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Aul ; _ ,,f , �,�,l ,�, . :1 . 11 -liv"q-0� �­ I �'� , JA lm i I ' ' I I I - �­ -jgw I �,, ',t,,�: if.t."', .o� `, f;; � I il 113-1 tf �,',­ - ;,,�m� 1-11,11, ill"', Z�, itl',ir� A'G'A�i I -f-,i72 I g -1 �, - ,_�'! ­�Iltl'n� I'll, I t1n, ­4-'I ,�',4,', I �"Wmy 01,111, �, ' 'I '. � 1111 M �Ii,i qlg � es ��.�Ii, , I I - "".i' - 14 - , " , t;; t; t; t; � '-,�!�.��. hmjvi�.'i�,,it� ,�� tt;i,�""",",,ii� ���t 6 4 �W Bod"-",�,� , i t SIN .",,t N Via 40 '', ALTERNATIVE WEATHERIZATION r3 � Date.— Town of Barnstable 200 Main St Hyannis,MA 02601 < Village 1;,• P.�IOI Re:Permit# The insulation/we atl I?z�tiiori*-ork at �:! CL Regards::. , � • , Timothy Cabral, President CSL-105454 58 DICKINSON STREET I FALL RIVER,MA 02721 1• (508)567-4240 I ALTERNATIVEWEATHERIZATION@GMAIL.COM Town of Barnstable,ost Building ,- P.. Th�srCa'rd So That rt;rsUrs�bleFrorn the;Street -A ; rovedPlans Must,be=Retained o`n J,ob andafirs Card�Must be�Kept�- . �s BANNN'SC`ARt�., t U b" sed ntil FinalflnspectionHas Been Made r r Permit Chi re a, Certificate of.Occupancy s Required;such B,wldrng-shall Not:be Occupied until a Final Inspection has been made _ Permit No. B-18-1883 Applicant Name: Approvals Date Issued: 06/15/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 12/15/2018 Foundation: Location: 137 PHEASANT WAY,CENTERVILLE Map/Lot 228-130 Zoning District: RC Sheathing: Owner on Record: JONES DONALD R&DARLENE T COntrittOr-Name:`,,ALTERNATIVE WEATHERIZATION, Framing: 1 y INC. Address: 137 PHEASANT WAY 2 , -Contracto _License 175683 CENTERVILLE, MA 02632y Chimney: Description: insulation/weatherization q EstPro}ect Cost: $3,898.00 Permit Fee: $85.00 Insulation: Project Review Req: Fee Paid4 $85.00 Final: ` w Date 6/15/2018 Plumbing/Gas Rough Plumbing: ,, Final Plumbing: — Building Official ag '.,• Rough Gas: This permit shall be deemed abandoned and invalid unless the work author ed by ttiis per s commenced within siz months after issuance. Final Gas: All work authorized by this permit shall conform to the approved applicatio and1,th oved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and struct es,� a in compliance with the local zoning by law and codes. This permit shall be displayed in a location clearly visible from access sr road shalhbe m ntained open for putilicanspectronfor the entire duration of the Electrical work until the completion of the same. - Nrc Service: r The Certificate of Occupancy will not be issued until all applicable signatures by' ildmg and F Officia re pr vided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work... - 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection S.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final:- Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT k 9/rd67 N 100 a0 0a.00'E / � A •�� � Qa LOT 2 cc> l 0. 000+ S.F. 'DM ��° o M m E 4°�yC 4A 2-500 GALLON 5 LEACHING CkAMSERS W14' S MVE AROUND � #l37 c EXISTING P= DWELL/NG Z N O �o O O 5'too V F£aGE` �r Cg�`l�. p►�KET' ` / 100' - 6a0 OB CONCRETE FOUNDATION LOCATED BY SURVEY ON SEPTEMBER 17. 2009 I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL' KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING TOWN OF BARNSTABLE ZONING SHOWN. HEREON -CONFORMS TO THE HOR/ZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE R-C DtSTRtCT. ZONE : RC SETBACKS, : FRONT 20' _ THE LOT SHOWN HEREON IS /N FLOOD HAZARD ZONE C S/DE - l0' AS SHOWN ON MAP 250001 0016 C. DATED AUG. 19. 1965. REAR - IO t `N OF THE DWELL tNG DEPICTED ON. THt S �sq ' PLAN WAS LOCATED ON THE GROUND, g° `yT PL 0 T PLAN BY SURVEY ON OCT. 6. 2005 AND WHMNG - I N EXISTS AS SHOWN AS OF THE DATE Na.2�8S9, BARNSTA&E. MASS. OF LOCATION. s �F�ST . SCALE: 1 '-20' JUNE 15. 2009 THIS PLAN /S FOR PLOT PLAN --'EAGLE SEPT. 17. 2009 PURPO-SES ONLY AND NOT FOR �I j7/zo-dy EAGLE SURVEYING , t NE " RECORD/NG. DEED DESCRIPTIONS 923 Route 6A OR ESTABLISHING,PROPERTY LINES. Yormouthport. MA; 02675 ,i (508) 362-6132 THIS PLAN /S V61D IF NOT (508) 432-6333 STAMPED AND SIGNED IN RED. 0 /0 20 40 PROJECT W. 05-l03 Taff 4�f BAOSTME Z9 SAP 17 P 15 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel. : -:'�--'Application # Health 0ivision Date Issued Conservation Division kAppIicatbn Fee Planning Dept. S 7 cnb ermit .Fee Date Definitive Plan Approved by Planning Board Historic .' OKH Preservation Hyannis Project Street Address DhE&,5q_.._u Village Owner]'L,Od6j�'&/ Address 137 1XI41/ Telephone Permit R6quest fA-A k,14�4_ Square feet: 1 existing Al-U proposed Total new .q st floor: existin roposed 2nd floor: existing —prop e Zoning District: Flood Plain —, Groundwater Overlay Project\Mjlbati�Q /'0,600c®Construction Type L Grandfathered: L3 Yes D No If yes, attach supporting documentation. , SiZEF� aM6 ;--7. 7`7 Dwellin�%,,'Type:'Single F4mily Two Family U Multi-Family(# units) Age of&istirrg-Structure; I Historic House: Ll Yes 4lo On Old King's Highway: Ll Yes No B r&t T� ase LJ Crawl Q Walkout LJ Other Baser§ent finished Ar.6`a~(`sqft), Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 0 Half: existing new Number of Bedrooms: ;I existing I nev,0 Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: L) Gas %Oil L3 Electric L3 Other Central Air: L3 Yes JNo Fireplaces: Existing-1— New Existing wood/coal stove: LJ Yes X,,No Detached garage: existing L1 new size—Pool: J existing LJ new size Barn: LJ existing Q new size Attached garage: L3 existing L3 new size —Shed: L3 existing Ell new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded L3 Commercial L3 Yes No If yes, site plan review# Current Use Proposed Use. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &ad T_m4AA — Telephone Number 50 :9- Address gf(/7 � License Al. Home Improvement Contractor# 3�W? Worker's Compensation # ALL CONSTRUCTION DEBRIS RES7LTING FROM THIS PROJECT WILL BETAKEN TO Vuyu-4 , A SIGNATURE DATE ' FOR OFFICIAL USE ONLY i 4APPLICATION# I`r DATE ISSUED MAP/PARCEL NO. _.. { f ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION SFOD ga !ikir a-9 A�L/- f}' F E 1 RAM1�31e 0K INSULATION - '.I), 0 FIREPLACE ` ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH -FINAL GAS: ROUGH FINAL ;t FINAL BUILDING �� D DATE CLOSED OUT ASSOCIATION PLAN NO. 0.00 " 0 08 0 LEACHINQ CHAMBERS , \ W14' STONE AROUND r � 6A � 5• ��. _ ZQ t�-Box � a, 'aw 'LOT 2 � E1 � INNS l0. 000+ S.F. Ex/sTINO PROPOSED BULKHEAD N ADD I T I ON TO BE ---r.. REMOVED p� 19s PORCH TO BE REMOVED c� PL Z v O py1 0 " o STONE o " V R 1V� D P 1 00 �00• /Qw ,00' r V 1. t!0°" 56 1 CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING TOWN OF BARNSTABLE ZONING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ZONE RC OF THE ZONING BY-LAW FOR THE R-C DISTRICT. SETBACKS FRONT - 20' THE LOT SHOWN HEREON IS IN FLOOD HAZARD ZONE C - SIDE'"- -, i 0' `- = AS' SHOWN ON'MAP 250001 OO 16 G.�DATE'D.AUG. .l9. l9$5.- REAR - 10' a LAN Of MSS THE DWELL 1 NG DEP I CTED ON THIS PLAN WAS LOCATED ON THE GROUND � FRANK G� PLOT PLAN BY SURVEY ON OCT. 6. 2005 AND 1R HITI EXIST$ AS SHOWN AS, OF THE DATE 'v, 2QObb IN _ OF LOCATION. , MSTE - �� BAR_ NSTABL E, MASS. * `�1 SCALE: 1 '-20' JUNE 15. 2009 THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY'AND NOT FOR �h, ,°/� EAGLE SURVEYING , INC RECORDING. DEED DESCRIPTIONS. 923 Route 6A OR ESTABLISHING PROPERTY LINES, Yorrmuthport• MBA. 02675 (506) 362-8132 (508) 432-6333 THIS PLAN /S VOID 1F NOT STAMPED AND SIGNED IN RED. 0 l 0 20 40 PROJECT NO. 05-103 ■ A A Beam 01 by 4v yerhaeuser 2 Pcs of 1 3/4" x 11 7/8",1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number: User..2 6/1912009 3:20:07 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope012 .......... A .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, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.54" 1480/811 /0/2291 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL 2 Stud wall 3.50" 1.54" 1480/811 /0/2291 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2229 -1815 9081 Passed(20%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6687 6687 20525 Passed(33%) MID Span 1 under Snow loading Live Load Defl(in) 0.133 0.400 Passed(L/999+) MID Span 1 under Snow loading Total Load,Defl(in) 0.206 0.600 Passed(L/698) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL;L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. j Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. !Level@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ 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 an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply•connection. PROJECT INFORMATION: OPERATOR INFORMATIO Swanson Structural,Inc. ERIK TOLLEY c�CO 46��kit ERT ARCH ITECTS.CO '' �giEI27 r Fc� Jones Residence 947 MAIN STREET 1 t O`� 137 Pheasant Way SUITE 8 tt9� W No, 10130 Centerville,MA YARMOUTHPORT,M 03 7SAAMOUTH PORT, w Phone:(508)362-8883 MASS, Zj job 3392 Fax :(508)362-4883 SPo r erik@ertarchitects.com 11'fijyOF�t,S Copyright © 2007 by iLevel@' Federal Way, WA. Microllam® is a registered trademark of iLevel@. ® s Beam 02 byWeyerh;auser 2 Pes of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number. User 2 6/19/2009 3:22:04 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof SlopeO 12 0 . b 10'6" i .All dimensions are 1horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:4'6" Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 709/403/0/1111 L1:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 709/403/0/1111 L1: Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1076 -882 7265 Passed(12%) Rt.end Span•1 under Snow loading Moment(Ft-Lbs) 2735 2735 13541 Passed(20%) MID Span 1 under Snow loading Live Load Deft(in) 0.075 0.339 Passed(U999+) MID Span 1 under Snow loading Total Load Deft(in) 0.117 •0.508 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:.STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"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 iLevel®. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ 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 an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note.-See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORM ?&g Adick;, Swanson Structural,Inc. ERIK TOLLEY 4�0��OBER7 ERT ARCHITECTS.CO �m Jones Residence 947 MAIN STREET �-, w No. 10730 �'f 137 Pheasant Way SUITE 8 � YARt10k1'H PORT, Centerville,MA YARMOUTHPORT,MA !a*s. fi Phone:(508)362-8883 Fax :(508)362-4883 job 3392 erik@ertarchitects.com Copyright @ 2007 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JOKES\bm 02.sms r ■ ® Beam 03 • byWeyerhm.ussr 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number. User:2 6/19/2009 3:28:54 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED . Member Slope:012 Roof Slope912 10'6" i All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member..Tributary Load Width:3' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type. Class Live Dead .Location Application Comment Uniform(plf) Snow(1.15) 0.0 40.0 0 To 10'6" Adds To cheek wall SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 473/494/0/967 L1:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 473/494/0/967 L1: Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control . Result Location Shear(Ibs) 936 -767 7265. Passed(11%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 2380 2380 13541 Passed(18%) MID Span 1 under Snow loading Live Load Defl(in) 0.050 0.339 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.102 0.508 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"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: i -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®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 an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel®Distribution product listed above.. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. RQD Ar��� PROJECT INFORMATION: OPERATOR INFORER7 tF` Swanson Structural, Inc. ERIK TOLLEY ? �Q T0ell ERT ARCHITECTS. M Jones Residence 947 MAIN STREET o No. 10730 M� w s YAM40U T H P�A _ �s 137 Pheasant Way SUITE 8 Centerville,MA YARMOUTHPORT, M 5 l ` Phone:(508)362-8883 job 3392 Fax :(508)362-4883 erik@ertarchitects.com Copyright © 2007 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JONES\bm 03.sms ■ 3 f. Beam 04 • by Weyerha-ser 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number: User.2 6/19/2009 3:27:28 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof SlopeQ112 All dimensions are horizontal. product Diagram is Conceptual LOADS: Analysis is for a Header(Flush.Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class. Live . Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 40.0 0 To 12'6" Adds To gable wall Point(lbs) Snow(1.15) 1480 811 6 3" - support 1 for beam 1 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 928/835/0/1763 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam®LVL 2 Stud wall 3.50" 1.50" 928/835/0/1763 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See iLevel@ Specifiers/Builder's Guide for detail(s):L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location ' Shear(Ibs) 1746 -1656 10898 Passed(15%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 8796 8796 20312 Passed(43%) MID Span 1 under Snow loading Live Load Defl(in) 0.168 0.406 Passed(U871) MID Span 1 under Snow loading Total Load Defl(in) 0.298 0.608 Passed(U490) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'6"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 iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ 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 an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATI Swanson Structural, Inc. ERIK TOLLEY ERT ARCHITECTS.CO1\ Jones Residence 947 MAIN STREET c� 137 Pheasant Way SUITE 8 o YARMOUTH PORT, Centerville,MA YARMOUTHPORT,MA r MA99` Phone:(508)362-8883 •��,P job 3392 Fax :(508)362-4883 � erik@ertarchitects.com Copyright O 2007 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JONES\bm 04.sms t • ® Beam 05 by Weyerhaa"er 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam®6.30 Serial Number: User:2 6/19/2009 3:31:22 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof SlopeO 12 A. 6. .All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is fora Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 0.0 40.0 0 To 6' Adds To gable wall Point(lbs) Snow(1.15) 709 403 3' - support 1 for beam 2 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 1.50" 445/394/0/839 L1: Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam@ LVL 2 Stud wall 3.50" 1.50" 445/394/0/839 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 823 -737 7265 Passed(10%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 1953 1953 13541 Passed(14%) MID Span 1.under Snow loading Live Load Defl(in) 0.015 0.189 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.027 0.283 Passed(U999+) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 6'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 iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplishgd in accordance with iLevel@ product design criteria and code accepted design values. The specifire product application,input design loads,and stated dimensions have been provided by the software user..This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATIONS�EF•EO ARCyf ^ , 5 T Swanson Structural, Inc. ERIK TOLLEY �40 06ERT ERT ARCHITECTS.COM Jones Residence 947 MAIN STREET to w No. 10730 � r 137 Pheasant Way SUITE 8 YARMOUTH PORT, Centerville,MA YARMOUTHPORT,MA 026 o MASS. �? Phone:(508)362-8883 job 3392 Fax :(508)362-4883 erik@ertarchitects.com Copyright © 2007 by iLevel@, Federal Way, WA. -Microllam@ is a registered trademark of iLevel@. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JONES\bm 05.sms ■ ® Beam 06 by Wd yerhaauser .3 PCs of 1 3/4" x 16" 1.9E Microllam@ LVL TJ-Beam§6.30 Serial Number: User:2 611912009 3:35:45 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED 41 Ell Product Diagrani is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:5'. L V t-. IV p Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: VS1e. 5 44 Type Class Live Dead Location Application Comment Uniform(plf) Snow(1:15) 330.0 165.0 0 To 16' Adds To 11'roof Uniform(plf) Floor(1.00) 0.0 80.0 0 To 16' Adds To wall Point(lbs) Snow(1.15) 1480. 811 7'6" - support 2 for beam 1 11 .� �; ,/4 o I e� �t SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth ((� Live/Dead/Uplift[Total v K 1 Wood column 3.50" 2.04" 4989/3033/0/8022 N/A N/A N/A L1: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL 2 Glulam or solid 3.50" Hanger 4971 /3029/018000 N/A N/A N/A H1: Face None sawn lumber beam Mount. Hanger -See iLevel@ Specifier's/Builder's Guide for detail(s):L1:Blocking,H1: Face Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 2 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7879 6627 18354 Passed(36%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 34703 34703 53672 Passed(65%) MID Span 1 under Snow loading Live Load Defl(in) 0.294 0.389' Passed(U635) MID Span 1 under Snow loading Total Load Defl(in) 0.471 0.777 Passed(U396) MID Span 1 under Snow loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240): Bracing(Lu):All compression edges(top and bottom)must be braced at 10'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATIO tER 11 Swanson Structural, Inc. ERIK TOLLEY rC�c1 ERT ARCHITECTS.COM ;�� Jones Residence 947 MAIN STREET w No. 10730 137 Pheasant Way SUITE 8 °T YARMOUTH PORT, w� Centerville,MA YARMOUTHPORT,MA MASS: Phone:(508)362-8883 job 3392 Fax :(508)362-4883 r;p 0r ttati' erik@ertarchitects.com Copyright © 2007 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. , \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JONES\bm 05.sms ® Beam 07 by Vveyerhaev ' - 3 Pcs of 1 3/4" x 16" 1:9E Microllam@ LVL - TJ-Beam®6.30 Serial Number. User:2 6/19/2009 3:43:26 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED . Overall Dimension:27"T' 1❑: l b 1 p"2" b 17"2" Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6' L (/L �o Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment 3 Uniform(plf). Floor(1.00) 0.0 80.0 0 To 27'4" Adds To wall e SX 6 Uniform(plf) Snow(1.15) 390.0 195.0 0 To 27'4" Adds To roof 8 �'"• � 29 Il 12 Uniform(plf). Floor(1.00) 80.0, 80.0 0 To 27'4" Adds To 8'ceiling Point(lbs) Snow(1.15) 709 403 3'6" - beam 2 support 2 = It 7 "h 4 Point(lbs) Snow(1.15) 473 494 8' - beam 3 support 2 Uniform(plf) Snow(1.15) 150.0 75.0 8'To 27'4" Adds To 5'low roof a� ZV io x 26 ,T = 1�Iv1. >l17 SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other s� Width Length (Ibs) Depth Live/Dead/UplifUTotal / k > 3 S 1 le O 1 Glulam or solid 3.50" . Hanger 3309/1279/0/4588 N/A N/A N/A H1: Face None t� sawn lumber beam Mount Hanger .2 Steel column 3.50" 6.39" 15478 19678/0/ N/A N/A N/A L5 None 25156 3 Stud wall 3.50" 4.45" 6224/3696/0/9920 N/A N/A N/A Al:Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): H1: Face Mount Hanger,L5,A1:Blocking -Bearing length requirement exceeds input at support(s)2,3.Supplemental hardware is required to satisfy bearing requirements. HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1: Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A Douglas Fir PROJECT INFORMATION:. OPERATOR INFORMATIOe ,K�p�l�cHs Swanson Structural,Inc. ERIKTOLLEY � 05ERT t ` ERT ARCHITECTS.COCT \ Jones Residence 947 MAIN STREET w No.10730 r 137 Pheasant Way SUITE 8 YA81�{OLTFI FORT, �. Centerville,MA YARMOUTHPORT,MA 6� MASS. y Phone: (508)362-8883 Job 3392 Fax :(508)362-4883 �h�FH of erik@ertarchitects.com i i Copyright © 2007 by iLevel®, Federal Way, WA. Microllam@ is a registered trademark of iLevel®. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JOKES\bm 07.sms o Beam 07 a byWeYerhaeuser 3 PCs of 1 3/4" x 16" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number: User:2 6/19/2009 3:43:26 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6-30-14 CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 14017 11968 18354 Passed(65%) Lt.end Span 2 under Snow loading Moment(Ft-Lbs) -38125 -38125 53672 Passed(71%), MID Span 1 under Snow loading Live Load Defl(in) 0.316 0.425 Passed(U645) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0.493 0.850 Passed(U414) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®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 an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. . PROJECT INFORMATION: OPERATOR INFORMATI �SER'D A,ROH�T Swanson Structural, Inc. ERIK TOLLEY �pOERT TO ERT ARCH ITECTS.CO ° Jones Residence 947 MAIN STREET u, No. 10730 137 Pheasant Way SUITE 8 It YARNiOUTH PORT, w Centerville,MA YARMOUTHPORT, MA MASS: Phone:(508)362-8883 �Fq 4�a'! job 3392 Fax :(508)362-4883 4 rN OF erik@ertarchitects.com Copyright O 2007 by iLevel@, Federal Way, WA. - Microllam® is a registered trademark of iLevel@. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JOKES\bm 07.sms ® Beam 08 by YJeYerheeuscr 3 PCs of 1 3/4"x24" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number. User2 6/19/2009 3:57:23 PM THIS PRODUCT MEETS OR EXCEEDS THE SET,DESIGN Pagel Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1: Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Z_V L `f O ' Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 40.0 0 To 10' Replaces wall _ 1' Uniform(plf) Snow(1.15) 240.0 120.0 0 To 10' Adds To 8 roof Uniform(plf) Floor(1.00) 0.0 80.0 10'To 23' Adds To wall Uniform(plf) Snow(1.15) 60.0 30.0 1 O'To 23' Adds To 2'roof 4 3p1.9 S�ZSX 24 Point(lbs) Floor(1.00) 3309 1279 10' - beam 7 support 1 2. Point(Ibs) Floor(1:00) 4971 3029 12' beam 6 support 2 SUPPORTS: 34L? 4 Bearing Vertical Reactions Ibs Detail Other Input e g ( ) Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 2.74" 6501 /4274/0/10775 L1: Blocking Custom Blocking (0 1 = .341 2 Wood column 3.50" 2.41" 5479/4020/0/9500 L1:Blocking .Custom Blocking 1 -See iLevel@ Specifier's/Builder's Guide for detail(s):L1: Blocking !p 'A �J DESIGN CONTROLS: Maximum Design Control Result Location ✓V`Q ��' j 87 �' Shear(Ibs) 10702 9778 27531 Passed(36%) Lt.end Span 1 under-Snow loading O �L Moment(Ft-Lbs) 87381 79376 99376 Passed(80%) MID Span 1 under Floor loading Live Load Defl(in) 0.430 0.567 Passed(U633) MID Span 1 under Snow loading Total Load Defl(in) 0.707 1.133 Passed,(U385) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'7'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: ,REO ARCS- Swanson Structural,Inc. ERIK TOLLEY �cvV �CsERT TD �O� ERT ARCHITECTS.COM `� Jones Residence 947 MAIN STREET w No. 10730 137 Pheasant Way SUITE 8 YARMOUTH PORT, u,f Centerville,MA YARMOUTHPORT, MA 026 - G . Phone:(508)362-8883 job 3392 Fax :(508)362-4883, F9l ry OF WON erik@ertarchitects.com Copyright © 2007.by iLevel@, Federal Way,.WA.- Microllam@ is a registered trademark of iLevel@. \\192.168.5.2\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\130409-JONES\bm 08.sms REScheck Software Version 4.2.2 Compliance Certificate Project Title: Additions & Renovations Energy Code: 2006 IECC Location: Centerville(Barnstable);Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 137 Pheasant Way The Jones Residence ERT Architects,Inc. Centerville,MA 947 Route 6A,Suite 8 Yarmouth Port,MA 02675 508.362.8883 Compliance:13.4%.Better Than Code Maximum UA:107 Your UA:93 Floor 1:All-Wood Joi st/Truss:Over Unconditioned Space 473 30.0 0.0 16 Ceiling 1:Flat Ceiling or Scissor Truss 365 30.0 0.0 13 Ceiling 2:Cathedral Ceiling(no attic) 90 30.0 0.0 3 . Wall 1:Wood Frame,16"o.c. 884 19.0 0.0 48 Window 1:Wood Frame:Double Pane with Low-E 35 0.320 11 Door 1:Glass 48 0.032 2 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory requirements listed' eck Inspection Checklist. 1@&NWn77%NAAR cot Name-Title Sig Date Project Title:Additions&Renovations Report date: 06/24/09 Data filename;\\Ertserver\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\jones.rck.. Page 1 of 3 I ' n REScheck Software Version 4.2.2 Inspection Checklist } Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments:. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass,U-factor:0.032 Comments: Floors: -❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type,IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: 0 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope . requirements. Vapor Retarder: ❑ Vapor retarder is installed'on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided: ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications: ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title:Additionsl&Renovations Report date: 06/24/09 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\jones.rck Page 2 of 3'. Li Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Li Air handlers,filter boxes;and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened: l] All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or.other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. <] Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts: ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window. U-factors,type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:Additions&Renovations Report date:06/24/09 Data filename:\\Ertserver\server data\ERT-ARCHITECTS\2009\2009 PROJECTS\jones.rck Page 3 of 3. • ,. Efficiency Certificate Ceiling/Roof »30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.32 Door 0.03 NA Water Heater: Name: Date: Comments: - rard'of Building Regulations and Standards .onstruct�on"SupervisorLicense Lice sn a CS 81139 14 Expirations/16/2009 Tr# 3828 1,Restnction; 00 4 MIGHAEL J NARDON r� fj 947 TR 6A YARMOUTHPORT,WD,,2673 Commissioner' 4 ,,pper� Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration 1 135887 Expiration 5/;1 010 Tr# 6 3 ti Type d fabili rpor M J NARDONE CARRENTRY MICHAEL NARDONE 947 RT 6A YARMOUTH,MA 02675' istrator i c The Commonwealth of Massachusetts Department of Industrial Accidents f Office of Investigations 600 Washington Street Boston, MA 02111 •� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Address: City/State/Zip: -Al" Phone.#: "T7l 91977 Are you an employer? Check the ppropriate box: Type of project(required): 1.KI am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-tim.e).* have hired the sub-contractors 6. ❑New construction .2.0 I am'a sole proprietor or partner-' listed on the attached sheet. 7.., emodeling ship and have no employees These sub-contractors have g- ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.insurance comp. insurance.# required.] 5. ❑ We are a corporation and its '10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I LFJ Plumbing repairs or additions myself. o workers'co right of exemption per MGL y [N mp. 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other 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. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have•, employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 41,4441". r D Policy#or Self-ins.Lic.#: goo Expiration Date: Job Site Address: / --� //T/ 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 required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der a ains and penalties of perjury that the information provided above is true and correct Siznafore: "I Date: Phone# Official use only. Do not write in this area,to be completed by city or town offcciaL .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. Pursuint to this statute,an employee is defined as ".:.every person in the service of other under any contract of hire, expres implied,oral or written." An empi4 r is defined as"an individual,partnership,association,corporation or ther legal entity,or any two or more of the foreg�g engaged in a joint enterprise,and including the legal representa ves of a deceased employer,or the receiver or trustee 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 res' es therein,or the occupant of the dwelling house o Zanother who employs persons to do maintenance, construe on or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such a ployment be deemed to be an employer." MGL chapter 152, §25 (6)also states that"every state or local licensing gency shall withhold the issuance or I renewal of a license or =ermit to operate a business or to construct bu' dings in the commonwealth for any applicant who has not pr ducedd-acceptable evidence of compliance w h the insurance coverage required." Additionally,MGL chapter 52, §25C(7)states"Neither the commonwe lth nor any of its political subdivisions shall . enter into any contract for,the erformance of public work unto accepts le evidence of compliance with the insurance requirements of this chapter ha a been presented to the contracting au ority." Applicants Please fill out the workers'compensa 'on affidavit completely,by hecking the boxes that apply to your situation and, if necessary,supply sub-contractors) (s),address(es)and.pho number(s)along with their certificate(s)of insurance. Limited Liability Companies LC)or Limited Liabi Partnerships(LLP)with no employees other than the members or partners,are not required to c workers'compe anon insurance. If an LLC or LLP does have employees,a policy is required. Be advised t this affidavit y be submitted to the Department of Industrial Accidents for confirmation of insurance covers . Also be su a to sign and date the affidavit. The affidavit should be returned to the city or town that the application r the pert or license is being requested,not the Department of Industrial Accidents. Should you have any questio egardin}�the law or if you are required to obtain a workers' compensation policy,please call the Department at the umbeY 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 legible . The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of In es ' ations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will a us as a reference number. In addition,an applicant that must submit multiple permit/license applications in any liven ye r,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Addre " the app 'cant should write"all locations in (city or town).".A copy of the affidavit that has been officially stam�ed or marke by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future p rmits or licens, A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license r permit not relat fo any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said perso is NOT required to c lete this affidavit. The Office of Investigations would like to thank you in a,vance for your cooperation d 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 Investigations. 600 Wpohington Street Boston,MA 02111 Tel. #617-727-4900 text 406 or 1-87TMASSAFE Fax# 617-727-774 9 Revised 11-22-06 www.mass.gov/dia THE ram, Town of Barnstable Regulatory Services BMWSTABLEv 'KAS& g" Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize klc-/>Ixll ( to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) L- 7-13 0 kure of er Date D m A I d -5 o/ups Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RM&O W N ERP ERM IS S ION Town of Barnstable �tHE Regulatory Services " Thomas F.Geiler,Director BARNSTAB14 ' `r '"" .9 Building Division v i63 ,�$ Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.2.us Office: 508-862-4 33 Fax: 508-790-6230 HOMEOWNER LICENSE XEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home p ne# work phone# CURRENT MAILING ADDRESS: city/to state zip code The current exemption for"homeowners"wa extended t include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual f hire wh does not.possess a license,provided that the owner acts as supervisor. DEFINI ON F HOMEOWNER Person(s)who owns a parcel of land on which he/she a 'des or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached ructures accessory to such use and/or farm structures. A person who constructs more than one home in a two-ye eriod shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on fo acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buil hn a it. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compli ce with the State Building Code and other applicable codes,byla;vs,rules and regulations. The undersigned"homeowner"certifies that he/she u erstands the To of Barnstable Building Department minimum inspection procedures and requirements an that he/she will co m ly with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containin 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction ontrol. HO OWNER'S EXEMPTION The Code states that: "Any homeowner perform' g work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction upervisors);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 naware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Constriction Supervis rs,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this ca e,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 fobm✓certification for use in your community. Q:\WPFILES\FORMS\bomeexempt.DOC x NOTICE NOTICE, TO ' TO EMPLOYEES EMPLOYEES 4 7 The 'Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 'Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 36, this will give you notice` that I (we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: , NorGUARD Insurance Company NAME OF INSURANCE COMPANY P.O. Box A-H 16 South River Street Wilkes-Barre, PA 18703-0020 ADDRESS OF INSURANCE COMPANY MJWC018505 04/25/2009 04/25/2010 POLICY TINMI BER EFFECTIVE DATES PAYCHEX AGENCY, INC. 150 Sawgrass Drive 877-266-6850 Rochester, NY 14670 NAME OF LNSM. NCE AGENT ADDRESS PHONE MI Nardone Carpentry LLC 10 Barnboard Lane West Yarmouth, MA 02673 EMPLOYER ADDRESS 03/26/2009 EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE MEDICAI, TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of , employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of,the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee*may select his or her own physician. The reasonable cost of the ser- a vices provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the 1`IAiME OF HOSPITAL ADDRESS TO BE :b. OSTED BY EMPL0'YER TOM OF BAR 4STABLE X R V T 20 tiv -9 PH 1 56 a r c h i t e c t s , i n c architects interior designers builders 947 main street suite#8 po box 343 yarmouthport Nma'f2675 tel 508.362.8883 fax 508.362.4883 www.ertarchitects.com 11.05.09 Mr.Jeffrey Lauzon,Building Inspector Town of Barnstable 200 Main Street Hyannis,MA 02601 Re:Jones Residence 137 Pheasant Way Centerville,MA Inspector Lauzon, I have reviewed the as built construction at the above referenced property and understand your questions regarding the header above the new slider. The single jack studs have been replaced with doubles and,due to the fact that the new roof structure has been collar tied,the need for an LVL header above the slider to carry the load imposed by a posted ridge beam has been eliminated. Therefore the triple 2x10 header that has been installed is adequate. Please feel free to contact this offices ould you have any questions. ARCRespectfully submitted, 0 RT T iTFc> m W No 730 o YARM TH PORT, ` r Erik �bek Tolle , A A Architect/Principal �' f or ERT Architect,Inc. Swenson Structural, Inc. Paul W.Swanson,P.E. En ineerin Services 116 Forest Street 8 g Franklin,MA 02038-2579 commercial y . Phone 508-520-1333 residential heavy timber Fax 508-520-1334 Pau"ivansonStructural.com / E , _ b 11dMPt_ w 0Esi _ SE 7 OZ ' iv S �M, i i • i � 1 I 8 S i : � I ' ' is 1. , x •y S�f_._ / AU N f�)RNA �`j� 0 , �._ .� Tj 1 G7lJ, e 1• " +._.•{+t 1. A 353v � ; TF ARCHITECTURAL ! - - r + I { 1 SHINGLES i G j _...........J. . :._SHED-ROOF_GONT.. _ _ _._ .... _ ._.._ ... ...... t BELOW RAIWNG £ IXISTING 2ND FLOOR I I , .r.,..... IX4`WINDOW TRIM I 1 , ! " i i 1X5,1X6 CORNER BRDS—> i .,_.__l....,._._, _...I.—WALLdOG—BElii W.C. SHINGLES ..._ BULKHEAD�"iSI�E i FIRST FLOOR d ._..:__ __i- _ ! 1____+ -i•---- !.. ?_.--FiERSi—FLOOR . ALIGN NEW iFL00R: W/EXISTINGALIGN NEW W EXISTING :PROP - - - ..,:. . . ,._- t T ELEVATION 1 { 1 i ; i• i .GD40 ht7lAg C, D'x � 492 1 £ 1 I _�7 in.7. _ M 33 2 S i J , iz 4 - w_ .._ , , Job Name,:J0A/E-S 9- G >. A-mi_no __ ... K:. Job Number 33 9 L �1T3.7 � ds r /, A y coym VI LA,, ---AM- _.! 6 Location rf �N! W Sheet of Client 4A! /T�c l �1� IIJ 6 , GV Ptu1 Date Jr 0 r - SwOanson Structural. Inc. Paul W.Swanson,P.E. Engineering Services 116 Forest Street W commercial Franklin,MA 02038-2579 residential Phone 508-520-1333 Fax 508-520-1334 heavy timber Paul a(�SwansonStructural.com -- — ----—. - Ei412 -sQES I l� 7 -;� SOD Pay r , ?3_. �_._-_;--. �.__ s _ _ f s ± - i �No 5334 AL U1, ` iEr .i.. .._.t......_._ .. ""�'(- 1 i 12 I i2 z CRICKET — i � __.. � - + , — � � SHED ROOF CONT. 9 ' ' — ---- -- ' ± f BEHIND BELOW!RAIUNG I — tAKE BROS , — 2ND FLOOR i — f __ — — 4 '--� — ! 1—EXISTING 2ND FLOOR li —. TIN .:. — — —.y...... ,. •'SCUPPERS-TO-DRAM — ;ORNER BRDS HIDDEN SHED ROOF WINDOWS i , UNDER v .GEES WINDOWS _ ! Jr I TRIM I ' —NEW BIL,CO SIZE'C" EXISTING BULKHEAD 2e2 z z z i r e )OR i —_ _ { FWG7 069 .1 '.I ' ,? a _ i F'. _ ! q _ _ _FIRST FLOOR _.-- INC_P I k i AUGNWEXISTING i _...— _-_ _, .....___._...,..._.-_ ._.—._.... .._#._._ ._._w.._.---:._.__'.' HANG JOGS.`_. ` I } s ! VER FOUNDATION --PROPOSED E EVA 'ION- N FIRST FLO4 - • VUGN NEWT ♦ " i j , i 1 I fd-u 4 ;_-SAS-- . cv t 3, �✓ � S IGAi�} s ' 2 ' WA -�-- ,_ _� _�._ SUM r'7vrSi, ~ GY D/VE S/Q.E � 8�'. a I FAM 4 .M _ .. . -._poi D �_�._,�ALi EM6ED_._..'w� sOr D2 f �t.oc _ _.vvs �PPo✓ rtD�__Ep -� t a M Job Name .TONES Kee ID��G� Job Number 33/ 2 Location +A1 I- l�t/�y C CS i e h V1�C- ✓v►ff Sheet G- of (o Client icy ��� Date 'r 41 Main Wind Force Resisting System—Method I h<—60 ft. Figure 6-2 Design Wind Pressures Walls & Roofs Enclosed Buildings ; O O /H K O •r jk 4Y 0 Referee\ Crurer A W / ' 9 Transverse tia fir: Referee r' fomer Longitudinal t Notes: 1. Pressures shown are applied to the horizontal and vertical projections,for exposure B,at h=30 ft(9.1m),for 1=1.0. Adjust to'other exposures and heights with adjustment factor X. tt 2. The load patterns shown shall be applied to each comer of the building in turn as the reference corner.