.07 2-6 >999 360 MI120 197/144 . t TCDL 7.0 Lumber Increase 1.15 BC 0.50 Ven(TL) -0.10 2-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.06 Hc.rz(TL) 0.04 5 n/a We BCDL 5.0 -Code IBC2000IANSI95 (Matrix) Weight:35lb _ I LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc puriins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. WEBS 2 X 4 SPF No.2 ssasl says stsa. �g1NUDUOIprrq F N 'o, ,�F°a� REACTIONS (lb/size) 1=37310-38,5=37310-3-8 �:�V C,1S 7E'l��� `���'•�f), y4 a!'•-tTr)�% _ Max Horz 1=-173(load case 4) � `�' •�� � sS�e� C: (i Max Upliftl=-I 01(load case 6),5=-101(load case 7) s rti t .,f�? Max Grav l=419(load case 2),5=419(load case 3) ❑ s ° ^C) • �o FORCES (lb)-First Load Case Only = t O H 1 (41. TOP CHORD 1-2=-232.2-3=436,3-4=436.4-5=-232 i0. �r� �y �� �.• y. I J7��.•;'�4V _ BOT CHORD 2-7=274,6-7=274,6-6=274,4$=274 ���,�a MIN s{W `r\�° II WEBS 3-0=245 ,.7jsV'�Q/7►1�11� ���+ '�,��rsjONAL'�•`,aaaa NOTES ` - r4eteu1tlssa - - - . 1)Wind:ASCE 7.98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.0psf;Category II;Exp C;enclosed;MW FRS gable end zone:cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip COL=1.33. 2)TCLL:ASCE 7-98;Pg=30.0 psf(ground snow);Category II;Exp C;Fully Exp.;Ct=1.1 ; 3)Roof design snow load has been reduced to account for slope. - 4)Unbalanced snow loads have been considered for this design. _ 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 6)Bearing at joint(s)1,5 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface -, * .• -. 7)One HC10 USP connectors recommended to conned truss to bearing walls due to uplift at It(s)1 and 5. • , r 8)SEE hLTek STANDARD PIGGYBACK TRUSS CONNECTION.DETAIL FOR CONNECTION TO BASE TRUSS ' 3. ! Y' r \1111111ryH/j LOAD CASE(S)Standard -' rt ``�� 0F.MAI?y 9 �;0T. F-Id 4,� ` a , gyp'•,q°• 1 ag�o."• : March 8 2004 + 14515 N.Outer For A WARNING•Ver(fg design parametem and READ NOTES ON TRIS AND REVERSE SIDE BEFORE Q� Suite Y300 ly, Design valid for use only with Millet:co•nectors.this design Is based oNy upon parameters shown,and Is for on Irldll�LHIA \1 in component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Cnestedield,MO 63017 I >. Is for lateral support of Individual web members only.Addltio tal temporary bracing to insure stabillty,during construction is the responsibility of the 'erector.Additional permanent bracing of the overall structure Is the responsibility of the buiding designer.For general guldonce regarding - fobricotim quality control,storage.delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and SCSI I Building Component /■1 T Safety Information available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI 53719. 1 Y 1' iLt l ( � }q9I r3 j/�a ca IJl v <✓"!4" ` I r '4 36'-40 2x4 supports .p(' 2x4 blocks w P�r o{Ci w 1 Firushed of truss `Cam,.: 4 2x6 lx6 for ,,, ,<'r w FLOOR JOQST Foeoia .4 A 36'FROM fffi�liniJ i:,y.: '„'" \�� FRONT EDGE !! ,g a•��t B OF TREAD Eve ov 4mH o le 725' A-7 1/4'-8 1/4'RISER HORSE B-9'- 11'TREAD(30'-48'WIDE) "MAX VARIATION IN STEP RISER 3/6' - Gn61e 0...en®Doloile DECKING TO BE 2X6 16'O.0 5/4 BOARD FLOORING SUPPORTED 1/2' °'.• BY 6'X6'POSTS 1:E6F—.Ia So-evv HANDRAIL TO BE NO MORE THAN offit 2 5/8'IN WIDTH`�; 7.2_ _ C„L ,, A BALUSTERS TO BE NO MORE THAN 4"CENTER TO CENTER THERE Goble S>ding EXCEEDIINNI 3/16-IN8 HE DEPTHALL NOT BE F STAIR SECTIONAL ADJACENT TREADS OR IN THE Goble Stud ;; ;; ,:, :c'.; HEIGHT CF ADJACENT RISERS. THE TOLERANCE BEThEEN THE LARGEST AND SMALLEST RISER OR TREAD SHALL NOT EXCEED 3/8'IN ANY FLIGHT OF STAIRS. »REMOVE PORTION OF BOTTOM CHORD BOTTOM CHORD OF TRUSS INTERIOR BEAM - STURDY BUNT m g SHEET # 24' 'go PA.BOX V EAST FREEDOM PA MF AV DWG. : A 24' PdONE P 696 791 FAX 696 7916 ` JOB HEADER SAME "ESTAELISH DISTANCE BEfHEENI �P'fH AS BOTTOM CHORD RS TO OEfrAJN T-Ir OF HEAADROOM UNDER LEFT HEADER CUSTM:GARAGE S�CP E C S A-1F DISTN•LE A 15>3 FROM GEARING THEN DATE SCALE: .. DO.�E THE HEADR AND ADD A TRIMMER TO EACH SIDE OF TRUSS.OR ADD A POST PLAN OF FRAMING BETWEEN TRUSSES FOR STAIRS E\CADD6\GCD\STANDAFU\GARTRIM .. c s:,.o•.,,„.,.a::,,:'PL:nPnn F CONS, �It�� a:�, I. �e • �.�� O �C�,% �. \`\`\�\ .r1SYCV No.9531 v 48" =1, AMASS. LIT - P s with vertical member removed a � _ / \ D tl jeF^ F T.a _24'oC. /1111 1111 i l k� aCUM: XU;rone Foy H.... --Header jack window ins�.allat.ion �� RED�q O' \� J. C \ S~. Q�; •g979 �,�'' in conk inual dorrner-s Q °P�M" � ®4 n ,� N 4 n U CARMEN !. PAFL?E No.0401 009549 OFflPPS' F NE�'� 'Rear beam or woll G2 �� 2x4 Rd �� ' � 45. `•— Truses 24'O.0 "•f d 3� ogle 2x6 or 2x4 Header 2x4�•ae�>,ork6ed re Ntlda true Tr°o%Mat" ' Boxing is set 2.4 Oa-me.- Frenme 2x6 or do"2.4 Header up for lx6 soffit and 2:6 seed re of rnnr fascia - I oonar Fraee I !iI I I 1 Jack to support Header boron of tram in Ps.. . 46 500' Job Truss Truss Type Oty Ply WINDSOR 264030S ROOFTRUSS 1 1 _ Job Reference(optional) Sturdybuill Mfg.,East Freedom,Pa 16637 5.100 s Jul 8 2003 MiTek Industries,Inc. Tue Apr 27 09:07:01 2004 Page 1 3-0-0 T 7-1-0 11-0-0 20-0-0 27-4-0 3-0-0 4-1-0 3-11-0 9-0-0 7-4-0 6x8= S.I.=1:57. 2.411 700 5 l 8 7 2.4= 5.00 12 2.8= 8 � 4 Un B 9 24 11 -4 II 1.4 II 1.4 II e 4.8= 10 2x4 II n 12.WF12 3 _ WW 4 2.4. _ 2 I 1 .. Q. 4.16// 17 18 - 16 1 12 44= 6x8= 4.12 II 1 2.6 II 9-8-p 7-1-0 13-7-8 13z8-0 26-8-0 27-4r0 0-8-0 6-5-0 6-6-8 0-0-8 13-0-0 0-8-0 Plate Offsets X,Y: 1:1-0-14.0-3-2, 7:0-5-0.0-3-7 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL '• Plates Increase 1.15 TC 0.80 Vert(LL) -0.43 17 >362 360 M1120 1971144 TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.56 17 >279 180 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.01 13 n/a n/a + BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Wind(LL) 0.26 17 >609 240 Weight:238lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.l D `Except` TOP CHORD Sheathed or 5-4-1 oc purlins, except end verticals,and 2-0-0 oc pudins(5-6-3 max.): 7-11 2 X 8 SYP SS 5-7. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 4-3-1 oc bracing. WEBS 2 X 4 SPF No.2 `Except` WEBS 1 Row at midpt 10-13,4-8 10-13 2 X 8 SYP SS 1 REACTIONS (lb/size) 1=871/0-3-8,13=1349/03-8,15=1302/0-4-8 Max Horz 1=-348(load case 4) Max Upliftl=-114(load case 7),13=-175(load case 5),15=-63(load case 6) Max Gravl=1133(load case 2),13=1734(load case 3),15=1475(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-799,2-3=-640,3-4=-710,4-5=-1015,5-6=-1469,6-7=-1471,7-8=-1192,8-9=-645,9-10=-439,10-11=26,10-13=-329 BOT CHORD 1-17=621,16-17=366,15-16=366,14-15=366,13-14=366,12-13=0 ' WEBS 4-20=601,18-20=604,18-19=722,8-19=723,6-18=-233,7-19=7,5-20=35,5-18=523,7-18=399,3-17=-371,2-17=-296,9-14=-569 NOTES 1)Wind:ASCE 7-98;90mph;h=25ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=40.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).3-4,8-9,4-20,18-20,18-19,8-19 8)Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.15-17,14-15 9)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)1,13,and 15. 10)Design assumes 4x2(flat orientation)pudins at oc spacing indicated,fastened to truss TC w/2-10d nails. LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-59.1,3-4=-69.1,4-5=-59.1,5-7=-69.4,7-8=-69.4,8-9=-79.4,9-10=-69.4,10-11=-69.4,1-17=-10.0,14-17=-80.0;12-14=-10.0,4-8=-10.0 �``���=��Et: coVyc�',' ���• �Po �tuunn�/ ,,��t� CAp0` ,,% ��EN °5� `' '�'o ti ��P�E OF p�!/ -pQ.oFEss/v•.,�, i``c�'�•,SitEDe,y p+ ro , 96.• .�p�i ��:Q �';•' •.� cif. �7 %!l4 •fit �� •e STEVEN Q -SEAT_ 9 •R ' � •. r •STIsVEl�E.FOX a �' S'2 ti+ 9• Is N -FOX . .� o226ot E •�k� _ 1SE03 = Is i9��::C7STEP�o eE4r♦� �O _ .QfLW�• p a -Ed �� < i��s,,�,yCi1N�S::O�£ CO �j FS ••••.•G\ ♦♦ � Itirrrrr Q `�0 � � •/(/�zT�- ")• TS'`���.F �• � •�'O 'bKEN_.�1.e ,Q,,� t >,yP� /I S70NAL.EN. �� yrl ,r� 4ti • e+��t- ..k k_ �,• ♦1r,N lar> :Cr \k•`* . '• 3t; tt4/J!di nit : •�.:.;p0,1.p1/.• �� �G �4r .4��t !�i MIT;" �,: oee,•e c !, ``�`'�. �F •5� Y t \�uu 7nr�i / i�lllt �1 .' r• q P��P, • CON �' Ir •.,nC AI �r +c;y * :•STE�VEN N0.6566 ��<\�OF N N_ !i�i�f "Y�� �.•� �:. /Cj REr,IsrERE� p �k STRUCTURAL ":�� E i� . . 0• n o: FOX �a: yp~c�`� •Ga� 5947 7G e �'; _ n1oFEsslonAl. o.9 7330 0:�`� ,�• •� �G�1 t - ,* S� = STEVEN E.FOX j T�FG/sTE�;� ..... ENGINEER 'o 10 S70NALO",4Pp:•, rto.lsz4 :Q •.. . R. C, o PE412347R �P - s G Na 1t1111\�` � i'o�S</CENSE� ����� REGISTERED CFO Is �7jC)�;•'c���.., - �'i `S/O• E OFESSIONAL tNGINE ��ii F •e ��\�`� �SYw /ulnitt' ' �/,u,11:u11a o fuss russ ype ty ly 14506524 wINOSOR 26-3030 fl00F TRUSS 1 1 Job Reference(optional) tur y ui t g, ast fee om, ac re ar sFeb1 e industries,Inc. ueFebE age ' 2-106 500 600 13E0 19.40 22<0 24-5-10 27-0� 2-10 s 2-1-10 300 s-80 ".a 300 2-1-10 2-10-6 4.8% Scale•1:56.0 .. 