(See Figure 6-10) j }' 3. For the design of the longitudinal M WFRS use B=0°,and locate the zone E/F,.G/H bound at the mid-length 9,r boundary gth of the building. 4. Load cases I and 2 must be checked for 250<0<—450. Load case 2 at 25°is provided only for interpolation between 250 to 30°. S. Plus and minus signs signify pressures acting toward and away from the projected surfaces,respectively. - — — _ 6. For roof slopes other than those shown,linear interpolation is permitted. 7.. The total horizontal load shall not be less than that determined b assuming n g Ps=0 in zones B&D. 8• The zone pressures represent the following: ,4' ,! Horizontal pressure zones—Sum of the windward and leeward net sum of internal and external pressures on vertical projection of:( )P P J A- End zone of wall C Interior zone of wall B- End zone of roof D- Interior zone of roof Vertical pressure zones—Net(sum of internal and external)pressures on horizontal projection of: E- End zone of windward roof G- interior zone of windward roof F- End zone of leeward roof H- Interior zone of leeward roof 9 Where zone E or G falls on a roof overhang on the windward side of the building,use EoH and GOB for the.pressure on the horizontal ¢. projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. 10. Notation: a: 10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 4%of least horizontal dimension or 3 ft(0.9 m). a h: Mean roof height,in feet(meters),except that eave height shall be used for roof angles<10°. B' Angle of plane of roof from horizontal,in degrees. t Mfgfmum Design Loads for Buildings and Other Structures6 41iF 6 Main Wind Force Resisting System-Method 1 h<-60ft. a Figure 6-2(cont'd) Design Wind Pressures Walls & Roofs Enclosed Buildings Simplified Design Wind Pressure , PS30 (psfl (Exposure B at h=30 ft.with 1=1.0) ti H Zones Basic Wind Roof 0 Horizontal Pressures Vertical Pressures Overhangs Speed Angle H EoH GoH (mph) (degrees) 0 A B C D E F G 0 to 5° 1 11.5 -5.9M7.0 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 w. 10- 1 12.9 -5.41 -13.8 -8.4 .9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 -13.8 -9.0 -9.6 -6.9 -19.3. -15.1 �5 20- 1 15.9 -4.2 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 -6.4 -8.7 -4.6 -7.0 -11.9 10.1 2 -2.4 -4.7 -0.7 -3.0 - 30 to 45 1 12.9 8.8 1.0 -7.8 0.3 6.7 4.5 -5.2 2 12.9 8.8 5.0 -3.9 4.3 -2.8 4.5 5.2 0 to 5° 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 - 10° 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 -7.2 -21.6 -16.9 15- 1 16.1 .5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 9® 20- 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 .2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 -- 2.7 5.3 -0.7 -3.4 - 30 to 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 5.1 5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3A -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15- 1 --19.9 -6.6___�3.3__3�9-=19.1 -12.4_. -13.3 -9.5 -26.7 -20.9 ®® 20° 1 22.0 -5.8 14.6 -3.2 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 25° 1 19.9 3.2 14.4 3.3 8.8 -12.0 6.4 -9.7 -16.5 -14.0 2 -3.4 -6.6 -0.9 -4.2 - 30 to 45 1 . 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 9.3 �.3 7.2 2 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 3.8 6.3 7.2 0 to 5° 1 19.2 -10.0 12.7 -5:9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10- 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 16.0 -10.8 32.3 -25.3 15° 1 24.1 -8.0 16.0 -4.6 -23.1 15.1 -16.0 -11.5 -32.3 25.3 ,� ® 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 -4.1 7.9 1.1 - 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 8.7 2 21.6 14.8 17.2 11.8 8.3 6.5 7.2 -4.6 -7.6 8J 0 to 5 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10° 1 25.8 -10.7 17.1 6.2 -27.4 16.8 19.1 712.9 38.4 30.1 15° 1 28.7 -9.5 19.1 -5.4. -27.4 -17.9 -19.1 -13.7 -38.4 30.1 .�ea® 20° 1 31.6 -8.3 21A -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 -4.8 -9.4 -1.3 -6.0 - 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4F-9..'(0, -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 10.3 0 to 5° 1 26.8 -13.9 17.8 -8.E-322 -18.3 -22.4 -14.2 -45.1 -3 .3 . 10° 1 30.2 -12.5 20.1 -7. 19.7 22.4 15.1 45.1 35.3 G 15- 1 33.7 -11.2 22.4 -6. -21.0 -22.4 -16.1 45.1 -35.320- 1 37.1 -9.8 24.7 -5. -22.4 -22.4 -17.0 -45.1 -35.3 3025° 1 33.6 54 24.3 5. 20.4 10.8 16.4 27.8 23.7 2 11.1 -1.5' -7.130 to45 1 30.1 20.6 24.0 16 18.30.8 -15.7 10.62 30.1 20.6 24.016 -9.0 10.0 6.4 10.6 12.1 Unit Conversions-1.0 ft=0.3048 m; 1.0 psf =0.0479 kN/m2 a s ASCE 7-02 42 ' _ I Table 4.3A Nominal Unit Shear Values for Wood-Frame Shear Wallsarc Wood-based Sheathing A Minimum Minimum B SEISMIC WIND Nominal Fastener Sheathing Material Panel Penetration in Fastener Panel Edge Fastener Spacing inches Panel Edge Fastener Spacing inches 6 4 3 Type&Size 2 6 4 3 2 (i Thickness Framing v_s G_a v_s G_a v_s G_a v_s G_a v_w v_w v_w v w (inches) (inches) I (kips/in) I (kips/in I ki sfin I ki s/in I I I 1 Nail(common or galvanized box) Wood Structural 5/16 1-114 6d 400 13.0; 600 18.0 780 23.0 1020 35.0 560 840 1 1090 1430 Panels-Structural Id 3/8b 460 19.0 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 7/16b 1-3/8 8d 510 16.OI 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.01 860 18.0 1100 24.0 1460 37.0 . 785 1205 1540 2045 15/32El- 10d 680 22.0 1020 29.0 1330 36.0 1740 50.0 950 1430 ! 1860 2435 5/16 360 13.0 540 18.0 700 24.0 900 37.0 505 755 980 1260 3/8 .6d 400 11.0 600 15.0 780 20.0 1020 32.0 560 840. 1090 1430 Wood Structural 3/8 b 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 D d 7/16b 8dPanels-Sheathing 480 15.0 700 22.0 _ 900 28.0 1170 42.0 .. 670 980 1260 1640 zn - 15/32 520 13.0 760 19.0 980 25.0 1280 39.0 730 1065 1370, 1790 m15/321- /2 10d 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 (n 19/32 680 19.0 1 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 Rb Nail(galvanized casing) g Plywood Sidin 5/16 1-1/4 v 6d 280 13.0 420 16.0 550- 17.0 720 21.0 392 588 770 1008 - 3/8 1-1/2 8d 320 16.0 480 18.0 620 20.0 820 22.0 448 672 868 1148 Nail(common or to Particleboard galvanized box) 0 Sheathing- 3/8 6d 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 4 (M-S"Exterior Glue" 3/8 8d 260" 18.01 380 20.0 480 21.0 630 23.0 365 530 670 880. O and M-2"Exterior 112 2 z 80 18.0 j 420 20.0 540 22.0 700 24.0 390 590 755 980 Glue") 1/2 10d 370 21.01 550 23.0 720 24.0 920 25.0 520 770 1010 1290 Nail(common or 5/8 400' 21.0! 610 23.0 790 24.0. 1040 26.0 560 . 855 1105 1455 • � galvanized roofing) Bd common or 11 ga.gals. - - - Fiberboard Sheathing 1/2 St roofing nail(0.120"x 1 1/2 340 4.0 460 5.0 520 5.5- 475 645 730. Structural long x 7/16"head) - - 8d common or 11 ga.galy. - W 25/32 roofing nail(0.120"x 1 3/4" 360 4.0 480 5.0 540 5.5 505 670 755 long x 7116"head) a. Nominal unit shear values shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For general construction requirements.see 4.3.6. For Ill specific requirements,see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for particleboard shear walls,and 4.3.7.3 for fiberboard shear walls. . b. Shears are permitted to be increased to values shown for 15/32 inch sheathing with same nailing provided(a)studs are spaced a maximum of 16 inches o.c.,or(b)if panels are applied with long dimension across studs. /- c. For framing grades other than Douglas-Fir-Larch or Southern Pine,reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the"Specific Gravity c \ �: Adjustment.Factor=[1-(0.5-G)],where G=Specific Gravity of the framing lumber from the NDS. The Specific Gravity Adjustment Factor shall not be greater than 1. d. Apparent shear stiffness values,G_a,are based on nail slip and panel stiffness values for shear walls constructed with OSB panels. When plywood panels.are used,shear wall deflections should be calculated ( in accordance with the ASD Wood Structural Panels Supplement. SW3ISAS JNIISIS3M-33a0A 1VM31V1 � w s y� .Y�3•k' Anchors b SM I Holdownr i `�EEREp Cs This product is preferable to similar connectors because of ` a)easier installation,b)higher loads,c)lower Installed cost, LU or a combination of these features. Post size by 7 ,64....•'•• o m Designer The HDU series of holdowns combine the advantages of low o m deflection and high capacity from the pre-deflected geometry with the ease of installation-of Simpson's patented SDS screws. — o HDU SPECIAL FEATURES: Pilot Holes for 4. 4 w •Pre-deflected body virtually eliminates deflection due Manufacturing to material stretch. purposes o Pressure-treated (Fastener " { barrier may be •Uses SDS screws which install easily,reduces fastener slip, I not required) m H required and provides a greater net section area of the post c compared to bolts. •SDS 1/4°x2Yz°screws are supplied with the holdowns. (Lag screws will not achieve the same load.)This ensures the of proper fasteners are used and is convenient for the installer. . •No stud bolts to countersink at openings. 4, - MATERIAL:See table. FINISH:Galvanized E °° • .P°b. INSTALLATION: „ o' •Use all specified fasteners.See General Notes. g i -Place the HDU over the anchor bolt. Vertical HDU Installation •No additional washer required. HDU may be installed raised off •To tie double 2x members together,the Designer must determine HDU the sill plate with no increase in the fasteners required to bind the members to act as one unit deflection values(see note 7). without splitting the wood.See page 20 for more information. •See SSTB Anchor Bolts on page 33-34 for anchorage options. For holdowns,per ASTM test standards,anchor bolt nut should be •Refer to technical bulletin T-ANCHORSPEC for post-installed finger-tight plus 1/3 to 1/2 turn with a hand wrench,with consideration anchorage solutions(seepage 199 for details). given to possible future wood shrinkage.Care should be taken to not CODES:See page 12 for Code Listing Key Chart. over-torque the nut.Impact wrenches should not be used. I Dimensions - ..Fasteners._.,_.Y_ __-_.Allowable Tension Loads Model Ga u Holdown.Deflection de No. ighest�iil W H --- Bolt"B q ..of SDS Design Ref. ° u {133/16.0) :: 133/160) 9n Load._-._ HDU2-SDS2.5 14 3 811/is 1 31/4 11/, 5/e 6 2 225 2260 0.017 HDU4-SDS2.5 14 3 1015/16 3Y4 11/4 % 10 4190 3600 0.049 HDU5-SDS2.5 14 3 133/,s 3Y4 11/4 % 14 5430 4670 0.061 146,160 HDU8-SDS2.5 10 3 165/s 31/z 11/4=•--..a� _'20—�^'8351j�- 7180" 0.037'7 0 HDUII-SDS2.5_ 10 3.. 22Y4 31h 11/a 1.._..,.. 30 11275 9695 0.040 N W 1.Allowable loads have been increased for earthquake or wind load durations with S.Deflection at Highest Allowable Design Load: z no further increase allowed;reduce where other load durations govern. The deflection of a holdown measured between the a 2.Loads are based on static tests on wood posts,limited by the lowest of 0.125' anchor bolt and the strap portion of the holdown z deflection,lowest test ultimate divided by 3 or the calculated values of the when loaded to the highest allowable load listed SDS 1/4 x21h'screws. in the catalog table.This movement is strictly due Q 3.The Designer must specify anchor bolt type,length and embedment. to the holdown deformation under a static load 4.When using structural composite lumber columns screws must be applied to test conducted on a wood jig. the wide face of the column. 9.Tabulated loads may be doubled when the HDU is 5.Post design shall be by Designer, installed on both sides of the wood member provided 6.SDS screws install best with a law speed th°right angle drill with a W hex head driver. either the post Is large enough or the holdowns are .7.Deflection values are valid for holdowns flush and raised off of sill plate. offset to eliminate screw interferences. y Refer to note q,page 14 for Installation instructions of raised holdowns. h a h $ 1 Anchor'TiedDwn Systems N n 0 The Anchor.Tiedown System(ATS)is a method for anchoring shearwalls in mid-rise wood frame construction to resist large uplift forces in stacked shearwall systems caused by earthquakes and high winds.The revolutionary ATS method restrains overturning forces through bearing plates and Simpson Strong-Rod providing a high capacity restraint system far exceeding the capacity of traditional holdowns.The patented ATS also offers Take-up Devices to compensate for wood shrinkage and settling common in mid-rise construction. For design information request C-ATS or visit www.stronatie.com. I Free ATS Selector ::�: I Software available t' t:,.,;.r 35 339,L ��� ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 1-30 ��� Application# Health Division (� o duos GSA 0 Conservation Division Ggle G� (�dCs� Permit# Tax Collector lei Date Issued — J 60 Treasurer AP 1< Z0 ( O'er l Application Fee ��� �I door roo� Planning Dept. 'ic� Permit Fee Date Definitive Plan Approved by Planning Board Vp `� Historic-OKH Preservation/Hyannis UAL (�i�cSk�1A Project Street Address Z -Fif 7- Village (, 4>71`t� Owner o A,,4_ N C3/J Address Telephone Permit Request //,� o GL a C� S%•#l«. Zj o-r 7_ 4ZA) � Square feet: 1st floor:existing 7 proposed 2nd floor:existing proposed Total newT -C4Zoning District Flood Plain Groundwater Overlay Project Valuation 00 Construction Type Lot Size Zo . 00 0 S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes" 0 No._,- Basement Typ04Full ❑Crawl ❑Walkout ❑Other s �- �)//� XZN „t, Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) SP3 Number of Baths: Full:existing —3 new Half:existing new cn Number of Bedrooms: existing new Total Room Count(not including baths):existing _ new First Floor Room Count Heat Type and Fuel: ❑Gas DOI ❑Electric ❑Other Central Air: ❑Yes YNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes WNo Detached garage:0 existing �4 new size�� Pool:O existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial 0 Yes UkNo If yes, site plan review# .Current Use Proposed Use ST,0 fF BUILDER INFORMATION Name Jed. Telephone Number Address l� r P� !� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY U PERMIT NO. , A - r DATE ISSUED t MAP/PARCEL NO. ADDRESS VILLAGE OWNER e DATE OF INSPECTION: FOUNDATION FRAME �!�� Q INSULATION� l 5 Z ' FIREPLACES - 4; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - I , 4 • RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 _ Residential Addition $50.00 ' Alterations/Renovations $50.00 Building Permit Amendment $25.0..0 FEE VALUE'WORKSHEET NEw JZMG SPACE 0- square feet x$96/sq.foot= x.0041- plus frombitroW app ALTERATIONS/RENOVATIONS OF EXISTING SPACE c square feet x$64/sq.foot 0 x.0041- plus frombelow(if applicable) GARAGES(attached&detached) ' /r . __square feet x$32/sq,ft.-`t o 5 - p x.0041-� ACCESSORY STRTJCTURE>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-S=e.as newbuilding permit: • _square feet x$96/sq.foot a x,0041- STAND ALONE PERMITS Open Porch x$30.00 (dumber) . Deck x$30.00- t �d (number) Fireplace/Chimney x 525.00 (number) Iaground Swimming Pool S60.00 Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 S 25057'40"E 100.00, — 10.3' 4'X 2'X 40'TRENCHES 20.0' 0 O o /i O c O n� � o 3 0 - __'____ 3 .o 0 0 ----- 10.3 N O �TO� No o. ADDITION � DECK � -311 0 w o C/� N EXISTING No DWELLING �o HSE.NO.137 z LOT 2 N 10,000 SF. S 2505740"E 100.00' PHEASANT LANE "I certify that the dwelling shown on PLOT PLAN OF LAND thisplanisasitactually e LOCATED IN ground CENTERVILLE,MASS. _ O PREPARED P RED FOR Z -CHARLES �,`I DON JONES date.July 14,20 cD SANICKl flood zone c[non ] 28065 DATE:JULY 1422005 SCALE: 1 11=3 O' pheasantln137 F '�fcIstER`�°4� CAPE & ISLANDS ENGINEERING �' L Ln"asp MASIIPEE,MASS. ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780:CMR Appendix J n Applicant Name: Site Address: 1?J� 1'l Applicant Address: City/Town: ceAj 12VV I c ce , Use Group: Date.of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.1b): Heating Degree Days (HDD65)from Table J5.2.1a: ;(For items d. through i.,fill in all values that apply from Table J5.2.Ib:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing% (100 x b—a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . Component Performance: "Manual Trade-Off' (Limited to wood or metal frarped buildings only) Climate Zone(from Figure J6.2.2) KZone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross.Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft, c. Glazing%(100 x b_a) —% ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' I Wall Floor I Basement Wall i Slab Perimeter,Depth 0.39' R-37 I R-13 I R-19 "R-10 I R-10,4 ft I Glazing Area may be either Rough Opening or Unit dimensions. z Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) {r�i_ rt�'.. ar". . . ... p�+��tggt°`�T' �'� .il(e�$.i e:ii .'•.glr Jill '' eii t�{(�� {{[���_�si dae'P. -- 7.80 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual TmdeOff Workshcet Perim q . Builder Name V Date Checked By Builder Address t Site Address 13-1 poleAsOrOAV�� �I a �� 12 Q13 014 Date Submitted By ' Phone • PROPOSED ' . REQUIRED . . Ceilines•Slcviichts and Floors Over Outside Air Required Insulation xh LttArca U-Valua tion R-Value U-Value UA (Table J6.22b) x Area UA Ceiling n ,r��S 6a`r .oZ•� 6 16.6 t (Table J6_?-7a) Floor Over Outside Air (i'abk J'622a) . fe /fl: :F.. . _. .. . � :ToWArea ' iFj�bft Walls.Wiii&o vs:iina Doors '+ Insulation xjlet Rcquircd Dcscri•Lion R--Value• U-Value Area r - •UA U-Value x Area VA 7 walls ( (Tabk J622b.c d) l r O I windows 3.4,. (NFRC orTablc Jl.5.3a) Doors. 1`f ' Z O fe (NFRC or Table J 133.b) . Sliding class Doors. -- .2[L //11 (NFRC orTablc 1133a) J T 4-0 ft= fe Total Ara Floors and Foundations Insulation tasulation R- x Arca or ' ° Required Description Depth Value U Valve Perimeter -UA U-Value x Area '°UA , Floor over Unconditional (rabic ft S J6.2.2c) W ,033 SC 1&4F Basemcnt wall (Table J62.21) ft' Unheated Slab ft (Table J622) in• Heated Slab (Table J6.21g)' in: I rar r men UA most Ne Iaa TOW (� � Twat 1 tka•or egwi to rotaa([erAar00 1Ceparlra+R UA Proposed UA ' at Required UA _31 Sw=,ett oreotnplim=The proposed WMag design tcd to L----+Adj&Wed d4e>Ar doc eau 1:roasrW w>*h the W&v pta+r;>r renrrorv. Requlrid VA card other eakutations submitted with the it appration j ia1c 7Ut i4 �31 F Z3LOS- Goor- 8arldax�Drsigner Company Name Darai .760-2 780 CMR-Sixth Edition. 21208 (Effective 3/1198) ti Town of Barnstable P�OftHE tp�O� Regulatory Services , ,. Thomas F.Geiler,Director Building Division °�fc NU't Tom Perryo Building Commissioner 200 Maih Street, Hyannis,MA 02601 www.town barnstable.ma.us Fax: 508-790-6230 dice: 508-862-4038 HOMEOWNER LICENSE EXEMPTION • Please Print DATE `U � c • •1oB LoenTlorr � / �er S village 'HOMEOWN -home phone# work phone# Sname CURRENT MALINGADDRESS: � A-5 wa MA- r� 3Z '� � zip code city/town state of six unitsor less and The current exemption for"homeownez a al extended hire I who does not possess a license,provnided that the owner acts as to allow homeowners.to engage an indi sot e_mLsor. 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 structu es 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 reons ble for all such work verformed under the building hermit. (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 Bamstable Building Department imp"' procedures and requirements and that he/she will comply with said procedures and re tr• Signature of H a Approvaf of Bolding 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 Cade states that: "pay homeowner performing work for wbich a building permit is required shall be exempt from the provisions of this seetion(Section 109.1.1-Licensing of constvction Supervisors);provided that if the homeowner engages a person(s)for biro to do such work,thafsuch Homeowner shall act as supervisor" Many homeowners who use this exemption are unaware that they are assuming the responsibilitiess of a supervisor(see.Appendix Q, Rules&Regulations for Licensing Construction Supervisors,ourction Board 2.15) caanot This ck of eed-agaiawareness st nthe licensed lts in person as iserioutwould with a licensedli y wheq the homeowner hires unlicensed persons.a visor is ultimately responsible. Supervisor. The homeowner acting as communities require,as part of the permit application, To ensure that the homeowner is fully aware of bis/her responsibilities,many that the homeowner certify that he/she understands the responsibilities of a supervisor, on the last page of this issue is a form cusently used by several towns. you may care t amend and adopt such a fmm/certification for use in your community- i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 113. 600 Washington Street Boston,MA 02111 '1M www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl Name (Business/organization/Individual): 3-0,AJ Address: £ A- % WA City/State/Zip: ��-�r�sa�����4A Phone#• So g W6 3 7 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 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet; t �• Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. JE .Building addition [No workers' comp.insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required-] officers have exercised their 3. I am a homeowner doing all work right of exemption per MGL l l.❑ 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' 13.❑ Other comp.insurance required.] *Any applicant that checks box#I 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 tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp..policy information. I am an employer that is providing workers'compensation insurance for my employees. Below.is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic. #: Expiration Date: Job Site Address: ✓ f Ar ' City/State/Zip: d Attach a copy of the workers' compensation policy diclaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500..00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains and pe Ities of perjury that the information provided above is true and correct. Si afore: �'�-- Dater Phone#: SoB� 710^ g'g Ojflcial 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#: i °FtHE)I, Town of Barnstable Regulatory Services r � '"? 18 Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us 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. Q Type of Work: Ai /u D 4/I+ V= Estimated Cost® Address of Work: J-7 �'�4✓Avt AAA � � C Owner's Name: ILd Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under$1,000 ❑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: Date Contractor Name Registration No. gz3o ' 1 Date Owner's Name QIorms:homeaffidav -NOV. 7.2005 • 5:47PM SHEPLEY SALES NO.794 P.2 TM BC CALCID 2003 DESIGN REPORT -US Monday,Nove Tiber 07,20051604 Double 1 3/4" X 11 718"VERSA,-IL,AM@)3100 SP File Name: D Jones Garsge,50C:FE01 Job Name: Don Jones Description:GARAGE DOOR HEADER Address: 137 Pheasant Way Specifier: City,State,Zip:Centerville,MA Designer. Joe Madera Customer, Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Mist: T ' 4 I _ -�—t— — - Standard+pad-40 psf I 10 psf Tributary 0-00-00 f34 S1 743 Ibs LI_ 743 ibs LL 1004 Ibs PL 1004lbs DL Total Horizontal Length-76.06.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Ttfib, Du►. S Standard Load Unf,Area. Left 00-00-00 16-08-00 Live 40 psf 01-00-00 100% Member Type; Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 Unf,Area Left 00-00-00 16.06-00 Live 30 psf 01.00-00 115% Left Cantilever, No Dead 15 psf 01-00.00 90% Right Cantilever. No 2 Unf.Area Left 00.00-00 16.06-00 live 20 psf 01.00.00 100% Dead 10 psf 01-00-00 90% Slope: 0112 3 Trapezoidal Left 0040-00 Live 0pif Na 100% Tributary: 01-00.00 08-05-00 Live 0 plf n/a 100% 0040.00 Dead 60 pif Na 90% 08-03-00 Dead 90 pIf nt� 90% 4 Trapezoidal Right 00.00.00 Live 0 pif n/a 100% Live Load: 40 pst 08-03-00 Live 0 plf .-nip 100% Pead Load: 10 psf 00-00�01) peed 60 pIf n/ll 90% Partition Load: 0 psf OU3-00 Dead 90 pif n/a 80% Duratipn: 100 Controls Summary Disotosure Control Type Value %Allowable Duration Load Case Span Location The eornpieteness and accuracy of Moment 7374 ft-Ips 30.1% 116% 3 1• Internal the input must be verified by anyone Nag,Moment 0 ft-lbs n/a 100% Who woyld rely on the oulput as End Shear 1549 Ibs 1sA% 115% 3 1• heft evidence of suitability for a Total Load Del. Ll537(0,369") 44.7% 3 1 Particular application, The output Live Load Defl. U1289(0.164") 27.9% 3 1 above Is based upon building Max Del, 0,369" 36.9%. 3 1 code-arc®pted design properties and analysis mothods. Inatallation Notes pf BOISE engineered wood Design meets Code minimum(1./240)Total load deflection criteria, products must be in accordance Design meets Code minimum(U360)Live load deflection oriteria, with the current Installation Guide Design meats arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1.1/21. To obtain an installation Guide or if Minimum bearing length for S1 is 1-10, you have any questions,please call Prltered/Displayed Horizontal Span Length(s)=Clear Span+112 min.end bearing+1i2 intermediate bearing (600)232.0788 before beginning product installation. SC CALCM,BC FFZAMER0,SCIO, BC RIM BOARDTa,BCOSS RIM BOAfZDTa,BOISE GLULAMTM, VERSA-LAMS,VERSA-RIMO, VERSAaM PLUS@, VERSA-STRAN13T", VERSA STUD®,ALLJOISTO and AJS'a are trademarks of Boise Cascade Corporation. Page 1 of 2 . y• 1`40V. 7.2005 5:47PM SHEPLEY SALES N0.794 P.3 ,3*w p BC CALCO 2003 [DESIGN REPORT- US Monday,Move m6ar07,Zoos 16:14 Double 1 314," X 11 7/8" VERSA-LAM® 3100 SP File Name: ti Jones_Garage,BCC:Fso1 Jop Name: Don Jones ,Description:GARAGE DOOR HEADER Address: 137 Pheasant way Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera CLPtomer: Cornpany: Shepley Wood Products Code reports: IGBO 5612,NER 629 Mlac Connection Diagram Consul project design professional of record or BOISE technical representative for connection design Member has no side load& Conneotors are;16d Sinker Nails d-IT a 'l 1 C s 1 • ". NOV. 7.2005 • 5:48PO. SHEPLEY SALES NO.794 P.4 i t^ BC CALCO 2003 DESIGN REPORTUS ivlonday,November 07,200518:14 ISIMle 11 718" 13CIM GOOs SP File Name: D Janes Garage.BCC:J01 ,lob Name: Don Jones Description:TYPICAL JOIST Address; 137 Phetissnt Way Specifier, City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports: NER$94,JCBO 5208 Mlsc: l -- J___ Standard Load`-aa ps(!}o p OC Spaelt191s �r ' L�.��i 80,1.314" 533 Ibs LL Ht, Itis L 533 L bs 133 iba DL 133 Ihs DL Total Horizontal Length-20.00.00 General Data Load Summary Version: US Imperiai ID Description Load Type Ref. Start End Type Value 00'3 Dur. S Standard Load Unf,Area Left 00-00-00 20-00-00 Live 40 psf 161' 100% Member Type: Joist Dead 10 psf 161, 909/9 Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever: No Control Type Value %Allommble Duration Load Case Span location lei Moment 3333 ft-Ibs 60.4°/a 100% 2 1 -Internal Slope., Neg.Moment 0 ft-iW Na 100% OC Spacing; End Reaction 667 ibs 54.4% 100% 2 1 �Left Repetitive: Yes Total Load De}I. V448(0.536") 53.6% 2 1 Construction Type:Glued Live Load Defl. U659(0.42911) 85,8% 2 1 Live Load; 40 sf Max Deft, 0.536" 534% 2 1 Dead Load; 10 psf Span I Depth 20.2 Na 1 Partition Load: 0 Psi Notes Duration: 100 Design meets Code minimum(L1240)Total load deflection criteria, Disclosure Design masts User specified(L/480)Live load deflection on aria. The completeness and accuracy Design meets arbitrary(1'^Maximum load deflection criteria, the input must es verified by anyone Minimum bearing length for 80 is 1-T4" Who would rely a the output by n Minimum bearing length for Bi is 1.3t4. evidence of suitability fora Entered0splayed Horizontal Span Length(s) Clear Span a 1/2 min,end bearing+112 intermediate bearing particular application. The output Above is based upon buiding code-acc®ptsd design properties and analysis methods, Installation of BOISE engineered wood products must be in accordance with the eyrrent installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation, 6C CALCO,BC FRAMFRV,Kle, SC RiM BOARD-, 6C OSB RIM 130ARD'M,BOISE GLULAMn+, VERSA-LAMi13),VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRANDIm, VERSA-STUDM,ALLJOISTOD and AJS'm are tra4emarics of Boise Cascade Corporation. Page 1 of 1 S 25057'40"E 100.00, ----- �'� 20.0' 4'X 2'X 40'TRENCHES 0 0 N EXISTING �o M FOUND. 0 0 00 � ADDITION DECK LI � C> � W � o N EXISTING c DWELLING HSE.NO.137 z - LOT 2 N 10,000 SF. 'i ll S 25057'40"E 100.00' PHEASANT LANE YA M on"I certify that thefoundationshown PLOT PLAN OF LAND this plan is as it act y LOCATED IN CENTERVILLE MASS. gr° �� OF �'����9, PREPARED FOR DON JONES a CtiAR ES date:Nov.23,2005 S2 085 t DATE:NOV.23,2005 SCALE:1"=3.0' flood zone c[non- I o CAPE & ISLANDS ENGINEERING pheasantln137 ss�p`�ISTERS MASHPEE,MASS. NAL LAND TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map )� Parcel f 3 d 7-� Permit# 5� i Health Division c �J �j Date Issued I - l � -ll Conservation Divisionor ' SEPTIC SYSTEM MUST BE ° Fee Tax Collector INSTALLED IN COMPLIANCE\h WITH TITLE 5 rE' Treasurer ® ENVIRONMENTAL CODE AND b 0 . U U Planning Dept. TOWN REOULATIOIbhecked in By fl Date Definitive Plan Approved by Planning Board -Approved By << 3 Historic-OKH Preservation/Hyannis � � ��.; _(Na n I' ` Project Street Address Village C4 A/`-� Owner 11IVA ICt jZ To 0<r Address 137 A f,,+suer C'�•✓ �-- Telephone � Wo— 37 Yho Permit Request 7-v �i /c� �� ��� 9�✓' �(�' ,�G� �� &fA T Square f : 1st floor: existing proposed 2nd floor: existing 700 proposed Total new Valuatior : ® V Zoning District Flood Plain Groundwater Overlay -� :_ � 9 Y Construction Type woad C-oo"ar ,jot Size _/, 000 �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. bwelling Type: Single Family` Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes Cl No Basement Type: XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) S.2-7 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 .3 Heat Type and Fuel: ❑Gas )JOil ❑ Electric ❑Other Central Air: ❑Yes ;4No Fireplaces: Existing f S New Existing wood/coal stove: ❑Yes Nlo Detached garage:❑existing )new sizelo Y% 1 Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ cif 1 Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use S "L,4a Gyo� s'��'.- V— � BUILDER INFORMATION Name A d jr AA Telephone Number � CJsS— ?Go-374 4" Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOi9�' SIGNATURE DATE `1 FOR OFFICIAL USE ONLY ' PERMIT NO. DATE ISSUED MAP/PARCEL NO. • r t ' r ADDRESS VILLAGE t' OWNER ' DATE OF INSPECTION:' FOUNDATION m 1<3� .FRAME INSULATION FIREPLACE :2 r "7 I ELECTRICAL: � 'ROUGH • FINAL m PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ` FINAL BUILDING ` DATE CLOSED OUT J i ASSOCIATION PLAN NO. ' { RESIDENTIAL BUILDING PERMIT 'ES APPLICATION FEE ► New Buildings $100.00 , Residential Addition $50.00 - AlterationslRcnovations $50.00 Building Permit Amendment $25.0.0 FEE VALUE WORKSHEET NEtiV LIVING SPACE _ square feet x$961sq.foot Phu fromeow lip -s AI,TER.A,TIONSaUNOVATIONS OF EXIS'TIl�TG SPACE square feet x$64/sq.foot, x.0041 _ plus frombelow(if applicable) GARAGES(attached&detachtd) / �Q square feet x$32/sq.ft._4 0 5 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-Semass newbuilding permit: square feet x S96/sq.foot= x.0 _ ;- STAND ALONE PERMITS Open Porch x$30.00= (number) Deck �_x$30.00= (number) gireplace/Chimney _x$25.00= (number) Inground SwImmingPool $60.00 ; Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) permit 'ee 9 ,3 to Proicost S 25057'40"E 100.00' - - - -� 20.0' k103 4'X 2'X 40'TRENCHES toC-i. o 0 0 o FUTURE--�---- 10.3' �_, N AMMON DECK 0 0 w 0 �~ - .o 0 EXISTING o DWELLING V . HSE.NO.137 z LOT 2 N 10,000 SF. N N � _ S 25057'40"E 100.00' PHEASANT LANE "I certify that the dwelling shown on PLOT PLAN OF LAND thisplan is as itactually i .-- e - LOCATED IN ground " '�y o� .?. CENTERVILLE,MASS. .� PREPARED FOR z _CHAR .) %, DON JONES SANICKI date.July14,20 " 2808b flood zone c[non ] DATE:JULY 14,2005 SCALE:1"=30' pheasandn13.7 F �ECIMR�° CAPE & ISLANDS ENGINEERING �'�L �ANos� MASHPEE,MI4SS. 1 ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780,CMR Appendix J .. Applicant Name: Site Address: l (" ,'nn Applicant Address: City/Town: cc I&VU l cc.e , Use Group: Date.of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.1b): Heating Degree Days (HDD65) from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing% (100 x b-a) % h. Basement wall R- d. Glazing U-value ' U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, (and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c. Glazing% (100 x b_a) % ❑ ADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J 1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet f. Permit# Builder Name Date ' Checked By Builder Address 7 r?rk Site Address 13-1 �� �L—'X�r?�fZ�IC[t' Zone*(12 013 ❑14 Date Submitted By Phone x PROPOSED REQUIRED ; Ceilintrs'Sk_yii�hts and Floors Over Outside Air Rcqu'ucd Insulation x hLq Area U-Value beseription R-Value U-Value j UA (Table J6.?2h) /x'Area UA Ceilin(Tabl J6 Z Za,D ' C J5 fLJQ`l --- Zl.�, .��.� l�l 6 !6,G Floor Over Outside Air (fabk J6234 1e ••Tots!Area 6�tp Walls.Windows:and Doors ._--" Inatlatton x Net Req Dcscri�Lion R-Value U-Value Area Y- UA U-Value x Area 'UA waits 7 (fabk J622b.c d) a o G 33� G f I Z. Windows _. 2 ft' (NFRCor Table Ji.S.3a1 a J� Q Doors. I Z ---' (Ni•-RC orTable J1.5.3b) Sliding Glass Doors. 3 L1' R _" (NFRC orTable J1.5.3a) . ter fl Total Area Floors and Foundations Insuladoa lasutwon R- x Area or "Required Description Depth Value U-Value Peritneter -UA U-Va`lue x Area "tiA Floor Over Uncoaditioacd (Table 2� ,0 33 S�� 18:�f •o J S�O Sp2m J6.2.20 Basanatt Will ` (Table J62.2Q ftr Uabatcd Stab fl (fable J622 ) in. Heated Slab (fable J6.2.20 rod Proposed UA not Ve leta mitt! l TOW *as or eqW to:Drat(�wAOW 4 gefWred W Proposed UA OR Rtgtturd UA ` •�� Sw==t of compliw=Tire proposed WZn design tW=%tcd is �-- Adjusted dies, i dies,dwoweras Is ronrWenf erred:the bK4A PAM V"r4 Worry- i arrd other eilcularions submitted with the it Marion Rtgrtlrtid VA i�11c C�ot� 7U1i 9i4 1Cw BarJldalDcsJgner company Name Date 760.22 780 CMR-Sixth Edition. 2120/98 (Effective 3/l/98) i Town of Barnstable P� oT Regulatory Services �. Thomas F.Geiler,Director s6�g• ♦� Building Division Tom Perry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.town barnstable.ma.us Tice- 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print j DATE _ C. ' -70B LOCATION. e 1; 7— village `HOMHOWNER , 1, home phone# work phone# name CURRENT MAMING ADDRESS: �� � � 9 ' Z city/towm state zip code The current exemption for"homeowners"was extended to include owner-occupied dwelhW_S 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 supervisor. DEFINITION OF HOMEOWNER Persons)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 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 re onsible 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 MininpQprocedures and requirements and that he/she will comply with said procedures and re SignatuHut Approval of Bwlding 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 ERE1vIPTION The Code states that: "Any homeowner performm$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,thIsuch Homeowmer shall act as supervisor." Many homeowners who use this o wmption are unaware that they an assuming the responsibilities of a supervisor(see.App e Rules&Regolations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,Particularly when the homcowaer hires unlicensed persons. In thus case,our Board.czmot proceed against the unlicensed person as itwould 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 n�page of this issue is a form currently used by use in our tY orm/certification for u y amend and ado pt several towns. You may cant . r1•fnrrnc•hermCexCIDDL r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Ww».mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. Applicant Information _ Please Print Legibly Name (Business/Organization/Individual): Address: £A A- v' WA City/State/Zip: �G,�1�StL!//��4' �9 Phone#: Sodd 37 Are employer?an ou Check the�appropriate box: � Type of project(required): Y 1.❑ 1 am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).*, have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ Remodeling ship and have no employees These sub-contractors have J 8. 0 Demolition working for me in any capacity. workers' comp. insurance. 9. '.Building addition [No workers' comp. insurance 5.,❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3. I am a homeowner doing all work. right of exemption per MGL ' 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.❑ Other 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 tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below,is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 7 A �'4' City/State/Zip: Attach a copy of the workers' compensation policy d1claration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains andpe alties ofperjury that the information provided above is true and correct Si afore: (/'^•�_ Date: Phone#: Sod- 7 9e-- 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. 