4.8 4 s 2.4 It 12.00 12 2x4 TEMPORARY MEMBER 2x4 II PLATED WITH.2 X 4 - 3 (REMOVE AFTER 6 ' 2.4�� TRUSS IS INSTALLED) 2 7 t 6 I o Iql 4.8 r/ 12 11 10 8 4•8•\ o 4.5= 6.8= 4.5= THIS TRUSS IS DESIGNED FOR RESIDENTIAL USE ONLY[ 30-LOAD IS ADEQUATE FOR ATTIC LIGHT STORAGE AREA AND/OR SLEEPING ROOMS ONLY! 130 PSF IS NOT ADEQUATE FOR A WATERBED LOAD,CORRIDORS,OR BASIC FLOOR AREA) q e q s00 1 13-" i 22.a0 I 26-60 2 44-0 Plate sets ): 1: LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) J/de8 PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.18 11-12 >875 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.21 11-12 >756 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.02 8 n/a BCDL 5.0 Code BOCA/ANSI95 (Matrix) 1st LC ILL Min I/defl -360 Weight: 158 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-2-3 oc purlins. BOT CHORD 2X 8 SPF No.1 BOT CHORD Rigid ceiling directly applied or 9-11-9 oc bracing. " WEBS 2 X 4 SPF No. 2 .- ,. N OF ' REACTIONS (lb/size) 1=1342/0-3-8,8=1 34210-3-8,11=926/0-3-8 Oa Max Harz 1=246(load case 3) ,� STEVEN E. Max Uplift)=-203(load case 31,8--204(load case 21 o FOX - CIVIL FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-1700,2-3--1608,3-4=-1217,4-5=•979,5.6=-1217,6-7=-1608,7-8=-1700 No.37240 Q BOT CHORD 1-12=1106,11-12=979,10-11=979,9-10=979,8-9=1106 WEBS 3-12=396,2-12=-195,6-9=396,7-9 195 !:�'GISTE��'-\��� NOTES �M Hrti,' 11 Unbalanced roof live loads have been considered for this design - `�� '9�A I Wind:ASCE 7-98 per BOCA/ANS195 90mph;h-25ft TCDL .4 2psf BCDL-3 Opsf occupancy'category 11•expds6ie C; . �%`,�`,; •••• •• enclosed;MWFRS gable end zone cantilever left and right expoaetl end yerUcal left and right exposed Lumber DOL 1.33 ?:.•STEVEN :may plate grip DOL=.1 33 i i ':E y H 3)Provide adequate drainage_to prevent water ponding ,Y1. _ .a-44,-;: ., .,r 1.r:: ;FO.( •' ftI -a a)_':7his truss,has been designed for a live load of 20.Opsf on e ttom Fhgr�in all a{eas with a.dearance greater than 3-6-0 between thetottom ehoid and.anybther members': - " �a" A r-. "Y. v'�Te.*,2 No. 1_ 5)Ceiling dead load(5 0 psf)dn-rnember(i)-3 4 4 5,,6 B �'} 'r,-� °�� 6)Bottom chord live load(30 0 paf)and additional bottom)lord ead bad16 0 pafl,applied only to room l 9 11 �- .�••��O pz r"` A /V 71 Or1e;RT7 USP cornectors rec aiid ii to connoat trvss to libgr v(allsGue to lift at)t(sl end ti' ,4 81 Beveled plate or shim raqut[ed to- Ida', bearing surface whh sa chord et jo�MIS)1 8�N y tk.tt.!utHltr ��,•+ ��•4,�ONAL LOADCASE(SI Standard }x \��111tf/!//4 R4 1 �11111111//% ) �\• Eh E,' �•i� - r �ra1111ttt � pF,�off 0.� �F ��.��vEN` ;�o,.,' G\STER��'1.�' Is 'e :.,1t: STEVEN E. ,•t i ,_ a r o y ., F:OX s 11537 , . y}No 9140 g Y m: ENGINEER r`iWS Sr�Te(oF ° •gam �p;A�` i • ..+!3. y d !4Fi9 ••:A:'••�' i n 379 8 �• ,. .� 4 :..:• ..,. '' S 'NAB:. r�` Vie- ..{hra..t reuruar - Dmlgn"Ild bt u4s only wan Meek M W e,7n Y boFW only'upon-IzawmNin-01ewn,and Y iaI o�ktdMdW1 buWhp component Io De nlfolbd and boded valkaN•Applcabaty of dsd am gn poetst•anA gnp.f hgapaatbn ol'compoMnI Y faporirWdy of bulding destonet•not huu - - d.4lgnet.wocing Mown e'fot btetal wppod'of hdivltlual web membeir only.Addabnal lempwary btochg to kuute gloomy during conMuclbn It the re POh0baly of the•ieCbt.Additional petmonenl btachg of the avetal 11tuo1010 It the ie4pon4lbalY of the bulding dedgnet.Fot pelt.)guidance iegowhg bbtbatbn.auaWy conita Itaaoe,delNery.««lion and seeing,consult ot1-e8 oualay Woodard,ou•eo uoaing speatlleauon,and tfu-vl -n". M ITA(!® w�-��n .r..n na rind bneina 14.�om m«.eotron av�nohl.nom 1.„,clog.v.amn.sea n'onoelo MnAhno-WI 4 10 1' ILA STANDARD PIGGYBACK - ------- — - 1 rid TRUSS CONNECTION DETAIL ST-PIGGY MiTek Industries,Inc. 2 x x 6'-0'SIZE TO MATCH DECEMBER 2,2002 TOP CHORD OF PIGGYBACK. Page 1 of 1 ATTACHED TO ONE FACE OF TOP CHORD WITH 2 ROWS OF 10d NAILS SPACED 6'O.C"AND STAGGERED jY PIGGYBACK TRUSS \ ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2-16d NAILS TO�NAILED, - ATTACH EACH PURLIN TO TOP AA CHORD OF BASE TRUSS WITH ra 2-16d NAILS. I / I � I j \ BASE TRUSS I I 77� SPACE PURLINS ACCORDING TO THE MAXIMUM j SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24-O.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. I I i i NOTE: FOR PIGGYBACK TRUSSES WITH SPANS<12' A PURLIN TO BE LOCATED SCAB MAY BE OMMIT PROVIDED THAT: AT EACH BASE TRUSS JOINT. ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12'OVER JOINT) I I I - I IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: I REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS - AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE, I 6'x 6'x 1/2'PLYWOOD(or 7116"OSS) GUSSET EACH SIDE AT - EACH BASE TRUSS JOINT. , ATTACH WITH 3-6d NAILS INTO EACH CHORD FROM ' /EACH SIDE(TOTAL-12 NAILS) I I FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: VERTICAL WEB TO 1)VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST.MATCH IN SIZE,GRADE,AND MUST LINE UP BOTTOM CHORD AS SHOWN IN DETAIL. - - OF PIGGYBACK 2)VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH - t BOTTOM CHORD SO THAT THERE IS FULL WOOD - TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3]CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS.4)ATTACH 2 x x 6'-0'SCAB TO EACH FACE OF r r . -- .TRUSS ASSEMBLY,WITH 2 ROWS OF 1Od NAILS AT A 3'.O.C.STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.)5)THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 3700 LBS(01.15). REVIEW f w BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS .GREATER THAN 3700 LBS. A WARNING•Ver{fy design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 14515 N.Outer Forty, --0 F Design volia for use only with MiTek connectors.This design is based only upon parameters shown,and Is for on Individual building component. Suite 0300IBM -•.7, Applicability of design parameters and proper incorporotion of component Is responsibility of building designer-not Truss designer.Bracing shown Chesledield,MO 63017 is for tor.ral Additional of individual web members only.Additional temporary bracing y Insure stability during construction Is the responsibility of the erector.Adtlltionot permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding -F fobrrcotion,quality c0nv04 storage,delivery,erection and bracing,consult ANSI/TPI)Quality Criteria.DSB-89 and BCSII BuildingComponent p MiTek® Safety Information available from Truss Plate institute.583 D'Onofrio Drive. Aadlsnn.WI 5:1719. I � l V� Town of Barnstable *Permit# Expires 6 mon s from issue date 4RESS, t ,3 l r Regulatory Services Fee SEP 9 2007 Thomas F.Geiler,Director To jN Building Division lJ Cj]Z, 01 OF BARNSTAgL Jom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www,town.barnstable.rna.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number _ Property Address 41 4-//1 c (7,*lt' BRA/ EKeesidential Value of Work Z- 2 i l-S�� ' Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Ae-A, ,AJa Contractor's Name Gs3rz fi-,ee- /lo owc S Telephone Number-So ff-9T7--//t / Home Improvement Contractor License#(if applicable) /O O eO 3 Construction Supervisor's License#(if applicable) Vorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner have Worker's Compensation Insurance Insurance Company Name .574;4 Workman's Comp.Policy# W L 6 3-2e 0 -3 Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping, "Going over existing layers of roof) EjrR'e-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home rovement Contractors License is required.. SIGNATURE: Q:Forms:expm Revise061306 OFFICe: (508) 997-1111 °° MA. Builder's Lic. #021330 FATE:(508) 997-1297 CARE FREE Home Improvement TOLL FREE: 1-800-407-1111 ® ��S Inc Contractor's License WEBSITE: #100503 MA. www.carefreehomescompany.co/m 239 HUTTLESTON AVE. (RT 6)- FAIRHAVEN, MA 02719 #15179 R.I. NAME --�C' el'1acd DATE ADDRESS y rye�/ Car�lDi') L �OI'►v�c F�GIc/� U I ZIP CODE QS/SG ADDRESS OF JOB 6q 64,4 f e_M, jf&,JYJECQ11 Iif ZM- Qlii5a, T E L WO-5-0E-77/-_15-7 JOB DESCRIPTION epU- 7N- 376-6E14 _�ro,k I�r� nC�'+' G�(1 �IVY� �C3 �/I��F / �irG(iM (/1'� /1G111 /1uc,3R 'lY�ffwS.f ^J c11�x.� fe w. SAS .—L a &A W*, Or /r:"f� C)_ " tom. /•k ! a lI r -,i5. i 1 1 j iD /Qlu _:eel-e 6,*,rCt1 c5 rrCi (/i v JJ rwc _J_ 1- f T TA.S der led r �Dresu 4 ���r-e -/y �^ rti +ti�� Cry 9�l 5S J� Plna(.z Up- cilb P4f� cf r j or e -pi» rta c J �l C.JI ti CFO e I a" l e— 1A A-w A L_ 4,4 Scheduled Start ��LI 4/��''� _ Scheduled Completion A. Replacement of missing or rotted lumber is not included unless specified. B.Ali start&com'pletion dates are approximate and could change due to weather conditions. C. Stripping of roof includes removal of up to two (2) layers of shingle h additional layer to be charged @ _ft2. D. Replacement of rotted roof boards/plywood to b s, e e charged @ ft2. E. Existing chimney flashings will be reused; replacement, if necessa , is not included. F. Care Free Homes, Inc. is not responsible for mold/mildew conditions that are pre-existing or result from leaks not brought to the attention.of C.F.H., Inc. promptly. The Company hereby proposes to furnish labor and material to complete the above work for the amount herein. Fulfillment of this order is contingent, however, upon the want of strikes, fires and any natural disasters,.the ability to obtain materials, or any other conditions bevond the control of the Company. Cost of Project$ d)/,-/J, PAYMENT TERMS 0 11") t'Y� Date 1. You,the Owner,may cancel this transaction at anytime prior to midnight of the third business day after the date of this transaction. 2. You,the Owners,,agree to pay any and all expenses incurred by Care Free Homes,Inc.in collecting money due under this contract and enforcing the terms of this contract, including but not limited to, reasonable attorney's fees, interest and court costs. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES LB RE F E M i ^ A TED: Buyer acknowledges Owner _ _Ureceipt of fully completed 'ARE REE NC. acopy of this Agreement Owner contractors and subcontractors shall be registered by the director and any inquiries about a n ractor or subcontractor relating a registration should be directed to: Director, Home Improvement Contractor Registration One Ashburton Place, Room 1301 Boston, MA 02108 Tel. (617) 727-8598 �FTHE T Town of Barnstable *Permit# �Y Expires 6 months front issue dare �+ .. LARN �szAH : Regulatory Services Fee, ` 02,6 v� 039 MAM ,m Thomas F.Geiler,Director Building Division Peter F.DiMatteo, Building ConunissionX-PRESS PERMIT 367 Main Street, Hyannis,MA 02601w Office: 508-862-4038 APR 14 2003 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIi M JO ftf ?ABLE (may Not Valid without Red X-Press Imprint Map/parcel Number Property Address (7'T &111-1722 M"R/esidential Value of Work Owner's Name&Address /746,171v Contractor's Name /j/ /���//��✓� Telephone Number :W F6 Z v 6 V5/ Home Improvement Contractor License#(if applicable) / �✓��� Construction Supervisor's License#(if applicable) r , R(Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ff❑ I. the Homeowner ve Worker's Compensation Insurance Insurance Company Name.— z2e�. IN Workman's Comp.Policy# ®� Z 00 Z,ato Permit Request(ch k box) Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum.44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e..Historic,Conservation,etc. Signature Q:Forms:expmtrg:rev-070601 L_ 01/04/1995 10: 40 915087906230 PAGE 01 Town of Barnstable RAMITASRegulatory Services KW L� Thomas F.Geiler,Director Building Division lib Tom:Perry, Building Commissloner 200 Main Street Hyannis,MA 02601 Office: 508.862-4039 Fax: 508-790-6230 Property C?wnerMustComplete and Sign This Section If Using A. Builder as Owner of the subject property hereby authorize /!/ Tf ,Q�C � to act of my behalf, in all matters relative to work authorized by this buRding permit application for (address of Job) AAA a, ! M --- Sigpatwe of O%Mer Date t,4d Print Name ft TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION. z - M C 1 Map Parcel 0 1 D E V Permit# 5A Health Division 77-56 „l / 0 AUG 1 2001 Date Issued Conservation Division r r� 1 � 1' _ Fee 15;� . 6 �il/v t►• creme 7��aw Tax Collector I /o "6 t 'S �Ilglo/ C!{ _ SEPtIC SYSTEM MUST 13 i+-� Treasurer ?' /g INSTALLED IN COMIPLIA N w _Planning Dept. ; ` WITH TITLE 5 ENVIRONMENTAL CODE Al'.111 Date Definitive Plan Approved by Planning Board TaWN REGULATION'S Historic-OKH Preservation/Hyannis Project Street Address (.6 q f A .� �k-Q- C5GL1L `"c-c r"a s,\ 0 nA,�\l -,z)-co :�k, Village ti OwnerA\CAs-� Q _rr1cr Address (0U Why C c � 7K-IC'cLk_� 4L Telephone 0e) I ~ f C7, " Permit c Request t� q - T Cx-N- CC_ Square feet: 1st floor:existing proposed .all 2nd floor: existing proposed Total new Estimated Project Cost/ f Zoning District Flood Plain ' Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. -Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway:, ❑Yes 0 No Basement Type: ❑Full ❑Crawl ❑Walkout. ❑Other t Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing; new i First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil O Electric ❑Other N \ Central Air: ❑Yes pqo Fireplaces: Existing New Existing wood/coal'stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existing 'Cl new size Attached garage:❑existing ❑news size Shed:❑existing'O new size Other: " f Zoning Board of Appeals Authorization ❑ Appeal# ' Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use t Proposed Use' 3 • BUILDER INFORMATION .Name Qha6A Telephone Number 65 �4n Address /,3 C� c License# 0D__0 r c, ©t c Home Improvement Contractor# L2Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM)THS PROJECT WILL BE TAKEN TO SIGNATURE* r DATE 3 0N FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED. -6_ MAP/PARCEL NO.,�• • � � •�r�r -_ - T k � I f-,- '�_ � t 9 , •3 � 9+� .I ... - x <� .'� .. •) s .64 y�:, ' ^` •! .. a - r ' � .. - [� ' } tr4..3 ADDRESS: VILLAGE ..` ...., � ."..cd- �; ,. a `. ! P!_ 4 , • ` .• ,. ; ; OWNER' DATE OF INSPECTION a�X `f • M` x t + '. M ' i FOUNDATION � � .'. i FRAME• =' - - INSULATION - • F ' - a FIREPLACE ELECTRICAL: -. ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH; f ` FINAL FINAL BUILDING `•_ - ' ' 7-1 DATE CLOSED OUT ASSOCIATION PLAN NO; S f 1 °F WE A The Town of Barnstable 9� 'M Department of Health Safety and Environmental Services rrat' - Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 r Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only 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:'-Zg CAN\ G .a C_ Est.Cost Address of Work: Owner's Name Cs.\(2A —jj. _ ,D g-N Date of Permit Application: r7 — 1 7 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building 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: at, �-- V Date Contractor Name Registration No. OR Date Owner's Name - _X.. scusefs+ SfafeBuiIdi �, Ca�I 78f1'Ch �iTSion :7,�21 °�_ ICI T'le MaSSachu5ett$ State LBullding Codes(780 Gaff) n deS ISIdnS f0 ensure t' � lv i C:u y: V lai t10L$e5 and house additions me,7et energy erriciency standards. T his suppleinen*mil CO?�TSliM�R IN:O 'vIATiON i Q iS to be -1led a, pa1-t o th5 building `)t-^,it =1"�: tIC, .a_�.r! a L'__1A L 1 L 5�%Yili constr?ctirg installl:l? a house addition Wi ll vt,v lark Uercenta_o cla-„to o:)* qut wall, � 0 utilize a s d"'a ue u' 1, se„k$ t ? spscial ntTzy come.'a:ien exemption o?fion for s_Y?rdo " additior_ to —an C JI� Ap �ndix 3 Se.,tion .i l.1.2.3.1 This r. M i t e'tnt n �. A - it ti p ). C�,'1 s not lntenc.ed to P= _ ,. eo':.- r ��om sel.,�t!r.cr a . ST?P'OO rt' oI ?•' ' S1� Cdilil^LlraLioil ',D7- t3tI?I', 10I'r OI CdnS:�_Ctl^r G' D'i^'1t ^l^7i-(r - �> o _ .r1 - i a`_�Ier YS G_.1`j t )1 J. s '� ' po d Ll dJ ^ �^ _ G_`-d ao 0t" moo SI S-_L mi$ ir!`doiY�d Hn ;�i _a'?� ail'? lliili'ir� 8 S' ' 'G^,_i: 'ad'if-, A. •!!.. - _ O pC-t �J1. _,..r_!L 0o7 l•' J_ .a..._uieJ 'D 1�J1'_!_-nIUaI ��t:.i�I;',C''.� TP�',� ...e�,.....� �'.✓!�l_^J. " S _"5 fi a. 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C -d:'S ,'at wr:^'rti e aT'tl•i< a �.. , �dil i iS r„ �ci.iI'1C .1 _ �� t� ^,u.;'. ixy Twit best dpli10Ps �T�'th `Icii C1C:H-M-- btilldCT Or Cd1TraCfdr _'il OrCCr t0 _.__"ii?itie f?ittiul' _< - 5'1iA' ?.d /',__ t T^- .. s S •� �J pL n . ill J! __7' J� d?Sc _Ll`oit iss"Its_ .LZ addItlorl t t Z'i2li !C1f'lOi:3 2-ld r`_',7JtatiOn oI tht ':ni )2L')- e i'?dY`vid1.IaIIS to b- . -e:d arm importa,-it coxsiderations_ 1"RODUCT AND.DESE IN CO'NSIDEI: TIQNS POELA;ED To -`Su- 00,r�S�� e Solar (D -i;c ltaiion.nlid Nafural Sltadin T-v n,, nr�t�ti _ - m tRCTTk�tr rl fT YAi?lrsn , Solar hc2t lslil<'_II- to --me _cal-D..¢ a id ra5Keti,; T raafF.ria:s S-aI du a Lt a1, %Qr eat-H--'r rioht '.SS o `ilie 5"iin O01'F e Adequate ventilatioD - Operable WindOi'VS and fans Jiied Si23 IIIo S`'SLf3.:S ' e lasufa£ion 4evel ICI I1Gors' Y4'R11S' and CE iTi vS " R.�i�_ ..v iu.i• a�a i�'oi[_tl/`J.A trllR L tttL 2AA2L2 -.uOasi V!i t L Wrt 1 Y.i.i%o?' C OOr or ,ylir_'{er _... ,,✓� :?.:.� Cnr)L:.S=R;rr,.":i>O:IS= y%C.3^�r .f._..?�i n7l c..'AC:. ,.__ I4Ou2�?Ynor •;.0 T G S chu7 e'{ - f Duilr,i c' odt Cfi,n�t l T 7 3 I --q `' t `;� ..1.-;i ;�`- ! x r xa S3 %S J nl' ✓ Z]= C �G J .t. u1rpS Li,c: ti_ J-_Oc1iy oN'. �110t le d 1'Y r.tr'S l.gelll r `..'_1 `rif F, 1 aC=;-10�•?'1C'!�..iCC" i Q=;i,� t� { r';\?D�?n^` T rt ,c7 O r i 'S` 3_"J? - -:Df i __1S �CitJv?Y_i_\L ._ J `_ 1 Jt _ O_' 'f?riJr tO ISsuai!Ce of a B'1lidii7= Permit for a prolicc't 1hat Includes '-`$u. roon " add:tlOr!S to, an ;s't; G, ` 2i O'_ll^:-Ig: JillaccJrdanc-E. ivi'h thi3 _c-quir ::!ei) � £L uiira:oi? 2 I"!�''-b ' aci'loi'✓i'SjGS =^a` rl' Da$ _-ad t rtu ^rnrrrl yP,-,.T _n _ili_ rl1^u..._,.._ LGi.. r_i:l a:,r✓ _. _ ... ._.. - - t lO'naturc�o f ACC-.,al 0v, cr Date . •.��Ar�i-�Ae,reil� �rr�rta �a���TC.(1p1�C.�('f1�1C.�enttrU�t�'/'A3SD��2 . ` Pri^.t Na ne Address of?ermifted Project G�j wN i ire C '1�iYoil: ��S— 19 7b Q'i 1er_n.dQfeSS �II dllf erellf _n?IY 1 1•d�ect IOtc t10i1� Oiv"ncr'S teleD'lOn� 4 7 t 1 #54 !WHITE CAR I RAIL eY MAP 32313E-2, O T 25 97 1 ASSESSORS r 1-49no [ r b � J � a 37.44 2514 55.21' �. - `! vs � � 8 a Eex -ISIING DWELLING E64 WHITE OAK TRAIL S ��S�v BULK HEAD . 43.46' 34-66 10e.0o': , m € O .�� CLAN CHI. JA TEA16.7 E �ILLF, A y,,, F; e4 PREPARED FOR ,K,. i CERTIFY THAT THE. IMPROVEMENTS SHOWN r���`���� � ALAN A. BARBARA RENARD HAVE BEEN LOCATED BY AN INSTRUMENT SURVEY. � Qvynr'E S I ,_�� 7-19—T SCALE, 9� =25 to"' C 5u s, 4e -., EASTBOUND LAND SURVEYING, INC. ROBE SYKES, P.L. ai, � � 41 MEETINGHOUSE LANE . SAGAMORE .BEACH, MA 1 E-42`F w6V? ST>dVP2` 14 . � f jl �L SIC. 'T015C5 O MIDW lqj ssr-�� r34s42s PL S6 �vl_IA - N i� Ct 3;:.T s p`6J _ V f a { SAPS . -- � �- Tit i T:n t''S. p t f. LAYOUT PLAN5 WALL SECTION5 EXISTING BUILDING 96.75" i 96.75" ` t Q2 (MAX) o' 0 81' 81" (MAX) 81„ 81 � cl a - I n 4v v p rD—' s S '� y ---- -- 5TUP10 SIDE WALL(A) 5fUP10 SIDE WALL.(C) a o ---_ ASSEMBLY D ETA IL5 ," ALUM.PANEL HANGER 8 D a Dlvl 81"x78"p �, CONNECTS TO WALL STUDS Tx78 k 3 f �r —iJ OR ROOF RAFTERS 96.75" 5EE ALLOWABt-E I-OAQ " ....B WALL , (MAX) TABLE FOP PANEL SIZE n F STUDIO FLOOR.PLAN MINIMUM 51-OPE 1:12� (NOT TO 5CALE) GUTTER FA5C,IA L��� ;:v HEADER 5UPPORT BEAM STUDIO FRONT WALL(D) TRANSOM(OPTIONAL) ALUM.5LIDING _ ALLOWABLE LIVE LOAD TABLE FOR 15 FT. FAN EL WITH 14 FT.OR LE55 SPAN POOP.OR WINPOWI r� 20 P5F 25 PSF 30 PSF 35 PSF h0 P5F 45 P5F 50 P5F 55 P5F 60 PSF 4n -- — — —' a TEMPERED GLA55 3"HC 3"HGrH 4 5 HG/ _ `4:5'HC 4.5"HG 4.5'HC+FI 4.5"HG-H 4.5"HC+H 4,5 HC FH R 1 3"EP5i 1-1 3'EP5 t-H.' <45 E('S r H, 4.5"EP5-fH 6"EP5+H 6"EP5+Ii 6"EP5+1-I 6"EP5 fl I 6 EP5+I I, ��,,,,rert:ernu,r SI-IDING DOOR,ON 51t.. Ca 4 Nc �,.tq,�� SECTION WITH DOOR ; =NOTC5 FOR STUDIO CONSTRUCTION r:1 4°• ••.•s�'` FLOOR CHANNEL , ? E j ' u~g' ONnrr •• t t S L 5TRUCTURAL MEMBERS SHALL COMPP15E �•WIND LOADS=20 P5F 10.ABBREVIATION5 s x JOHN :0 s F01;80 MPH EXP05URE A,B,C ' D POOR t e Joss _ DECK/5LAB --- 6063 T6 ALUMINUM CXTRUSIONS PROVIDED DM._.DOOR MULI ION 5.DEAD LOAD5=5 P5F TYPICAL STUDIO SECTION BY GP,AfT GILT,M ANUFACTURING COMPANY. W WINDOW ALLOWABLE`LOADS ARE BASED UPON 6.POOP.AND WINDOW LOCATIONS _WINDOW MULLION "���o 'cENs`�� NOT TO€5CALE WM THE LE550KOF THE ULTIMATE LOAD/2.5 ARE INTERCHANGEABLE. U 'U-CNANNEI OR TFIL LOAD AT SPAN/120. 7.GLA55 KNEE WALLS ARE FIG=HONEYCOMB PANELS — . — p}oF -;5.�.;z„ pp,OJECT: CONTRACTOR. Z.HC/EP5 REFER5 TO CRAFT-BILT 5TRUCTURAL INTERCHANGEABLE WITH PANEI-5, EP5=POLYSTYRENE PANELS ��5� s/<F;', PANELS WITFI ALUMINUM SKINS BONDED TO 8.WIDTH OF B-WALL MAY VARY PER H=THERMALLY-BROKEN CRAIG J. " ' " HONEYCOMB/POLYSTYRENE CORES(3 h'/z' DOOR/WINDOW LAYOUT UPTO 24FT. ALUM H-STIFFENER o Joss ._ 14-O X 14 2 9.AUTHORIZED FOR BETTERI.IVING 0/H=OVERITANG srnucTUlI � s 5TUD10 ENCLOSURE AND 6"THICKNESSES.). P5F=POUIJDS/50 FOOT aoa2a DEALER USE ONLY. t g `9 o BRAWN BY:CJJ °W6 NO.: GENERAL LAYOUT ADJACENT PANELS APE CONNECTED USING p=PANEL \o��rts�FPE F ern50 14x14.dwg FT=FEE f v SCALE:1"=50" VINYL GLEAT5 OR FIa. +,"i �ssio,a�F,c a ALUM.=ALUMINUM �� DATE:11/27/2000 =T .; 6 1 l No.--- ------- I ET OFFICE OF THE BOARD OF HEALTH OF THE 0 0 e 31AHH9T"LE, S TOWN OF BARNSTABLE, M S. y MABB. pj , 16.39. vo70 n p��� -- --- ------ ------- 19 S WAGE DISPOSAL MIT Permission is granted to __- ______�_ .. _ _________ to construct _ 1 -------- Upon the Premises .of Sketch ---- ------ --- - In the villace of -- - 100 or more feet from any source of water supply 20 feet from building I 10 feet from property line f Hea th Off icer.^ C e�Q�oFTaEro��� TOWN OF BARNSTABLE i HAHBSTAUX i 0MI BUILDING INSPECTOR APPLICATION FOR PERMIT TO .(.... .. .Uc. ................ S(.. . -0.............................................. TYPE OF CONSTRUCTION ........ .... ! G —.... ". �. P......... 4-.q... 'r ..�...�1. '................ ........................ ...19... � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permi) acco ing to the f low g informatior}�--1 Location .. �` .?!.............................. ��� /`•••. .... .a. .. ...........1.>"�............ ...... .........../n� Proposed Use ........ ... �id...0 -....... .......................................... Zoning District ................12... ....................... .........Fire District .............0....... .C. .................................... Nameof Owner .. ��.. ...✓..� '�'j. ... ..............Address .....................................................:.............................. Name of Builder Nameof Architect .......... ........................Address .................................................................................... Number of Rooms .................... „r ......................................Foundation ..../f/..... 1" "157Ar�U................................ Exlerior ..................................................Roofing ....................... ........................................................... Floors ................................................... .Interior ..../ .................. ............................................ Heating ..�°.Y. �'�. .. umbing ........................................... Fireplace ................�........................................................Approximate Cost ....... 4007y Difinitive Plan Approved by Planning Board ________________________________19________. an o Dia9 r f Lot d Idin with Dimensions 9 6 d 4g, j 3 7�� , 47 �� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �''� ................................ Renard, Alan 9 �. 09 p�C 31191® . ,No ....12834. Permit for ...... story one ,....... single family dwelling ... .............................. . . .............. . I ...... . . ....... . White Oak Trail Location . ............................................................ Centerville ............................................................................... Owner Alan Renard 4 { .............. ................... ......................... Type of Construction frame ................................................................................ Plot ............................ Lot ...........7#.26............... Permit Granted January 19 19 70 ............ Date of Inspection ... 14 .. .........19 Date Completed ......................................19 PERMIT REFUSED- ................................................................ 19 \ ....................................... .................................... :f ................................................... ........................ ............................................................................... ............................................................................... 1 Approved ............................................... 19 ............................................................................... ............................................................................... ,