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_ f a deceased employer,or the receiver or ee�of an individual,partnership, association or other legal entity;mpl ying employees. However the owner of a dw lin'g house having not more than three apartments and who resides th ein, or the occupant of the dwelling house another who employs persons to do maintenance,construction or r air work on such dwelling house or on the grounds building appurtenant thereto shall not because Jae plo trbe,deemed to be an employer." MGL chapter 152, §2 (6)also states that"every state or local licency all withhold the issuance or renewal of a license or', ermit to operate a business or to constrings i the commonwealth forany applicant who has not p; duced acceptable evidence of compliathe' surance coverage required." Additionally,MGL chapter 52, §25C(7)states"Neither the comm no any of its political subdivisions shall enter into any contract for tl< erformance ofpublic work until accvi ence of compliance with the insurance .req,.urementsofthischapter h e been presented to the contracting Applicants Please fill out the workers' comp, sation affidavit completely,by chec ' g the boxes that apply to your situation and,if necessary,supply sub.contractor(s)y ame(s), address(es) and phone n er(s)along with their certificate(s)of insurance. Limited Liability Comp ` es(LLC)or Limited Liability Pa erships(LLP)with no employees other than the members or partners, are not requiredtto carry workers' compensatio insurance. If an LLC or LLP does have employees,a policy is required. Be a sed that this affidavit may a submitted to the Department of Industrial Accidents for confirmation of msuranc coverage. Also be sure sign and date the affidavit. The affidavit should be returned to the city or town that the ap lication for the permi or license is being requested, not the Department of Industrial Accidents. Should you have an :questions regar ' the law or if you are required to obtain a workers' compensation policy,please call the Dep ent at the n r listed below. Self-insured companies should enter their self-insurance license number on the apDrop 'ate line. City or Town Officials Please be sure that the affidavit is complete and riot legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the ce of Investigations has to contact you regarding the applicant. Please be sure to fill in the permivlicense number Bch will be used as a reference number. In addition, an applicant that must submit multiple permivlicense applicati in ny given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job ite d`dress"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been o cially to ed or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on fil for fir e p mots or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obta' g a licens or ermit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves et .)said person 's OT required to complete this affidavit. The Office of Investigations would like to ank you in advan r your cooperation and should you have any questions, please do not hesitate to give us.a call. The Department's address,telephone an fax number: e Commonwealth of\Acc , Department of IndustrOffice of Investi 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia °FZHET°r, Town of Barnstable Regulatory Services Thomas F.Geller,Director Mass. 169�►`0�' Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 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 adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: l,)` .4- j0a,e: I- Estimated Cost 030 � [ �— Address of Work: Owner's Name: A b -�j Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []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: Date Contractor Name Registration No. i 12,3o ' � Date Owner's Name Qlmns:homeaffidav -NOV. 7.2005 5:47PM SHEPLEY SALES NO.794 P.2 ®Nam, SC CARCO 2003 DESIGN REPORT-US Monday,November 07,200516:14 Double 1 3/4" x 11 718" VERSA-LAM@ 3100 SP File Name; D Jones Garag®,BCC:F601 Job Name, Don Jones Description:GARAGE DOOR HEADER Address; 137 Pheasant Way Specifier: City,Stake,Zip:Centerville,MA Designer. Jos Madera Customer: company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: IT Standard Load-40 psf 110 psf TObutary 01-00.00 BO l31 743 Ibs LL 743 lbs LL 1004 Ibs pL 1004 Ibs D:. Total Horizontal Length-,i6.06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start band Type Value Tdib, Dur. S Standard Load Unf,Area. Left 00-00-00 1""0 Live 40 psf 01_00_00 1000/6 Member Type; Floor Seam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 Unf.Area Left 00-00-00 16.05-00 Live 30 psf 01.00-00 115% Left Cantilever: No Dead 15 psf 01.00.00 900/0 Right Cantilever: No 2 Unf.Area Left 00.00.00 16.OMO Live 20 psf 01.00-00 100% Dead 10 psf 01-00-00 90% Slope: 0112 3 Trapezoidal Left 00.00-00 Live 0plf Na, IDO% Tributary: 01-00-00 08.03-00 Live O plf n1a 100% 00.00-00 Dead 60 pff n/a 90% 08-03-00 Dead 90 plf n/p 90% 4Trapezoidal Right 00.00-00 Live 0 pff n/a 100% Live Load, 40 psf 08-03-00 Live 0 plf Np 100% Dead Load: 10 psf 00-00-00 Dead 60 PW n/R 90% Paiitlion Load: 0 psf 06-03-00 Dead 90 pff nip 60% Duration: 100 Controls Summary Disolosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Moment 7374 ft-Ins 30.1% 115% 3 1• Internal the input must be verified by anyone Neg.Moment 0 ft-lbs n/a 100% Who would rely on the oulput as End Shear 1549 Ibs 10,8°/0 115% 3 1- Left evidence of suitability fcr a Total Load Del, L/537(0.369") 44.7% 3 1 particular application. The output Live Load Defl. U1289(0.154") 27.9% 3 1 above Is based upon building Max Deft. 0,369" 36.9%. 3 1 code-accepted design properties and apalysis methods. Installation Notes of BOISE engineered wood Design meets Code minimum(L/240)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Design meats arbitrary(1")Maximum land deflection criteria. and the applicable building codes. Minimum bearing length for 80 is 1-1/211. To obtain an Installation Guide or if Minimum bearing length for S1 is 1-112". you have any questions,please call Entered/D;splayed Horizontal Span Lengt1hi(s)=Clear Span+112 min.and bearing+112 Intermediate bearing (800)232-0788 before beginning product installatial, SC CALCM,SC FfZAMERO,SCIO, SC RIM BOARDYM, BC OSB RIM BOARDTM, BOISE GLULAMTM, VERSA-LAMS,VERSA-RIMO, VERSA-RIM PLUS®, VERSA-STRANDT", VERSA STUDO,ALLJOISTe and AJS'M are trademarks of Boise Cascade Corporation. Page 1 of 2 • NOV. 7.2005 � 5:47PM SHEPLEY SALES N0.794 P.3 M BC CALCO 2003 DESIGN REPORT- US Monlay,Noventber07,2o0516:14 Double 1 314" X 11 7/8" VERSA-LAND 3100 SP File Name: D Jones„Garage,BCC:F601 Job Name: Don Jones Description:GARAGE DOOR HEADER Address: 137 Pheasant Way Specifier: City,State,Zip:Centerville,MA Designer: Joe Madera Cystomer'. Company: Shepley Wood Products Cods repgrW 1CBO 5612,NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side Icads. Connectors are;16d Sinker Neils In 3.. c=4" a 0 1 0 NOV. 7.2005 5:48PH SHEPL.EY SALES NO.794 P.4 I3C CAME)2003 DESIGN REPORT - US Monday,November 07,200516:14 Single 11 7I8" 5CI(E)600E SP File Name: D Jones_Garage,eCC:J01 Job Name: Don Jones Description:TYPICAL JOIST Address; 137 Pheasant Way Specifier, City,State,Zip:Centerville,MA Resigner: Joe Madera Customer: Company: Shap!ey Wood Products Code reports: NER 594,ICBC 5208 Misr.: sl dean q toad as psf 1,10 psf UC Spacing BO, 1-3/4' 533[be LL 91; lbs L 33 L bs 133 Ipa Dt_ 133 Ibs DL Total Horizontal Length-20-00.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value t]I.S Dur. IS Standard Load Unf,Area Left 00-00-00 20-00-00 Live 40 psf 16" 100% MemberTfpe: Foist Dead 10 psf .161, 900/0 Number of Spans: 1 Left Cantilever. No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span location Slope 0/12 Moment 3333 ft-lbs 60.414 100% 2 1 -Internal OC Spacing; 16" Neg.Moment 0 ft-lps nia 100% End Reaction 667 Ibs 54,4/0 100% 2 1 -Left Repatitive: Yes Total Load Deft. L1448(0.536") 53,5% 2 1 Construction Type:Glued Live Load Deft. U559(0.42911) 8518% 2 1 Live toad; 4tl sf Max Defl• 0.536" 5$.t % 2 1 p Span/Depth 20.2 n/a 1 Dead Load: 10 psf Partition Load: 0 pat (Notes Duration: 100 Design meets Code fnin;mum(Q240)Total load deflection criteria. Disclosure Design meats User specified(L/480)Live load defection criteria, Design meets arbi"(1")Maximum load deflection criteria, The completeness and accuracy of the input must be verified by anyone Minimum bearing length for 60 is 13/4". who would rely en the output as Minimum bearing length for Bi Is 1.3l4 . Entered/Displayed Horizontal Span Length(a) Clear Span 4-1/2 min,end bearing+112 intermediate bearing evidence of suitability fr or a particulAr application. The output above is based upon building code-accepted design properties and analysis methods, Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicaple building Bodes. To obtain an Installation Guide or if you have any questions,please call (8001,232-0788 before beginning product installation, 6C CALCO,BC FRAMERG, BCfO, BC RIM BOARD-,SC 088 RIM BOARA'"r,BOISE GLULAMT4, VERSA-LAM0,VERSA-RIMO, VERSA-RIM PLUSe, VERSA-STRAND'^°, VERSA-STLIDID,ALLJOIST0 and AJSN are tra4emarits of Boise Cascade Corporation. Page 1 of 1 rgov. e.2005 6:04PM SHEPLEY SALES N0.885 P.' 216 Thomton Drive Hyannis, MA. 02601 e • s • � Phone: (508) 862-6240Ov, o . Fax. (508) 862-6035 �o. Jack Mtzgerald From Naomi Fax: a 08-790-6230 Cate: 11/8/05 Phone., Pa8®.so 10 Re: Don Tones BC calcs cc: ®u merit 0For Review t7please Comment L7Please Rsplyr ®Plaase Recycle IbCetmmentm Don Jones requested that I fax these BC calcs to you for liis Garage on 137 Pfwasant Way in Centerville.Please call u7ith any questions. Thank You! NOV. 8.2005 ' 6:04Ph1 SHEPLE`( SALES 1`10.885 P.c BC CAME)2003 DESIGN DEPORT-US Tuesday, NovemberCS,200512:88 Triple 1 3/411 x 2411 VERSA-LA WE)3100 SP File Name; D Jones_Garege.BCC;RB01 Job Name: Don Jones Description:RIDGE Address: 137 Phesselit Way Specifier: City,State,Zip_Centerville,MA Designer: Joe Madera Customer; Company, Shepley Wood Products Coda reports: ICBO 5512,NER 629 Misc: 10 —_1 )standard toad-30 asf 11$psf Tributary 1a-00-001 SO B1 4800 Ibs LL 4800 Ibs LL 2967 Ibs DL 2967 Ib3 DL Total Horizontal Length-32-00-00 General Data Load Summary Version: US imperial ID Description Load Type Ref. Start End Type Value Tirlb. Dur, S Standa d Load Unf,Area Left 00.00-00 32-00.00 Live 30 psf 10.00-00 115% Number rber of Spans �Roof Beam Dead 15 psf 1t1.00-00 90% Num Left Cantilever: Nu Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 62136 ft-Ibs 44_t3°/a 115% 2 1 Interne{ Slope; 0/12 Neg, Moment 0 ft-lbs n/a 100% Tributary: 1 mom End Shear 6796 Ibs 24,3% 115% 2 1,.Left Total Load Deft, tJ406(0.947") 44.4% 2 1 Live Load pet?, L1656(0.585") 36.6% 2 Live Load: 30 psf Max Dail. 0.947" 94.7% 2 1 Dead Load: 15 psf Notes Partition.Load: 0 psf Design meets Code minimum(L/190)Total load deflection critera. Duration: 115 Design meets C040 Minimum(Ll240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Mlnlmurn bearing!ength for 80 is 1-31411. The completeness arid accuracy of Minimum bearin3 length for B1 is 1-314". the Input must be verified by anyone Member Slope?0,consider drainage. Who Would rely on the output as Enteredlbisplayed Horizontal Span Lengths)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. Thu output Connection Diagram above is teased upon puilding Consult project desigq professional of record or BOISE technical representative for connection di?sign code-accepted design properties Nailing schedule applies to both sides of the member. and analysis methods. Installation Member has no side loads, of 601$F-enginSered wood products must be In accordance Connectors arw 16d Sinker Nails with, the current Installation Guide and the applicable building codes. _ „ To obtain an Installation Guide or if p a 3„ d i you have any questions,please calf c_ .._.._._-.-•—-._.—. _ c.5,t —._... ► �...,w,..l (800)232-0786 before beginning d a 12" i • 1 ° product installation, e=311 c -. SC CALCS, BC FRAMERO, BC18, 6C RIM SCARDW,50 OS6 RIM SOARQV,BOISB GLULAM'rn+, ;. VERSA-LAMS,VERSA-RIMS, 7-4- ., � • .'; VERSA-RIM PL,1.1S(& � � 1 VERSA-STRAN074, VERSA-STUPO,ALLJOISTO and r b.i AJSYm are trademarks of Boise Cascade Corporation.. page 1 of 1 NOV. 8.2005 • 6:04Ph1 SHEPLEY SALES NO.ee5 P.3...-._�` W W 8C CALC4 2003 DESIGN REPORT - Us Tuesday NovUmber 08,2005 12:58 Triple 1 3/4" x 16" VERSA-LAM(g)3100 SP File Name_ Q Jones_Garage,BCC:F801 Job Name: Don Jones Dascrlption:GARAGE DOOR HEADER Address; 137 Pheasant Way Specifier: City,State,zip,Centerville,MA Designer: Joe Madera Customer. Company: Shepley Wood Products Code reports: ICE30 55^2 NER 629 Misc: 3— 4 T- 7 T 'Stan dard Load 4ops111,0 AIL 80 3143 Ibs LL 61 2586 Ibs DL 3143 Ips!t-L 258e 106 DL Total Horizontal Length-16.06.00 General Data Load Summary Version; US imperial ID Descripticll Load Type Ref. Start End Type Value Trib, Our, S Standard Load Unf.Area Left 00-00-00 16-06-00 Live 40 psf 01-00-00 100°/a Member hype: Flaor.6eafn Dead 10 paf 01.00-00 90,J Number of Spans., 1 1 Unf,Area Left 00-00-00 16.06-00 Live 30 paf 01.00-00 115% Left Cantilever, No Dead 15 psf 0 i-00,00 90% Fight Cantilever; No 2 Unf.Area Left 00-00-00 16-06-00 Live 20 sf 0 - o p 1 00-00 100/� Dead 10 paf 01.00.0o 00% Slope, 0/12 3 Trapezoidal left 00-00-00 Live 0 plf No 100% Tributary; 01-OQ•00 08-03-00, Live q plf Na 100% 00-0C-CO bead 60 Of n"o 90°Jo 08.03-00 Dead 90 plf nAr 90% 4 Trapezoidal Right 00-00-00 Live 0 plf N4i 100% Live Load: 40 psf 06-03-00 Llve 0 off No 10011A Dead Load: 10 psf 00.00.00 Dead 60 plf Nil 90% Partition Load: 0 psi 08.03-00 Dead 90 plf Nil so% Duration: 100 6 Cone,Pt. left 08.03.00 08-03-00 Live 4800 lbs n/41 1150/0 Disciosaure Dead 29671bs n4i 900/0 The completeness and accuracy of Controls Summary the input must be verified by anyone Control Type Value %Allowable Duration Load Case Spion Location who would rely on the output as Moment 39816 ft-Ibs 61.8% 116% 3 1 -inkernel evidence of suitability for a Nee,Moment 0 11-lbs n/a 100% particular application. The output End Shear 5444 lbs 29.2% 115% 3 1.-left above is based upon building Total Load Deft. LJ434(0.4561-) 55.3% 3 1 code-accepted design properties Live Load Defl. U768(0.258") 47.0% 3 1 and analysis methods, installation Max Dsfl. 0.456" 45.6% 3 1 of 801SF engineered wood products Must be in accordance Notes with the current Instailabon Guide Design sleets Code minirirym 0240)Total load deflection criteria. and the applicable building codes. Design meets Code minimum(W360)Live load deffection criteria. To obtain an Installation Guide or if' Design meets arbitrary(111)Maximum load deflection criteria. you have any questions,please call Minimum bearing length for So is 1-1/211. (800)232-0768 before beginning Minimum bearing length for 131 is 1-1/211. product installation. Enterad/Dlsprayed Horizontal Span Length(,.)=Clear Span+112 min.end bearing+1/2 intermedlete bearing BC CALCO,BC FRAMERO,806, SC RIM SOARD*"",BC OSE RIM BOARD,BOISE GLULAM-rm VERSA-LAMS,VERSA-RIMO, VERSA-RIM PLUSO, VERSA-STRAND*M, VERSA-STUDS,ALUOISTO and AJSTM are tradem0a of Boise Cascade Corporation.' Page 1 of 2 I f Nov. e.2©l;5 5:oSPM SHEPLEY SALES _�-- "' BC CiALCU 2003 MIGN REPORT m US Tuesday,Noe'®tuber 08,21105 12:58 Triple 1 314" x 16"VERSA•I-AMO)3100 SP File Name: D Jonas_Garage.BCC:F801 Job Name; Dort Jones Description:GARAGE;DOOR HEADER 137 Pheasant Way Specifier: City State,Zip;Centerville,MA. [)eslgner, Jae Madera Coode r rep Cd!mr: Company: Shepley Wood Products orts; ICBO 5512, NEB 629 Misc: Conn®ction Diagram Consult project design professlonai of record or SOISE technical representative for connection design Nailing schedule applies to both sides of the member: Meriber has no alde bads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a o 211 b=3" I—a 4-1 d 12" T-•• e J—L NOV. 8.2005 ' 6"05PM SHEPLEY SALES —NO.885`—_-'.5 BC CALL®2003 DESIGN REPORT US Tuestlay,Novernb®r08,2005 12:58 Double 131411 Don J x &1 718"VERSA-LAM(g)3'100 SP File Name: D Jones Garego.BCC:Fs02 Address: 137 pheasant Way Description: City,State,Zip:Centerville,MA Specifier: Customer. Designer: JOB Madera Code reports: ICSO 5512,NER B28 Company: Shepley Woad Products Misc: sfenderd 16id-40 par 1'lo psf Trfb�tary 70-00-00 50 $00 Ibs LL B1 223 Ibs DL 800 Ibs LL 223!bs DL Total Horizontal Length-04-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib, Dur, S Standard Load Unt Area Left 00.00-00 . 04.00-00 Live 40 psf 1(; 00-00 100% Number Sp Floor Beam Dead 10 psf 1Ci-00-00 90?%Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever; No Control Type Value %Allowable Duration Load Case Sparc Location Slope: 0112 Moment 1023 It-Ibs 4.8% 100% 2 1-Internal Tributary: 10.00.00 Neg.Moment 0 ft-ios n/a 100% End Shear 517 10s 6,4% 100%, 2 1 -Left Total Load Defl. U15911 (0.ao3^; 1.5% 2 1 Live Load Defl, U203E1 (0,002") 1.6% 2 1 Live Load; 40 psf Max Defl, 0.003" 0.3°,% 2 1 Dead Load: 10 psf Notes Du 1 Duration: 00 rtition Load; psf Design masts Code minirnurn(U240)ToW load deflection criteria, Du Design meets Code minimum(U360)Live load deflection criteria. Disclosure Cesign meets arbitrary(1")Maximurn load deflection criteria. The completeness and accuracy of Minimum bearing length for 00 is 1.11211, the input must be verified by anyone Minimum bearing length for 81 Is 1-1121% who would rely On the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min,end bearing+1/2 intermediate'bearing evidence of sultability fora Connection Diagramabov yisr application. The output Consult project design professional of record or BOISE technical re rese tative for connection design above is based upon building p n rods-accepted design,properties Member has no side lands, and analysis methods, Installation Connectors are:16d Sinker Nails of BOISE engineered wood Products must be in accordance wlt}f the current Installation Guide b 3W r�. d and the Applicable building codes. -• T--- TO obtain an Installation Guide or if c-4 a you have any questions,Please call d r 1`' i. (800)232.0788 before beginning product installation. I C BC CALCO, BC FRAMERlb,BCIa, I BC RIM BOARDTm BC OSb RIM SOARDT°,$OISE GLULAMTM, VERSA-LAMD,VERSA-RIMS, VERSA-RIM PLUSS, — -1- VERSA,STRANDTM, VERSA-STUDO,ALLJOWe and AJST"'are trademarks of Boise Cascade Corporation, Page 1 of 1 NOV. S.2005 -' E:05PN SHEPLEY SALES N0.885---P.6 BC CALC@ 2003 DESIGN REPORT , US Tuesday,Nov:mber 08,200512:56 [double 1 31411 x 11 7/8"VERSA-LA►NIM 3100 SP Fee Narns: D JonesGarage,l3CC:Feo3 Job Name: Don Jones _RACK Address: 137 Pheasant W Description,STAIRS• ay DeSpecifier City,Stste,Zip:Centerville,MA ti Designer, Joe MaderaCustomer, Company: Shepley Wood Products Cod®reports' ICSO 5612 NER 629 Misc: ---T- . — �_.... -T�andA%d LaaA-4e Psf 110 psi Tritutary o1-op,O'T' B0 870 Ibs LL R1 355 lbs DI_ 470 lbs LL 215 lbs OL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref, Start End Types Value TO, Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 01-00-00 100% MemberTyp®: Floor Beam bead 10 psf 01-00-00 90% Number of Spans: 1 1 Cone,Pt. Left 03-00-00 03-00-00 Live 800 lbs nht 100% Left Cantilever: No Dead 223.lbs nlli 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 01-00-00 Moment 3807 ft-lbs 17.9% 100% 2 1 -Internal Neg.Moment 0 ft-lbs Ale 100% End Shear 1264 Ibs 15.7% 1006/6 2 1 -Left Live Load: 40 psf Total Load 00, L11087(0.17 7') 22.1% 2 1 Dead Load: 10 psf Live Load Defl, U1527(0,1281) 23.6% 2 1 Partition Load: 0 psf Max Deli, 0.177" 17.7% 2 1 Duration, 100 Motes Disclosure Design meets Code minimum(Ll240)Total load deflection criteria, The completeness and accuracy of sign meets Code minimum(U360)Live Iead deflectlon criteria, the input must es verified by anyone design merits arbitrary(1 )Maximum load deflection Criteria. Who would rely a the Output as Minimum bearing length for So is 1.1/2N who w u of suitability fora Minimum bearing rerigth for 61 is 1-1/2". evidence application. The ouipyt Entered/Displayed Horizontal Span Length(s)r.Clear Span+1l2 min,and bearing+112 intermed ate bearing Parabove is based upon puilding Connection Diagram and analysis m design properties insult project design professional of record or BOISE technical representative for conn&ctlon de.5':gn and analysts methods, Installation Member has no side loads, p of!ducts engineered cod Concentrated loads are not conslderee in side load analysis, products must be in accordance wisp the current Instailatlor Guide Gonnectars are:16d Sinker Nails and the applicable building codes. To obtain an Installation Guide or I a o 211 you have any questions,please call b 3„ b d-- (800)232.0788 before beginning �- product Installation. d;42" B --s Bsv CAI-Co.SC FRAMER@,<3CI®, •' BC RIM BOARD►®" BC OSE RIM C ROARDT4,BOISE GLUI_AMTN, VERSA-44M9),VERSA-RIMS, VERSA-RIM PLUSID, VERSA STRANOTM, VERSA-STUDM,ALLJOISTO and _ AJSTs"are trademarks of Boise Cascade Corporation. Page 1 of 1 NOV. 8.2005 ' 6:86PM SHEPLEY SALES N0.685—_P.7 BC CALCO 2003 DESiGN REPORT e US Tuesday,Novembaro8,200512;5a Double 1 3/4"t x 11 718"VERSA-LAM®3100 SP Fife Name: D Jones_G Address: 137 Pheasant Way erago.BCC:F804 Jab Name: Dan Jonas description:STAIRS-UNDER PARTITION Specifier; City,State,Zip:Centerdille, MA Customer; Designer: Joe Madera Company: Shepley Wood Products Code reports: ICI30 5512, NER 629 Misc: St2�nderd L—ao0 f 10 PS r I �—� I -4 Pa I Tributary08-00-GG, ��� -i'1 BU 1600 ribs LL 81 458 Iles DL 18001Ds LL 458 Ibs DL Total Horizontal Length-10-00.0o General Data Load Summary Version: US Imperial Ip Description Load Type Ref, Start End Type Value Trib. Our. S Standard Load Unf.Area Left 00.00.00 10-00-00 Live 40 psf 0%-00-00 100% Member Type: Floor beam Number of Spans: 1 1 Road 10 psf 0e-00-00 90% Left Cantilever: No Controls Summary Right Cantilever, No Control Type Value %Allowable Duration Loan!Case Span Location Slope: 0/12 Moment 5146 ft-ibs 24,2% 100% 2 1 -Internal Tdtiutary: W00-00 Neg.Moment 0 ft Ibs n/a 100% End Shear 1651 Ibs 20.5% 100% 2 1 -Left Total Load Defl. U1265(0.0951i) 19.0% 2 1 Live Load Defl. U1628(0,074") 22,1% 2 1 Live Load: 40 psf Max DOE C.C95" 9.5% 2 1 Dead Load: 10 psf NotesDuration Partition Load: 0 psi Design meets Code minimum(L124o Total load deflection criteria, : 100 Design meets Code minimum(L1380)Live load deflection criteria, Disclosure Design meets arbitrary(1";Maximum load deflection criteria. The cornpleteness and sccurarry of Minimum bearing length for S0 is 1-1/2", the input Minimum bearing length for 81 is 1-1/21'. trust be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span*112 min.and bearing*112 intermed,ate bearing who would rely on the output as evidence of suitability for a Connection Diagram Particular application. The output above Is based upon building Consult project design professional of record or BOISE#ethnical representative for connection de sign code-accepted design properties Member has no side loads. and analysis methods. Installation of SOiSE engineered wood Connectors are: 16d Sinker Nails Products must be in accordance „ with the current Installation Guide b_3" bJ and the applicable building codes. „ To obtain an Installation Guide or if c=4 you have any questions,please:all d—12 �— (800)232.0788 before beginning product installation, C 010 CALC®,BC FRAMERS,SCIS 80 RIM BQARD"", tic ns13 RiM ' I BOARD TM,BOISE GLU LAMTM, 1" • VERSAAAMS,VERSA-RIMS, I. VERSA-RIM PLUS®, VERSA ST'RANDTm, VERSA-STUDS,ALLJOISTe and AJS'm are trademaft of Boise Cascade Corporation, , Page 1 of 1 i NOV. 8.2085� 6':06PM 'SHEPLEY SALES NO.885 P.8 —� E. BC CALC®2003 CESiGN REPORT - US Tuesday,Novi,mber 08,2005 12:58 Double 1 3/4" x 11 718"VERSA-LAWS) 3100 SR Fite Name: 0 jones�Garage.BCC: F805 Job Name, Don Jones Description:STAIRS 7 FRONT Address; 137 Pheasant Way Specifier. City,State,Zip:Centerville,MA Designer: Joe Madera Customer: Company: Shepley Wood Products Code reports; ICSO 5512, NER 629 Misc: Loud•4a Psf ;�_af Trlbutary a1.0a.oa L_ --� _�--i -_r—. sty 1660 lbs LL 61 563 lbs DL 720 Ibs LL 308 Ibs pL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial iD Description Load Type Ref. Start tend 'Type Value Trlb. Dur„ S Standard load Unf.Area Left 00.00-00 20-00.00 Live 40 psf 01.00.00 100% Member Type: Floor Beam Dead 10 psf 01.00-00 90% Number of Spans: 1 1 Cone. Pt, Left 04-00-00 04-00-00 Live 1600 Ibs n!;t 100% Left Cantilever. No Dead 458 Ibs n1?I 909'° Right Cantilever; No Slope: 0/12 Controls Summary ° Tributary; 01-00.00 Control Type Value /o Allowable Duration Load Casa Spin Location Moment 8560 ft-lbs 40.2% 100% 2 1 -Internal Nag,Moment 0 ft-lbs n(a 100% End Shear 2202 lbs 27.4% 100% 2 1 -Left Total Load Defl, U417(0,576°) 57.6% 2 Live!Road: 40 psf 1 Live Load Defl. L1573(0.419") 62.8% Dead Load: 10 psf 2 1 Partition Load: 0 psf Max Defl. 0.578°' S7.6% 2 1 Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. anyone the Input must be verified by an Design meets arbitrary(1 )Maximum load deflection criteria. who would rely a the output Minimum bearing length for 50 is 1-112 . a Minimum bearing length for 81 is 1-112"'. evidence of suitability for particular application. The output Entered/Displayed Horizontal Span Length(s) Clear Span 1/2 in. and bearing*1/2 intermed ate bearing above is based upon building Connection Diagrany and analysis m design properties Consult project design professional of record or BOISE technical representative for connection do4ign and analysis methods. Installation Member has no side loads, p of ductsBOIS engineered wood Concentrated loads are not considered In side load analysis, products must be in accordance with the current Installation Guide Connectors are: 16d Sinker Nails and the applicable building codes. To obtain an installation Guide or if yoq have any questions, please call W 2J,, b4 --d --k (800)232-0788 before beginning c=4" - plodUct instaliation. d 12°' 6C CALC®, SC FRAMER®, BCI®, 1 .+ SC RiM DQ6FfPThB1 130 OSB tilts C !';I SOARD"N,BOISE GLULAMT►", VERSA-LAMO,VERSA-RIMO, J VERSA-RIM PLUS®, t: .i VERSA-STRANDna • - -� VERSA-STUPO.,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation, Page 1 of.1 NOV. 8.2005 ' 6:06PN SHEPLE`i' SALES Nu.885 P.9 Do ® EC CALM 2003 DESIGN REPORT- US Tuesday,Novomber 08,200512:58 Single 1 1 7I0" BI~10 600s SP File Name: C Jones_Garage.BCC Job Name: Don Janes Description:TYPICAL JOIST Address: 137 Pheasant Way Specifier: City,State,ZIP:Centerville,MA Designer. Joe Madera Customer, Company; Shepley Wood Products Code reports: NER 594,ICRO$208 Misc: dnderd Load q0 Fgf 110 psf OC Spacing 1a'' E30,1-314" ®T,1.3JA° 533►bs L6 133 Ibs DL E33 Ibs LL 133 lbs DL Total Horizontal Length-20-00-00 General Data Load Summary Version; US Imperial ID Description Load Type Ref. Start End Type Value 01:5 Dur. S Standard Lead Unf,Area Leff 00-00-00 20.00-00 Live 40 psf 161' 100% Nurriber off Spans: 1 Nfember o Joist Dead .10 psf 16'' 90% p Left Cantilever. No Controls Summary Right Cantilever, No Control Type Value %Allowable Duration Load Case Sip pn Location Slope: Moment 3333 ft-Ibs 60A% 100% 2 1 -Internal QC Spacing: Q61 Neg.Moment 0 ft lbs We 100% Repetitive; 1 End Reaction 667 Ibs 84.4% 1001/0 2 1 -Left Construction Total Load Deft. V44e(0,636") 53.fi 1� 2 1 type;Glued Live Load Defl. V559(0.429) 85.8% 2 1 Live Load: 40 &f Max Deft' 0.536" 53,8% 2 1 Dead toad: 10 psf $pan/Depth 20.2 nla 1 Partition Load: 0 psf Notes Duration: 100 Dest9n meets Code minimum(U240)Total load deflection crltaria, Disclosure Design meets User specified(V480)Live load deflection Criteria. Dssiun meets arbitrary(1")Maximum load deflection criterla, The completeness and accuracy of the input must be verified by anyone M'nimum bearing length for BO is 1-3/4 . who would rely on the output as Minimum bearinq length for 131 is 1-i4". evidence of suitability for a Entered/uisplayed Horizontal Span Length(s) Clear Span t 1/2 min.end bearing t 1/2 intermadl2ts bearing particular application. The output above is eased ypon building code-accepted design properties and analysis methods. Installatlon of BOISE engineered wood products must be In accordance with the current lnetallation Guide and the applicsWe building codes, To obtain an Installation Guide or if you have any quastions,please call (E00)232.0788 before beginning product installation. SG CALCSI,BC FRAMERO,BCIS, BC RIM BOARDT10,BC GSp RIM BOARDW, BOISE GLULAMN, VERSAAAM5,VERSA-RIMS, VERSA-RIM PLUS►, VERSA-STRANDW, VERSA-STUDO,ALLJOISTO and AJSV are trademarks of Bolas Cascade Corporation, Pace 1 of 1 I� NOV. 8.2005 6:07PN SHEPL_EY SALES NO.885 P. 10 BC CALCO 2003 DESIGN REPORT - U$ Tuesday,Nov rmger06 2045 13;02 Double 1 3/4"x 9 1/y11 VERSA-LAMO 3100 SP File Name; D Jones Jo Garage.BCC:F606 Job Name: Don,cones Description: HEADER OVER SLIDER Address: 137 pheasant Way Specifier: City,State,Zip:Centerville,MA Designer; roe Madera Customer Company: Shepley Wood Products Code reports: ICSC 5512,NER 629 Misc: I Stancorl Load^40 111 pa f Tributary 01-00-150 ®0 1 930 Ibs LL 81 584 Ibs DL 930 Ibs LL S84lbs pL Total horizontal length-06-06-00 General Data Load Summary Version: US Imperial ID Description 404d Type Ref, Start End Type Value nib, Dur. S Standard Load Lint,Area Leff 00-00-00 C6-06-00 Live 40 psf 01-00-00 100`iG Member Type; Floor Seam Dead 10 psf 01.00-00 90% Left e ft Caa of Spans: 1 1 Trapezoidal Left 00.00.00 Live 0 plf nhi 90% L Ca No 03-03-00 Live 0 If nisi 90% Right Cantilever. No 00-00-00 Dead 60 olf N;i 90% Slope: 0112 2 CZ-03.00 Dead 120 plf n/Ii 90% Trapezoidal Right 00-00-00 L Trlbytery; 01.00-00 p 9 Live 0 plf n/oOo 90% 03-03�40 Live 0 p1f r;lil 909i1 00-00-00 Dead 60 plf nli, 90CA M-03-00 Dead 120 pff n121 90% 3 Coilc.Pt. Left 03-03-00 03-03-00 Live 1600 lbs n/ti 115% Live Load: 40 psf Dead Load: 10 psf Dead 458 Ibs nhl 90% Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Spin Location Moment 4185 ft-Ibs 26.1% 115% 3 1 -Intemal ` Disclosure Neg.Moment 0 ft•lbs n/a 100% The completeness and accuracy of End Shear 1417 Ibs 19.2% 118% 3 1 -Left the input must be verified by anyone Total Load Defl, U1462(0,05311) 16.4% 3 1 who would rely on the output as Live Load Defl. U2239(0.035'9 16.1% g t evidence of suitability fora Max Deft. 0.0@3" 5.3% 3 1 particular application_ The output above is based upon building Notes code-accepted design properties Design meets Code minimum(Lr240)Total load deflection criteria. and analysts methods. Installation Design meets Code minimum(L/360) Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(111)Maximum Toed deflection criteria. products must be in accordance Minimum bearing length for 80 is 1.112". with the current Installation Guide Minimum bearing length for 81 is 1-1/2". and the applicable building codes. Entered[Displayed Horizonfai Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain on Installation Guide or if you have any questions,please call Connection Diagram product installation, Lion, beginning Consult project design professional of record or BOISE technical representative for connection design product installation, Member has no side loads. h BC CALCO, SC FRAMER®,SCiC, Concentrated loads are not considered in side load analysis. 15C RiM 130ARb'n-,6C 0.55 RIM Connectors are:16d Sinker Nalls BOARD ,BOISE GLULAM , VER:AA AMS,VERSA-RIMS), VERSA-RIM PLUSS, b e 3„ „ I.b. _d VERSA-STRAND'v, r 2-3/4" VERSA-STUDS,ALL.101STO and c= a AJST'"are.trademarks of d=12" ---• Boise Cascade Corporation. Page 1 of 1 A ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780;CMR Appendix J . _ I Applicant Name: Site Address: 1 ' Applicant Address: City/Town: ceu I eay f ue Use Group: Date.of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.lb): Heating Degree Days (HDD6,) from Table J5.2.1a: ;(For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b=a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . V.Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) KZone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Yorksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating,score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft, c. Glazing%(100 x b_a) % ❑ ADDITION with Glazing% (c.) up to 40% may use 780 CMR Table J 1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor I Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 I R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition (greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) .. .. fig• ++�� 4 � .` 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS - r THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheer Perim N `r Builder Name -- Date Choked By Builder Address C. l3Z prfisA -r —,v �rcr� I {" Site Address Zone((12 013 ❑14 Date Submitted By Phone PROPOSED REQUIRED Ceilings:Skv)iihts;,and Floors Over Outside Air Rcquued lrrmlation x Nct Area U-Value Deseri don R-Value U-Value UA (Table J6.2.2h) /x'Area UA O rot ''. (Table6�a)D C? 35 60 Ceiling9� Z1.3 Z. 6 16.C3 Floor Ov«OuWdc Air R' (Fable 161?al . K Cl Z. S t .•Tonal Area Walls.Windows;and Doors kssulation xL RW� don Rtt-Value • U-Value Area v- • •UA U-Value x Arica R UA was (TabkJ6 22b.e d) l ,'()G 33 . 13 8'Ce windo+rs -- R. (NFRCorTable J1.5.3a) `3 Qr. -~ Doors. Z O (NFPC or Table 11.5.3b) Sliding Glaz Doors. - .'7J T (NFP.0 or Table 11.5.3a) tt tN Total Area Floors and Foundations Iasukdon inmlwaa R- x Area or ' ° Required Description Depth Value U-Value Perimeter -LA U-Value x Area =1:A Floor Ora Unconditioned Cr able 3n .0 33 5W 1 E.�f s ,6. e) .O S�' S6O &.c) 1 21 . B:sanetrt wall (Table J62.21) fe Unheated Slab ft (Tabk M-12 ) )n Heuod Slab (Tabk16.2.2[)' ._ • Fri .•.. ' Ton!Proposed UA ant bi ka. Total Iold tM*or cq%W to Total(erA�aQ,tagrdncd VA PropoSed UA OR Requrnd UA Swcovent ol'Complimce TU proposed b H&X design rcpt+eseeued in { •.AdjsMed dww doer cAU tr eontWe rr wdr the bad ft piwM vv�vamioer- i d other aleutations submitted with the it ration. Regsdlrrd L'A an 7Ut i 9,4 8x,ldcr>'Daigner Company Ncrrne Dare 760 22 780 CMR-Sixth Edition. 220/98 (Effertivc 311/98) Barrows, Debi From: Schlegel, Frank Sent: Wednesday, January 11, 2006 9:48 AM To: Barrows, Debi Subject: FW: Map 228 Parcel 130/# 137 Pheasant Way, Centerville Did you ever get a response for me on this? -----Original Message----- From: Schlegel, Frank Sent: Tuesday, November 22, 2005 3:14 PM To: Barrows, Debi Subject: Map 228 Parcel 130/# 137 Pheasant Way, Centerville Hi Debbie, I have a request from Keyspan for a road open permit to connect a second building at the above location. Is your office prepared to allow gas hook-up to a second building on this property. I will hold the application pending your response. THANX 1 1 14 �FINETpjy� The Town of Barnstable BAB MARS- E, MASS. ' Department of Health Safety and Environmental Services 1639 pTFD MA+p Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 i I i Inspection Correction Notice Type of Inspection - Location - 1 C c CA 1)`-F-- Permit Number Owner I`\ J r�n ' C Builder ()W n c / One notice to remain on job site,one notice on file in Building Department. The followingitems need correcting: g �-n c, nn 0, o.c T �i v) Vh C C in G V1 t ( C, Y1 G4 r C-j I t YA S - arc C � � n C, tr rx A c.4, 1 1 0 `k k)C ri+ 0 CA�1 n"t� p 1/ i T rA (G n� t- J ^a Please call: 508-862-40381 or re-inspection.. Inspected by J -4—G P D Date L' A� OFtHE The Town of Barnstable BARNSTABLE. • Department of Health Safety and Environmental Services 9 MASS e 1639. �0 "tEDMPya Building Division 367 Main Street,Hyannis,MA 02601 )ffice: 508-862-4038 pax: 508-790-6230 PLAN REVIEW Owner: -T�)ovi J.m'yA Q Map/Parcel: 2 2 g 13 0 Project Address:/,?-? -Pb o-a 5 cLrl-- LO e, Builder: '-7J in o�n The followingitems were noted on reviewing: g �• ���� ��� .o C�0-, 2 �'?ro dC'4 C on Q- Q e IQ Lin Reviewed by: 7 Date: :buildin lorms:review 4 B Barrows, Debi From: Schlegel, Frank Sent: Tuesday, November 22, 2005 3:14 PM To: Barrows, Debi Subject: Map 228 Parcel 130/# 137 Pheasant Way, Centerville Hi Debbie, I have a request from Keyspan for a road open permit to connect a second building at the above location. Is your office prepared to allow gas hook-up to a second building on this property. I will hold the application pending your response. THANX 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel [3® Permit# �/ 7 Health Division Date Issued 3 Conservatign.Division l� 9� ��� Fee O�CJI- S Tax Collector _ • - I Treasure J ���-g n� SEPTOD SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE " e F MH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRO'NMEWAL CODE AND Historic'-OKH Preservation/Hyannis TO � �� fy n } Project Street Address 3 P"����'� r 1•r1 Village Owner 5aru[i Cif dvi, ,o Address Telephone 1 L4LI 7t ' Permit Request out (Lil (0V1 0Or WcM arvilk✓ (. Vmovk E-ow ill ✓00(4A 40) COVc,�( E Mui FUAI `� ✓Dom (A-c S-Kowl Floor ib��M�� Square feet: 1st floor: existing ���� proposed �'��- 2nd floor:existing 0 proposed Total new Estimated Project Cost o 00 Zoning District Flood Plain Groundwater Overlay Cons ion Type Lo Size ti hid$ Grandfathered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) 'Age of Existing Structure T�—,�0 ✓S Historic House: ❑Yes INo On Old Kings Highway: ❑Yes C*o Basement Type: g Full Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) V1 Number of Baths: Full: existing new, Half:existing 0 new Number of Bedrooms: existing new Total Room Count(not including baths): existing 3 new � First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑Electric ❑Other Central Air: ❑Yes \14 No Fireplaces: Existing �_ New X' Existing wood/coal stove: ❑Yes VNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ 'Appeal# Recorded❑ Commercial ❑Yes \�6No If yes,site plan review# 4 Current Use Proposed Use 1 BUILDER INFORMATION f Name L p Tele hone Numb_er f �d 8� 415^ LN Z_-L Address O Qd � License# ' Z�` 01 Home Improvement Contractor# �_�C4 l Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO `q if r-tn, SIGNATURE w DATE 5 Z s FOR OFFICIAL USE ONLY t PERMIT NO. w DATE ISSUED . MAP/PARCEL NO. ADDRESS - VILLAGE OWNER DATE OF INSPECTION l ' FOUNDATION - FRAME t ., -. � • � - + F.i INSULATION -7 + :i FIREPLACE 3p QQ ELECTRICAL: ROUGH; FINAL i 'i` •t b ( ' �' i • PLUMBING:- ROUGH t a: ` 4-FINAL GAS: ROUGH FINAL FINAL BUILDING• DATE CLOSED'.OUT ' ASSOCIATION PLAN NO. TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 228 130 GEOBASE ID 14005 ADDRESS 137 PHEASANT WAY PHONE (508)790-69E CENTERVILLE ZIP - LOT 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 38430 DESCRIPTION ADD 2ND FLR DRMR/FAM RM SEWPT#96-143 PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: MICHAEL J. GARDNER & ASSOC. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $201.50 �im BOND $.00 , CONSTRUCTION COSTS $65,000.00 434 RESID ADD/ALT/CONV 1 PRIVATE ► ; MASS. MR� BUIL IO BY DATE ISSUED 05/13/1999 EXPIRATION 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- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. k ki i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 • 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH 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 APPROVED THE 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. NOTED ABOVE. TION. '50'' l✓ �-�-- 0mmWww Mar �D �fov�' r re LOT .�;0 T, 2 � LOT - �. v 1-� ,�► tc ! o oa CZ) ra / 'A .-3,7 Ph'E-4-S.A. J ; RE.S: ZONE.' ".PC" Tlris NIO FZTG AGE, TNS P rEC`^ QM;; Plan is For FLOOD ZONE.' "I „2n]v ..........._,_... TOWET: _ RFCI�';'kY` ()Wi 'R' Tip ?'FLI.Q_ DEED REF: _7 ��q/�'� r'_ __ U:` !.: RC�.F� '1 1� J!_J �I , rC�" _G AST — — — — — •'- HER $1' cE:RTIFY TO•--�^L � � ww,,. . __1:. ,— � .�ui.�• rr......,.u,. ------------- I!4A 'f'I�E-l+l I'.,I:i�:ir i ;",i!;i/'`'•• r ,, •+ SHOWN�U�1 I'fII PLAN IS LOCATED t�'�� ;':-Il: c=K�;�: rL'? As, P UL � � AhI�EE .,;;I�� L.� � r ► SHOWN a, D�THAT ITS POSITION DOE.. �`Gu�?rpRbt ¢;+ AdcSiiTN£W CONSULTANTS SHOWNTO THE ZONING LAW SETBACK REQUIREMENTSCF rHE i TOWN OF t THAT No. 324Dd 143 ROM, I49 IT pG S_1.� LIE WITHiN THE 'rEC:IAI. I�I,nOII f� AFtI? 1."�\i;+�StE �.a ,t,` MARSTONS HILLS, MA, 02640 4,28-0055 AREA AS SHOWN ON THE H ti,D• MAP 1W En. a.".',:"^.._. . �s'' �"� ' i►.w"' i'llf: PL.N; NOT 2��AI I .�'(:N, ANf`��'I'ICUP.4 TnTAL. P.01 S vy- 7. S'7�vt tx,,,I l Ody A4 T (7677 Co 1 FRAMING SECTION ALL DIMENSION LUMBER SHALL •LIk BE KD SPF No.2 OR SEWER. x COLLAR TIE 2 x tO RAFTER @ ' O•G, SHINGLE 2 x CEILING JOIST 0 " p,C. W/IS LB. FELT �Ix8 PINE FACIA R-30 KRAFT FACED FG BATI"S tf.4if ea I R- UNFACED FG BATTS SOFFIT VENT W/6•MIL POLY VAPOR BARRIER PINE SOFFIT (I at 1 2ND FLOUR L( :i. .IiA+7a I i. 2 x r",FLOOR JOIST @ $"O.C. (isr 4 2m FLOOR) V V I Q11 SILL SEAL '. . 0 ANCFIOR BOLT @ 6,-0` O.G. e. ~CONCRETE o FOUNDATION WALL IL9 Y I I I 7, ♦ i FF-aN'I - - - - I' II I I I I I �a r I I I i I GRhkl�o{2b {�tolUCirl._G� .u:.3 r� D f� PfTu1 s.JD LKN^I^c+�A p I p p v j IYp1>Lo�s CL s.tu a '( �ra� e• n IOd•R�. .i.� ///PPP' Io �. �_.__....- J - f : m I � RW'•G gyJx� .....� }d�,IcgJ l�i,�1T If_ B.3 �• .y'.�I�s-AIL ',.F[�Y-•G:o�! a;.l'>i RI'�/;4�Nf 2�d�' 1 GT(c(ip k1Y�wo IN cc'{Ep. 1 I _ f �t6'IWk4 Yl^u- flFJ3:1 {:ool- I 1 Y�F.Lo:J i Prescripttye PadutM for One and Twow2boadyledd=W Balldlep Heated with Fossil Fads. MAXIMUM MINIMUM [ Glazng G �8 wan Fhw Baas Slab Heating/Cooliag '�'('A) U-value R valaeJ RvW=l Rvahra Wail pp * I 6pdpmmt Emd=-? Pac aae a-Value, &vvical 5"1 to 6500 D Q 127. 1 0.40 38 13 1 19 10 6 Nodal R 12% 032 30 19 19 10 6 Normal 9 I2'/. WO 38 13 19 to 6 U AFUE T 15'A 0.36 38 t3 25 1 WA WA Normal U 15'Y. 0.46 38 19 19 10 6 Normal V 13'/L 0.44 38 13 33 WA WA I 81 AFUE W 15% 032 1 30 19 19 10 6 8S AFUE X 18%. 032 38 13 21 WA WA Normal Y 12% 0.42 38 19 25 WA WA Normal Z I8•/. 0.42 38 13 19 t0 6 "AFEM AA 18'/. OJO 30 19 19 to 6 "AFUE 1. ADDRESS OF PROPERTY: P�� ! ��cf5u q 7 _ C4 yt Lwvl. 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: �c� 5 Y, 3. SQUARE FOOTAGE OF ALL GLAZING. 1-2-6 4. %GLAZING AREA(#3 DIVIDED BY#2): I 0/0 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights; ana . basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the grass,wail area, expressed as a percentage. Up to I%of the total glazing area may be excluded from the U-value requirement** For example,3W of decorative glass may be excluded from a building desi with 300 it' f glazing area. Z After January 1 1999, glazing U-values must be tested and documented y the manufacturer in accordance will: the National Fen tion Rating Council (NFRC) test procedure, or n from Table J1.5.3a. U-values are for whole units: center-dt=glass U-values cannot be used. ' The ceiling R-value do not assume a raised or oversized truss co on. If the insulation achieves the full insulation thickness ov r the exterior walls without compnnsio 30 insulation may be substituted for R-38 insulation and R-38 insul ion may be substituted for R-49 insul . n. Ceiling R values represent the sum of cavity insulation plus insulating eathing (if used). For ventilated cei gs, insulating sheathing must be placed between the conditioned space and th ventilated portion of the roof. •Wall R-values represent the of the wall cavity insulati n plus insulating sheathing (if used). Do not include exterior siding, structural sheath' and interior drywall. Fo example,an R 19 requirement could be met ErME3 by R-19 cavity insulation OR R-I vity insulation pI R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,maso log)wall consttu ions,but do not apply to metal-flame construction. 'The floor requirements apply to floors o er unconditio spaces(such as unconditioned crawlspaces, basements, or garages). Floors over outside air must me the ceiling requirements. The entire opaque portion of any individual ement° with an average depth less than 50%below grade must meet the same R-value requirement as abov -grad walls. Windows and sliding glass doors of conditioned basements must be included with the other gl g Basement doors must meet the door U-value requirement- described in Note b. 'The R-value requirements are for unheated slabs. an additional R Z for heated slabs. ' If the building utilizes electric resistance heating a ompliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency requ' d by a selected package. 'For Heating Degree Day requirements of the clo city town see Table J5Z.la NOTES: a) GIazing areas and U-values are maximum acc ptable level Insulation R values are minimum acceptable levels. R-value requirements are for insulation only an do not-include aural components. b) Opaque doors in the building envelope m have a U-value n greater than 035. Door U-values must be tested and documented by the manufacturer in actor ce with the NFR test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and aggregate U-value , g for that door is not available, include the glass area of the door with your windows an use the opaque door U- slue to determine compliance of the door. One door maybe excluded from this require ent(i.e.,may have a U-valugreater than 0.35). c) if a ceiling, wall, floor, basement wall,sl -edge,or crawl space wall co ponent includes two or more areas with different insulation levels, the component mplies if the area-weighted avers e R value is greater than or equal to the R-value requirement for that compon t. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.3�5 for doors). j F i 43 Bun ding Division t, 367 Main Street,Hyannis MA 02601 ffice: 508-862-4038 Ralph Crosses ax: 508-790-6230 .: Building*Commission. e- Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERNIIT 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: SLO✓1J 1-161 On(lm", VtW 6M117 rim 2 CL Estimated Cost 00 0 Address of Work: Owner's Name: I Ag DcV'J kL-/J Date of Application: �f I hereby certify that: Registration is not required for the following reason(s): [3 Work excluded by law C]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 MOROVEMENT 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. OR Date, Owner's Name q:focros:Affidav `-Enginbering Dept.(3rd floor) Map . Parcel L3 Permit# House# Date Issued 16 l°7 ®7& Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) FeeoZ -� `-S.. Conservation Office(4th floor)(8:30-9:30/1:00-2:00) IT , Wn .- PI n. Bldg.) SEPTEINSTALLE T��3 rStreet - oard 19DE AND . TOWN OF BARNSTABLE Tow" IONS Building Permit Application _ �ZQ ` Ph��,it LJ 4,Z Village Cenci --k til L.I e uLaz Owner �O&4 tk e)ky%e Address 2-7 Telephone O Permit Request ` a .First Floor !� square feet Second Floor square feet ~ r' Z ° Construction Type a Estimated Project Cost $ 'Z, Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ur Two Family ❑ Multi-Family(#units) Age of Existing Structuw Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑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 No. of Bedrooms: Existing �i New Total Room Count(not including baths): Existing New First Floor Room Count. Heat Type and Fuel: ❑Gas it ❑Electric ❑Other Central Air ❑Yes L No Fireplaces:Existing New Existing wood/coal stove ❑Yes No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Atta ed(size) ❑Barn(size) Zone ❑Shed size ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information /Name & �, ��4%M;Iijelephone` Number(- Address License# ome Improvement Contractor# /Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTU ES ON THE LOT. ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEJA BUILDINGr PERMIT DENIE6 FOR THE FOLLOWING REASON(S) " i 1 . _ ' d- >r,�?ram' � �t' , ' � , 'yt. ._.:a•�fir:. .. .'��?ifs _.. _ ._ � �..». s i F k t �„�f - l �� ail . :_ —� � , -� - - _ a '� t - .a � , • r 5 r. �.' --.._.} i s 4 •• _ ,�• r M 1 i �. ♦ �._ _. — — 10o" ��rJ 1 f LO,.Tto 1 a A. � . RE$, Z0.,VE� "P.C" Thls �,, f0 FiTG A E .X, i' C�+10 ban1 is For my FLOOD ZONE: -+= TOWN: �t)W1 } 1�EF RS F: _ ��/?�51_ __ _V tUV a�;. 1?C�f3 r DATE: _,. L1 � _ __ �_' I'LNfX E'.F;r', ? HERFBY CCRTIFY Tn�'W Tf'$ , `I.'�,f�C,h, _, _.,. ' �,'•,�',1�t _'lr ,1F,; _.. , -- -'Il,IAT THE �PA;�I�EC L' SHOWN t+ THIS PLAN IS LOCAT ;� ON' ?';-f,, ��K�?t:'.vi) 1� , ra,aui. SHOWN AND THAT ITS POSITION DpE4 C"ONr ORM.. � ^ CONSULTANTS 44 '~ TO THE ZONING LAW SETBACK Rl�QQIRF�tvtENT1'; CF' THE '' itdc:�d�TW VV `" TOWN OF RABly-'TA8 .-- _._-• —• _ v T No. 3,4Ag 143 ROUTE 1 0 IT nG S_1� _ LIE WITHIN 'i'HE S'r'FiCjA?. l�l,p�L)�1���AIt1� MAR STQ'IS 4�8 005 26tti�s AREA AS SHOWN ON THE HUD, MAP `' l 5 ' :Ytl7lM flY atii,•r�'rtr'�:W` r,.,d•ananwa.�+.�,®_ r ':�'' � ,� 'i'I�1: E'L",� �:()'1' ;,1,�!'ry h.�C,t" r�P: 1�:�i'!<U�•.Q 'NT r•,y� TnTAL. P,01 !) —iJ l ���oDc,l tab Fo Ro-8ewr 2'oN AsoN r -P/::;MnUI; AXIST SIT, f*"kas. W'LL /'� ' F g�l�'2b0 M x O q b Li+al�? b co T l'rC, �IJ KIW U- J IZ 2010 ' 6T[1�6 �NC-LOSS �xtSTIN(� � b M p p — L, IU � � Y > g�D"�Oo`M Mti U moo Z XIS l-I-�WrD� r MoyE✓ TO •FhM T.M. 1 2xb Ga�U>u� JS!' �,ctsrtw D fe -Lie TIN h . I q�Kts1-11U fo it Up FS�► GON !l' r vvt , ---- ----- --- -------- ------- -- ERT B C D AA ARCHITECTS,INC. _'%% / /,i i r• / �/ / ✓/ 1 r i `a+tmaD4Dt�m�B•wBn�a 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 / i- / /,.' / ✓ �f/ ///�. /� /i/ �/ if 1.;>y e I •./ /' / ,�;.' / / .T' ./ l tel (508) 362-8883 fax (508) 362-4883 •,-/ /, I;-% / / // ,/' '%;%% ,Ili /,"' /„1�iF'; % '�! ,'% !''' "%i" . //j /'' %`' %% ,./.�. / `/ ADDITIONS&RENOVATIONS - % FOR: / / RESIDENCE y ;! ' . � / //:'% „/ -;• ;.; "/ � I 'siTpwER 16-71%2" � /�i. ,� 1212 .%i j;Y,`/.// ,/ 7% /. %•./. i ._.... ,.66INEW \ CRICKET 137 PI-tE/�Sf�NT�V.ALY .. AL M /Y FURNITURE ...I. f SKYLIGHTS W/ - CENTERVILLE,MA - UV TINT - RUBBER UNED , WINE FRIDGE PIECE 8Q��p, _I _ _ SHED ROOF OR U.C.FRIDGELS �- // X� I al/304 $304- + + 11 PANTRY �./ Ell O 21DR0 ��.�/ REF E 4:12 4:12 9 '-2,/2 CUPPER m L / /LIVIl�IG\ ----------------- INF / 36 H ISLAND; �^ ARDRO E ------------- STYLL 3'-1 1 2 0 THESE PUNS ARE NOT TO BE USED o � I ;14' 10 W O UILT-I /I -*-^ t Q OR PERAFT c DA Cwsmurno. 1 • —.c 11'-6 D SM N SECOND FLOOR PLAN ADJUST PITCH, HIPPED ROOF W/RAILINGS THE PITCHpjppp5E5µ 55 STAMPED a 9GNE0 ©0 BE ROOM 3~ Y AS NECESSARY TO ROOF.DRAIN WATER SFAMP AND saA��s u N A$-YEIbYT SEA OR'CONSTRUCTON 1N� \^� NEW n THROUGH SCUPPERS ,. - ; �� // lc l _ a mo I m EXISTING TO REMAIN r1G1V 14-,WX13'-2"D z D 2_O ME I—S.EClS.WC.THE OESG,TS AND 0 3 OFT ARUH q A.3 BUMP OUT DW A B C / - A.3 A.3 A.4 �P°veils nioG:TED BYYAM Mao fipEPRESENIEO O WO!"! A.2 SINK BASE' 3• ___ _ _ 3" 3" n OF ERY.ARE GAINED INC.AND REMAIN THE PROPERTY FWG12068 ' m K ERT EDBY ARCHITECTS.N .PART TR CORF ATO Uhl - i01t ANY PURPOSE,E%CEP SPECIHC WR T1EN BE UTUZm BY ANY PER5011 RRY,OR CORPORARCN 3 3/4" PERMISSON OF THE FIRMT ORT IMCMTECTS INC. CTI22410 CTR2 10 TW2852 TIN TW2862 NTILEVER JOGS OU7 2X70 WALL F" OUTLINE OF 2X10 WALL 0 R NEW FOUNDATION /i / '/ / / PROJECT(/: 130409 / EXISTING GARAGE B C D / // /' DATE ISSUED: 06.25.09 T-6 1/4" 4'-6 1/2" T-11 1/2'+/- / // / /'�`/ / CENTER SUDER ENTE WINDO A. :A A.3 A.4 CENTER WINDOWS - GABLE IN GABLE UNDER REVISIONS: FIRST FLOOR PLAN SMOKE DETECTORS REVIEWED CONSTRUCTION SET �...rr 11II S P65 DN/ F PERMIT SET: 06.25.09 /j/ r "T. o-/'�•" ////% 0 PROGRESS SET A E BUILA ING DEPT. DATE / / / /j / j / �;i"j / N PRICING ' ' FROG WALL NOTES: FIRE DEPARTMENT DATE T. ALL EXTERIOR WALLS SHALL BE 2X BOTH SIGNATURES ARE REQUIRED FOR PERMITTING - 'i/ 3� /?- %/P s' �__' _� ,WTI O 16"O.C.UNLESS OTHERWISE NOTED. ' '/ .M G jdEW E OUST ' "/ ' ;' OU�1 G� 2.ALL INTERIOR WALLS SHALL.BE 2X4 j,"F kt Xl$ G 0 O 16'O.C.UNLESS OTHERWISE NOTED. SIMP ON, TJ T SFRA' 3�M_/, STI .;/ - I �al TYPICAL NOTES: 3.CONTRACTOR SHALL VERIFY ALL WINDOW ' / /• / / �CONSRAp OR/ A' TAK CA DROP TOP ROUGH OPENINGS PRIOR TO ORDERING NINDOWS. / /j�/ / / /' % ," - / OF WALL, AS REO'DTHE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATON OF ` ' / - O,'P UCTURAL THE CONDITON OF ANY EXISTING STRUCTURE,EQUIPMENT OR 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS : / /,' ,OF! IS I' lG,W/kC! 00 G NEW BULKHEAD ISTR ATIOAPPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF PRIOR TO CONSTRUCTION. CONTRACTOR DRILL L R 2"O CBARS I PROR TOnNG / /_ / /" , ; ,/ BILCO SIZE C Q-, ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS ASSUMES RESPONSIBILITY FOR ANY MISSING OR POURING NEW WALLS TO TIE NEW WALLS MADE ONLY BY VISUAL OBSERVATION.IF THE ARCHITECT'S DOCUMENTS INCORRECT DIMENSIONS NOT BROUGHT TO WALLS MEET EXISTING. ALIGN --- BACKFILL W CLEAN REQUIRE CHANGES DUE TO CONDITIONS NOT MSUA_LY OBSERVABLE THE ATTENTION OF THE ARCHITECT. - - AT THE TIME OF REPARATION OF THESE DOCUMENTS,THE SERVICES WALLS TO EXISTING, TYP.,WHERE NEW ----------------- WILLi BE ADDITIONAL SERVICES BASEMENT NOTES: I / STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION - - SLABS COMPACTED FILL WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR 1.MAIN FOUNDATION WALLS TO BE 10"POURED CONIC.W/20p5 TOP q,3 CONTRACTOR SHALL - -- , WALL PLASTER BOARD/FINISH. &BOTTOM BARS.REST FOUNDAPON ON 10'X20"STRIP FOOTING. Imo—MAINTAIN 48"MINIMUM __ '__ __ CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL PROVIDE 30d5 HORIZ.BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. b- FOOTING NG COVERAGE I I T UNFINISHED � / 0 1 2 4 8 PROVIDE 5/8"X 12"ANCHOR BOLTS O 4--0"O.C.MAX. ---- LJjV 11�I l�n 1', , EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION REMOVE EXISTING _-__--__---- STORAGE /1 L' DP ; UNLESS OTHERWISE NOTED. AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE 2,ALL STRUCTURAL STEEL COLUMNS TO BE 3 1 2"X3 1 2"Xt/4"SQUARE STEEL TUBE 1.� j�L-1GE I NECESSARY TO INSURE SUCH PROTECTION. 6 / fJ BULKHEAD&STAIRS COLUMNS TO EXTEND i0 FOOTING BELOW.PROM E 6"X6'XS/"CAP A.3 ; ;----------_________ CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS.PROPOSED PLATE&T'X1T'X3/4"BASE PLATE W/AYE47 DIAM.BOLTS.WELD ALL CONNECTIONS DOUBLE JOISTS UNDER CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT FOOTING TO BE 48"X46"X12.SQUARE CONCRETE W/0#5 BARS EACH WAY. CONTRACTOR SHALL ADJUST ALL PARALLEL PARTITIONS -- - - - - - - -' SHEET NO. OF ANY DESCREPANdES AND OR AN THAT MAY N TOP OF NEW WALL TO ENSURE ` CHANCES BE ENCOUNTERED./ 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. ; THAT NEW FINISH FLOOR I '-- '�i CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/ A ; ALIGNS W/EXISTING. ________________________� A A.1 SHORING ETC.i0 NAINTAIN/PROTECT EXISPNG HOUSE MO STRUCNRAL qUT JOINTS ALONG D ST CAP TO EWMiS�gNODBEANCCOLUMN LINES. FILL. INTEGRITYOF EXISTING H A.2 ______________________________________________________________________________ ______________________________________________________________________________A r A.2 FLOOR PLANS - CONTRACTOR SHALL SITE INSPECT/yE�IFY ALL EXISTING VS.PROPOSED 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS REQUIRED BY CODE(WINDOWS OR MECHANICAL) __________________________________________ _______ _______ ____ ___ ______________________________________________________ _________________________ TOTAL NUMBER OF SHEETS WO KECESSAR TO ENSURE COMPUANCE WITH DESIGN PARAMETERS AS - TIE DOWN SD.POST ON TO FDN 817 281 _ 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN TIE DOWN TIE DOWN - IN SET: - HATCHED AREAS INDICATE EXISTING CONDITIONS. 4'-0"MINIMUM COVER. LOCATION 1g'-5 1/2' LO ATION 7'-10 1/2- LOCATION DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. 7.PROVIDE WE STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. NOTE: r 7 FOUNDATION PLAN 36"DIAM. CORRUGATED COORDINATE LOCATION OF TE DOWNS AS USED IN THESE DOCUMENTS,"PROVIDE"MEANS"FURNISH AND INSTALL" 8.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. B C ° GALVANIZED STEEL CC CORNER OF ATI DAnON THIS SHEET INVALID WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT 9.CONTRACTOR SMALL NOT SCALE DRAWINGS FOR DIMENSIONS ANY MISSING, A.3 A.3 A.4 AREAWAY IN GRAVEL AND NOT 1ST FLOG DOCUMENTS,PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE INCORRECT,OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION BED, TYPICAL. WALL OVERHANG. UNLESS ACCOMPANIED BY THE WORK. OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. B c D ARCEMISM A.5 A.5 A.5 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox (508) 362-.4883 .......................... .................................. ADDITIONS&RENOVATIONS FOR: 12 12 THE JONES 2 A RESIDENCE • CRICKET 7——SHED ROOF CONT. A.5 LIN BEHIND/BELOW RAILING f—ASPHALT RIDGE CAP 1X3.1X8 RAKE BRDS-- 137 PHEASANT WAY 4 it -n ij CENTERVTLLE,MA EXISTING 214D EXISTING 2ND FLOOR&FLOOR SCUPPERS TO DRAIN w ��—ARCHITECTLIRAL HIDDEN SHED ROOF IX5,IX6 CORNER BRDS- ASPHALT ROOF C-1-WINDOWS ___-- UNDER SECOND FLR SHINGLES y- WINDOWS W.C.SHINGLES— ------------------- ............ .............. j _T� ly-I't EXISTING 2ND FLOOR !I-al.;i�. EXISTING 2ND FLOOR ------- -- ------- ...... -------- M__ -7 ­: ,.. ........ .... .I rT NEW BULKHEAD 1X4 DOOR TRIM U2 .!.n 2 BILCO SIZE"C* T. —1X5,lX6 CORNER BROS FIRST FLOOR FIRST FLOOR t _FL6__R_AUGITNEW 0 ............ W/EXISTING t ���GN NEW FLOOR a4_­r-Y'V' W/EXISTING WOOD STEPW.C.SHINGLES TO GRADE D ARE.T T.M SM L___O1ERHANG JOGS7=1 IX4 WINDOW TRIM ­c m­uc­ ftRMSES U�S STMPEI)&S�D OVER FOUNDATION I -AL ARC­0TEC- A STAMP St.-RE a MARKED AS"PERMIT OR—SM-W PROPOSED REAR ELEVATION SfRST FLOOR 'N: FIRST FLOOR ALIGN NEW FLOOR zoos ERT ALIGN NEW FLOOR W/EXISTING W/EXISTING WOOD STEPS A�M�E 1�ARRAN­�0—S."D O .....D—OR GRADE OF MT�TECM WC No PAR,THEREOF SRALL BE.-M BY MY—N-A OR CORPpRAVM FOR ANY MR EXCEPT MIT"SPECIFIC MAITTEN PROPOSED RIGHT ELEVATION MI-ON ERT PROJECT#: 130409 DATE ISSUED: 06.25.09 REVISIONS: ................... ............. ............... . ......... ................ ............. .......... ........ ...... ARCHITECTURAL ASPHALT CONSTRUCTION SET HALT ROOF—t�_,_. 3 PERMIT SET: 06.25.09 SHINGLES ....... ..................... PROG SHED ROOF CONT.--.--' .. .. ............... ............. ............. .................................................................. ............. PRI I BELOW RAILING .......... -- -------- ........................... ......... ---------Z_r__ .......... ......................... 'T P pr TTMII 111111 cli 12 1� _J!; 12 k-1 EXISTING 2ND FL ............... EXISTING 2ND FLOOR --------------------- 2. R ri--f LU IX5,1X6 CORNER BROS— ...... ... 0 ORT. W _A 'u.;1L.1/ 11 FAW Wj IX4 WINDOW TRIM— [fl M21 n 1071 WALL JOG BEHIND�. I W.C. SHINGLES— oor NEW BILCO SIZE'C* MARY + BULKHEAD NEW r4 &FLRSLFLOOR ---------------- ------- ------ FIRST_59OR LIVING NEW NEW ALIGN 6 ALIGN NEW FLOOR MU LI N NEW FLOOR W/ SCALE:1/4*=I'-O'EXISTING W/EXISTING,, AREA JUTC11EN': BEDROOM 0 1 2 4 8 . .......... wY ®AMnmMARM UNLESS OTHERWISE NOTED. PROPOSED LEFT ELEVATION ............. UNDER KITCHEN IAluat SHEET NO. A.2 NEW ELEVATIONS/ . FULL BASEMENT SECTION 7 IN SET: TOTAL NUMBER OF SHEETS ........................... ................. .................... 7 1.5=02VT A SECTION KITCHEN W/RAISED CEILINGq THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH I ERT AND BOTH TOP 8 BOTTOM - I - ASPHALT RIDGE CAP OF WALL ARE PROPERLY - SECURED. -� TYPICAL WALL NOTES 10"POURED CONC.WALL 1 ROLL VENT - ARCHITECTS,INC. PLACE 20#q5 BARS 0 TOP&BOI -OF WALL Ne AROUND ALL .' n - RIDGE BOARD - ARCETIP n•Rr�nDt3em e•H[mJ�R DOOR, WINDOW, AND OTHER ? 6".COMPACTED FILL AIAY VAR RAL SIZES SIDING(SEE ELVS. WALL OPENINGS. I ) I ) -.M ASPHALT ROOF SHINGLES . "TYVEK"HOUSEWRAP 947 ROUTE 6A, UNIT 8 \ry OCARRY VER TOP OF OOFING I) PO.BOX $43 FoonNc 4 CONC. sLne \ /z'cox PLYwooO YARMOUTHPORT, MA 02675 �. 0 - 15g FELT PAPER `\ _ L / \ f� 508 3fi2 4fi83 - 2X6/2X1O®16"O.C. .___ ..._............ 2X4 KEYWAY ,. .. - 5/8"COX PLYWOOD 1.. � • TJ RIM JOIST - / \ \ - I - RAFTER VENT R-19 FIBERGLASS INSUL. i I.. - ,. ._ ..• .�.... , .1� 6 MIL. POLY VAPOR t w %www FATARCNITECTs ccu }®/(5 REBARS,CONT. .if1. .O I-: R-30 FBGIS , BARRIER INSUL - `•_.j _I ::� ERE .....�.. 1/2"GYP:BOARD APPLICAS MAINTAIN MIN. OF 48 _ :_ 200 RAFTERS \,_- \-' FOOTING COVERAGE (�� = ����_ - ��[ -i - - - - ADDITIONS&RENOVATIONS 1# -. DBL 2%6 P.T. SILL i ..,.: FOR F • FOOTING TO BEAR ON - _ - SILL SEALER UNDISTURBED SOIL — - III' I -� .. ELEVATION T.B.D. TI�E'I .JONES S5/8'OLT DIAM. 12"GALV. ANCHOR - BOLT 04•-0"O.C. o !' S" ID' S' RESIDENCE 20 q5 REBARS, CONT. + AROUND ALL OPENINGS RIDGE VENT DETAIL TYPICAL EXTERIOR WALL DETAIL °AMPR°OFING TYPICAL FOUNDATION DETAIL, O . xA E /_ - -D ® SCALE 1-1/2'=r-o 137 PHEASANT WAY. SCAUE - CENTERVILLE,MA TYPICAL SILL DETAIL FINISASPHALT ROOF SHINGLES 3/4" FLOOR - / , zmms•o.c aavlc Aols+s 3/4'T&G SUBFLOOR GLUED h NAILED iX �•I. 1 BEAM SIZES VARY - _ � A/ 1x8 •. .rlvJ _ / BLOCKING - PAD BEAM ` / e✓/ / / ,/ F / l HOLD JOISTS 1/4"ABOVE TOP / OF STEEL. ALLOW NO SUBFLOOR �EXrstwc sg FLom ,, f /// /, _____ ___ - oasnxcgmrm nmR/® THESE Puxs urt NOT TO RU DON - - �' SEAMS W/IN 24"OF BEAM. „ r / % / / - a NUUNLESS STAYPm A 9CNm w wa AN ORIaNAL nAo,ITECTs STANP AND SGNAYJM k NARNm wsN sTm ex As PMRAT GEr oR ea CYON MY, @]OOB FAT ARCHITECTS INC.THE DRAwNGS AND - ALL°F THE IDE MRAN OA REPR GNS.A° G / CHEN AM AmtEON E 1NEXB. RE OWNm BY AND RELNN A1E PRDPERTY 1 (, 1 f , �% /_ /. aF mr ARdI,ECTs,INC. o PART THEREOF sIALL / - rff uwzm aN ANr vxmseN.FIRM,aR—.AT. ,,. / / / / J/<•Fw91 BOOR }nama•O.G FOR ANY PURPOSE,EXCEPT wTN NITS C INC. 1 % J/ SIIRAR PEANISSId!OF THE FROI EAT ARCWlECTS.INC. TYP. WALL NOTES n ..:� -I !• - I/ '.4jcgR"sS{r�' r •l - ;-- r __ Aua nxl�`�w?°� PROJECT //: 130409 . •-. / / j /j //%r / //,/ zws eus,rov•wT. DATE ISSUED: 06.25.09 ALL NEW TRIM TO MATCH EXISTING. ,� , �LJ / NEW REVISIONS: FACE MOUNT HANGER BASEMENT '�'•�� BOLT 2X PADDING THROUGHAuoN 1 +o v°uam c°xc cnx riu _ ,l l A FLAKE A vE DETAIL I STEEL BEAM W 1 2"DIAM A325 _ £y/ ,/ 5 - LPL 111ii Ii 1 L 11L BOLTS RED O�O.C.HORIZ. / / - A°usr sus:_As xE�ssAnr O STAGGERED TOP&BOTTOM SCALE+ 1/3•.,'0• A 3 STRAPPING I - ,o•xzo-ca,le sAUP src 1/2"GWB xp RAAs ca+r.a sTwP FTc B SECTION KITCHEN W/RAISED CEILING JOIST TO STEEL CONNECTION - CONSTRUCTION SET SCALE: .,r ,, SCALE,-,/z•-,•-D• - -. - / � PROMI - 'L .L r' /,, / 3 j /• / - - BLOCKING AT 24"O.C. Vl P kRCy/p 2x10 RAFTERS N R FC ASPHALT ROOF SHINGLES -�� w% us al TEN.TOsmos 1X3 TRIM, PTD. IS#FELT PAPER - / / nNRERLoxF�As,FAFas.zms-o.c Y✓ EJ7 '1X8 TRIM,PTD. 5/8"COX PLYWOOD �/Y - - <i` / / / irccTURx lSPXKT sreNaEs - �y.� SIMPSON H2.5 RAFTER / W n W No. 10730 , 12 TIES®i6"O.C. �f , `-c..._.... O _'',/ / / /' /%� /i 2 ow,u,ass 'l _ • � YARMOUTN P -/ _ % /T•� � - FOER¢Ass MSUUTbN x / h :/� // /� , .�/, i / / ,/ / / '..1 L:'S3"a"L.',.t.t'ieL:z1.Y••LL:.. G _ _ Ao.usr At.M. 1/2 STR6. APPING BOARD I CEILING oxze null sTm eu DGXT ro ww w/wsro - ALUM.DRIP �� �..\..._ • .•. .. AQ S - ' EDGE •. `, 1X8 FASCIA 2 NOV, - rrv.wAu NOTES 1X8 FASCIA;.PTD. Ft/2"GW.BOARD • NAILS AT 10"O.C. 1X8 SOFFIT HOLDDOWN - • - SEAMLESS ALUM. - _ • • • - _ SCALE- 1/4"=1'0- /,;// GUTTER - 1X8 FRIEZE BRO. �,,/ CRICKET, AS REQ'D. 0 1 2 4 a %' / ,/ / ..... ..... -_ANN _ _ BLOCKING.AS REQUIRED n / <;t t ., C-•:rr .•t,.v, x. "L'a': �1X FFIT P IN WALL ON THE KITCHEN SI UNLESS OTHERWISE NOTED. wm Tmc i - oeL sLL ""4<: TO BURY NEW FLUSH BEAM /.; L. / ' 8 50 PTO .. ON DE CORNER ' / �`. • -- E—OPPOS THIS BUILD-OUT • TTRRANSFER SOEOAR SHEET N0. / / ::/� /•- / � �// / % A.3 zed aARs.rov•so, 1%5,1 X6 CORNER BROS � /-/ , ITE WA AN H 0®6 WALL SECTIONS& /p W.C. SHINGLE/ / , /:, +o•PouRm wNc Fox wALL �`. - DETAILS THIS FLUSH BEAM IS TO `\- '�/ / % Aua •caxc sLws /' O SUPPORT EXISTING 2ND FLOOR TOTAL NUMBER OF SHEETS MATCH / IN SET: - DIE:RCS''SHIP CHANGES WHERE WALL ALL NEW TRIM TO EXISTING. O' N 7 ` :,....�.-. .,..._. ... ... A.3 - - ALL NEW TRIM TO MATCH EXISTING. ovERHANGS FouxDAnoN. - AM,C slip M CORNER STUD HOLDDOWN D•p,MRs caxr.x smipMp Fr° - THIS SHEET INVALID' (� SECTION A)KITCHEN W/RAISED CEILING TYPICAL EAVE EAVE @ 12 PITCH ROOF O DETAIL-3 STUDS W/BLOCK'G UNLESS ACCOMPANIED BY _. �`•J SCALE t/a•=1•-0• O MATCH EXISTING ® scALE+-Vz"-1._0. A COMPLETE.SET OF,. scA ,-,/z =1.-0. scALE+-,/r-r o• WORKING DRAWINGS _ TABLE B. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES - WALL HEIGNT:1 1 8 C D - ERT , - A. A.3 A.4 UPLIFT $ 10 12 14 16 18 20 to bat block: Install tight m top Flange (tight _ - - - 7U0 SPACING (LB) - to botto flon�e with face m unt hangers) Attach _ PLATE-TO-STUD NO.::OF 16D COMMON NAILS- (ENDNAILED) _ with 10-tOd (3') box.nags, eNnched when Possible. - _ 12'O.0 127 2 2 2 2 2 142 / Ji j/ f r _TAT / :° /l • 16"O.0 169 2 2 2 2 2 2 ///j 'p,. -, - f.i f.a-"'� ..• %,>;✓ // :-'.//✓ /// A .7ai711�Ds>a�a e>mn®a / AR 24"O.0 253 2 2 2 3 3 4 % MARRY"TP _ / EMBRANE YP WALL 2A• Roorwa MEMBRANE o '.i�/ '/' ,•ri 947 ROUTE 6A, UNIT.8 ' + TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION r:% • '. "" .����^ !/ ,/,, / �.%� ,r' / 'r './' / -'i/,/,.//'' �//. / - PO BOX 343 AMERICAN WOOD COUNCIL. 110 ,:•' / /W mx xrwoao. 4 `� "_/ / ,'./ /./ / ,: '' " /,/ / /, // ✓/ _ - - oN Tin - 1,„' /i•/ /% / "�/ /Y.. ,! /' /: / /,%/ ,%/ / j'; GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, �,�: `. 12 sPNALrRaasowaEs / /�,j /, /.y //,, /, /` / j'- ,_/ YARMOUTHPORT, MA 02675 - sF fr PMER j /'� .,' / i' i1/ / f,; 1,•'/ ,r//% // TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES /. zrlow,• �2 , ''-�',_� tel (508) 362-8883 -,� e o.0 wAFL1ny EnyIWC c s"Pw'°ern Finer block: Nail with 10-10d (3') / ,/ -.3.43.E TABLE 9.WALL OPENINGS- HEADERS IN LOADBEARING WALLS k NON-LOADBEARING WALLS ---- - -sYPsaN Nzs RAI1Eie�bON nags, elinehetl when possible. / j/./ �•;� f';,/ /;/ / i /' :� // fox (508) 362-4883 _ ' - ��' / /' ,�u.•. r"'^,�� � nES,TA'0.C. Vse 10-16tl (3 1/2") box nails fro � `� �' `,% //,-,/ // �/j/ ,r'/ /f�='' �!//` REQUIREMENTS A7 EACH END OF HEADER, - "''�'- _-- ___ 1 ea<n sine with. TJI Pro 550 joists. % // /"�/ WWW.ERTARMIIEGTS.COY - } w fmw,aAss NmunoN MINIMUM HEADER -, //. L-AD:usT nx,s"m R- / ,. // /j �.' / i /•. / ' /i '/ /:/ HEADER SPAN(FT.) NUMBER OF /' muNc to AuaN w - SIZE UPLIFT LB. LATERAL LB. EnsnNa / - with top flange hangers. Dackar �/ FULL-HEIGHT STUDS ( ) ( ) /`- _ - block reeed. 50 when hanger / ,%/' / wAU NOTES .load_a Dees zso po�nas /,y - -'.HEADERS IN LOADBEARING WALLS _. ,� BEDROOM /' /•' /% ///- /'.� ',:'/ ///'-- / ,/ /_ %,,% BEDROOM // / j / — } / ; / -;' r ADDITIONS&RENOVATIONS 2 2-2X4 1 277 132 TYPICAL DETAIL 0 INTERSECTION OF 3 2-2X4 2 416 198 //.! DOUBLE MEMBERS -,,/ /, /,,' ` / r/ _ / 4 2-2X4 2 554 264 / /% / FOR: / / r m r 5 2-2X4 3 69} 330 / `/I.' "—.—. — '.MIc olla LVL. Pa allam PSL •y /,% �' /', , i' % ' ,y /.- is • / / % / AU.N /; /./ / / / THE JONES'_. / .. :: orrimberstrand L5L •.� ,,•, / ..r /.'i '/!% / ' /. / / /' ,. ..,. ..1 COY'.A... 9_Y.,.:.._...: ,';:.�. w w ND /. ,. � r' ., /�i'/ ;:/ 6 2-2X6 3 831 396 " .7�%'.-."'/ � ./' - RESIDENCE... .. 7 2-2x8 3 970 462 /'.T zWs ei:Rs.rov eeoT. .. ' �'�:� / %' ;�// /, ,�,_ j r::,% /. / ,/,j /� ,%% :�./ .. 8 2-2%12 3 1,108 528 '/ T flan X1 3 1 47 594 ss RwL d Elasnwa a - Hanger g° , H N 9 3 2 0 ,2 / 00 S UND C, 0 / / / / neceem � t �' �� /'i / ��" ,-� f: y� �'� 137 PHEASANT WAY 10 3-2X12 4 1,385 660 .. lo•vouRm caws FON w ,,./ // / /_: /. / /` /•/ -, - _ 9 r o 11 4-2x10 a lsza n6 CENTERVILLE,MA .. _..... ... D ...._ ........:. `„' •caxc sue .!sr / �/L // //E �// - !:-:':HEADERS IN NON-LOADBEARING'WALLS-AND:WINDOW:SILL PLATES'..:- ✓ i ..2 1-2X4(FLAT) 1 60 132 .,, .- .. , A23 .:- `...•- ..... /_/' -�...._/ -. 3 1-2X4(FLAT) 2 90 198 a 1-2%4(FLAT) 2 120 264 TrM B""s m"T O1 sTMw Frc Web stiffeners are r,q,l,,d iD � 5 1-2X4 FLAT 3 150 330 SECTION HIPPED-ROOF LAY-ON �f the Bitles a�the hanger as ® e .. ... (FLAT) of la terall s t the TJI Y PPor N -- I joist top Flange and per current i 6 1-2X6(FIAT) 3 180 396 ll Zi .......' .._. ® i SCALE: T/4'=I'-0' Trus Jost MacMillan liters to re 7 1-2X6(FLAT) 3 210 462 1 - - - - - - TYPICAL DETAIL OF FLUSH FRAME ...... 8- 1-2X6(FLAT) - 3 240 528 TABLE 6. TOP PLATE SPLICE - - - - AT MICROLLAM 9 2-2X6(FLAT) 3 1 270 594 BUILDING.DIMENSION OF WALL-:CONTAINING.-TOP PLATE''SPLICE"(FT:) 10 2-2X6(FLAT) 4 3660 00 726 12 16 20 24 28 32 36 40 50 60 70 80 A - I A TMESE PLANS ARE NOT TO RE usEo 11 2-2X6(FLAT) 4 3}0 726 SPLICE LENGTH NUMBER OF i6D'COMMON NAILS:PER EACH SIDE OFF SPLICE - '4'2 - ---.. .. 1 m ._. I A.2 vuoRvos PERuN�ss°Rsr a sdED - - ... .. _...-_ -... ..... .__ _... 12 2-2X6 FLAT 5 360 792 -- - TM A"°PotlN OH (FLAT) 2 4 6 8 8 NP NP NP NP NP NP NP NP _""" - ""' w AR TC_ .. TAMP AN. 'FOR NON-LOADING BEARING WALLS AND WINDOW SILL PLATES, IT mucn As SEAM sEr•OR�•m1s oN sEr 4 4 6 7 8 10 12 14 '16 NP NP NP NP - / 2-2X4(FLAT)CAN BE SUBSTITUTED FOR 1-2X6(FLAT) - FIRSTF OOR FRAMING 6 4 6 7 $ 10 12 14 16 20 24 NP NO FLOOR I ALL POSTS SUPPORTING STEEL BEAMS SHALL OZaag E1LT AgtIL11EC1S IN4 1"E DRAWN45 AND • TABLE TAKEN FROM- AMERICAN FOREST&PAPER ASSOCIATION BE 3 1/2'x3 1/2"%1/4'TUBE STEEL COLUMNS yy of THE IDE,s,ARANcoIEwT&cE9t%AND 8 4 6 7 8 10 12 14 16 20 24 28 32 UNLESS OTHER SE NOTED. PLANS RMCATED THEREON OR REPRESENIFD AMERICAN WOOD COUNCIL. 110 NOTE: ALL EXTERIOR DOOR WINDOW HEADERS SHALL TNEREBY•ARE—0 By AND REYNN THE PROPERTY � GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, NP=NOT PERMITTED FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR � • TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL \ \ BE 302XIO W/201% COX FUTCH PLATES UNLESS OF EAT ARCHITECT;INC.NO PART TNEREaF SHALL ' 110 MPH EXPOSURE I WIND ZONE. LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. OTHERWISE N0O'm. BE UIW=BY ANY PERSON,FIRM,OR C,XROIUTION TABLE 9. WALL OPENINGS- HEADERS IN LOADBEARING WALLS& TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION - Fee ANY PYRPOSF EXCEPT MTH SPEaFIC wPoTTEN NON-LOADINGBEARING WALLS AMERICAN WOOD COUNCIL,110 - ANY DESCREPANCIES IN AND/OR oEMAno"s FROM THESE DOLS.NOT BROUGHT TO \: PERMISSION OF THE FIRM ERT ARCHQ GM INC. , GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, THE ATTENTION OF THE ARCHITECT.BECOME THE SOLE RESPONSIBILITY OF THE 110 MPH EXPOSURE B WIND ZONE, CONTRACTOR. TABLE 6. TOP PLATE SPLICE - •.. PROJECT EE TABLE 2 GENERAL NAILING SCHEDULE - - - --1 --_ -- ---- --- - DATE ISSUED: 06.25.09 +: rr .< .d ... f ",< t A _ I REVISIONS JOINT DESCRIPTION J' ri <'r+ P r ! �f�-�;rs r NUMBER OF' NUMBER of ,fp .T,. .'.f;�,. ,{p.,. TYPICAL LVL/GLULAM BOLTING/NAILING ----- - '7;: ..,s s t. e„` ' d ':� COMMON-;NAILS IC NAILS . ::•NAILSPACING _ . _ - -,"°"- .. MULTI 1 3/4'BEAMS ROOF FRAMING - .. BLOCKING TO RAFTER(TOE-NAILED) 2-81) 2-10D EACH END RIM BOARD TO RAFTER (END-NAILED) 2-16D }-16D EACH END .... ....- ..___...._. _ ......... _:....... - 4 .WALL FRAMING HE I< .. - :�,;. .. - _-. _ CEB 16-.• TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D AT JOINTS I -STUD TO STUD(FACE NAILED) 2-16D 2-1 BD 24' O.C. ..-_..-__,: _ ............'.�:::.-::"_ - � . .. ............. 3 �� ..:_7 r - . HEADER TO HEADER(FACE NAILED) 16D 16D 16"O C ALONG EDGES _ �x' - \/� CONSTRUCTION SET ._ 1 o '.FLOOR.FRAMING - -'-= :"' z Rows of Im NNLs s Iz•nc- - 1 - - P 11 Q\ PERMIT SET: 06.25.09 . �._ >......_..__i -� PROGRESS SET JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8D 4-100 PER JOIST - BLOCKING TO JOIST TOE-NAILED • 2-BD 2-1 OD EACH END '"T, ^1 LA PRICING SET BLOCKING TO SILL Olt TOP PLATE(TOE-NAILED) - 3_16D 4-16D EACH BLOCK .,: - I - n r/ .--- ...i - .- ,[V LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3-16D 4-i6D EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8D 3-HOD PER JOIST - • ___.......: BAND JOIST TO JOIST(END-NAILED) 3-BID 4-BID PER JOIST - - - 0 G AN JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16D 3-16D PER FOOT '��- � 0�\tJ PR . i'. .:: .-.: -::..- ..:.-). - ROOF:SHEATHING W k. nQEf2r�.0 I I WOOD STRUCTURAL PANELS EXISTING ROOF- _ I - - RAFTERS OR TRUSSES SPACED UP TO 16"O.C. 8D 10D 6'EDGE /6'FIELD SHOWN HATCHED RAFTERS OR TRUSSES SPACED OVER 16'O.C. 8D HOD 4"EDGE/4"FIELD / - "� ,/ ///j. •-- - - _ -G U%' GAELE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8D 100 6"EDGE/6'FIELD / _ ._-� CD W No. 10730 . GAB E D ALL RAKE OR RAKE TRUSS W/STRUCTURAL OUTLOOKERS BD 10D 6"EDGE/6'FIELD ,�j,� //// // ;,/ /,�'. CRICKET I \ O Rj !u r GABLE ENDWALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS $D 10D 4"EDGE/4"FIELD -< , , ( CEILING.SH ATHIN .. -..... /i _,,,, /,%% /' / :i'' /: -/ I___I '_ � �' / Y/' CARRY SHED C� -,r ,/ / 1., ..... FLUSH BM BELOW GYPSUM WALLBOARD SD COOLERS - 7 EDGE/10 FIELD :. // i ;! /, /,' ,!: /,.' , !/ / -"""""-^s >^^^-'--•-^^^^-^"'^:„„,„,„,�,„-„,y �� 'I '��II, RAFTERS ACROSS '�•Y / T ,j// `.Posr DN pWI A 'WALL SHEATHING :-._.. �:,. -,. ... ':�.:.. ...._. .;..:� �.'. ..: ,., ,/ .,' /r' ,' , -: ,/ r, m•E � 2X70®16'O.Q 2X10®16'O.0 r : 0 S EEL WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24. O.C. BD 10D 6" EDGE 12"FIELD - -, / •% ..' I: DIR X10' DB X10 S I: 2 B / 1/2"AND 25/32"FIBERBOARD PANELS BID'' - 3"EDGE/6'FIELD - / /-//%%� ���/ ,�/� •� /r �' UNLESS OTHERWISE NOTED. z 1/2"GYPSUM WALLBOARD 5D COOLERS 7"EDGE/10" FIELD - - /. o 0 0.. _ RUBBER ROOF ON ® ® - FLOOR SHEATHING - - .. /' -/ /// // - SHED:RAFTERS o a_: _ .. - -.:.: ... - ........ -// -_ s�,,,, / ` SHEET NO. WOOD STRUCTURAL PANELS \ DBL 2X10S x DEL 2X10 S -- - r RUBBER SHED 1"OR LESS 8D 10D 6"EDGE/12"FIELD ( . N + SCUPPERS g,5 POST ON FROM n - - 12:12 12:12 ROOF TO n 2%10®16.O.C., r RIDGE TO DR HEADER I ® ASTRUCTURAL GREATER THAN 1' 10D 16D 6" EDGE/6"FIELD - 4:12 4:12 � + +/ A.2 ® A.2_ _ _. - .F.., .. ..._ .. i- _ NUMBER - _ yy TOTAL,NU ER OF SHEETS 'CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS o.+' _::.. �: -( ...3_,.. ) _ ... .` INSET:. NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT wi2u 3®1 3/4"%9 1/Y LVL - - - _ •V - 7 DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. '.ROOF PLA1�1 ems •=� HEADER OVER SLIDER WIN 3/4•X9 7/YLVL OVERLAY HIPPED ROOF SCALE: 1 8"=1'-0' - ' - WINDOW HEADER - OVER SHED RAFTERS, / SHOWN. THIS SHEET INVALID :..AS +TABLE TAKEN FROM: AMERICAN FOREST&PAPER ASSOCIATION.AMERICAN WOOD COUNCIL, 110, 8 C D UNLESS ACCOMPANIED BY GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE B WIND ZONE, � ,'-• �-�_ ' '_ • '� - � - � .-- TABLE 2. GENERAL NAILING SCHEDULE A.3 A.3 A.4 A COMPLETE SET OF - - - .- - - WORKING DRAWINGS _- . 5/4"RAILING CAP 3 A.3_— ARCHITECTS,INC. I _. A. .� 1X TRIM 2®1 3 4"-------------- X9 1 2 LVL RIDGE 947 ROUTE 6A, UNIT BOOT POST W/ BUILD WALL BETWEEN PDsn PO BOX 343 02675 12 - —' 12 5/88CDXEPLYWOODHIGH ET BLOCK _ YAR e0U O80 362M8883 D RED BRA - 15g FELT PAPER - - • 12 '- E -- r ASPHALT ROOF SHINGLES fO% (50) 362-4883 _ 21 UTLINE OF SCUPPER www.e2rnrtantecrs.cou P M ADHERED ROOF•G MEMBRANE rQOy� •�IQ_1 ..... O.C.RAF 5/8'COX PLYWOOD - -- I EPDM ADHERED ROOFING MEMBRANE '° 1 • = I' 1 \ SANDWICH h CROSSBLOCK \\ - - 12 { �� EQUAL EQUAL \npi" POSTS BETWEEN DEL RAFTERS-� I COVER EDGECARRY MEMBRANE OVATIONS ADDITIONS&WREN �4 .......I. IPAD OUT ........ ""........ I `-' --------ALUMINUM DRIP FLASHING. 1 8 ,WALL TO _- �` i SIMPSON H2.5 RAFTER TIE016"O.C. FOR: MIRROR OPP. A.3 SIDE SEAMLESS UTTER . �G S' `. .. _ THE JONES y 2X8®16 O.0 CEILING J 1ST§, v� r- { f I} .. P iY ,X FASCIA G - NCE - PAD OUT �I#I#,i-BLOCKING FLUSH 2®1 3/4 L rt ( 1 -. ....I X9 1/2" LVL .. /\ / i 1X SOFFIT _ METAL HANGER W10X60 1X FRIEZE BRD. RESIDE -- FLUSH STEEL IBM TO SUPPORT 137 PHEASANT WAY EXISTNG 2ND FLOOR 4'-6 1/2" 4'-6 1/2" x s RAPPING®16"o.c. wloxso STEEL BM CENTERVTLLE,MA -1/2"GYP.BOARD CEILING 1: O �WIOX26 STEEL BEAM _! _ ADJUST FINISHED CING - \W, / TO ALIGN W/EXISTING TYP. WALL NOTES O (2)L4X4%1/4 W/(3)3/4�DIA.A325 EACH WAY r -R-30 FIBERGLASS INSULATION O 1' KITCHEN I I TYP. STEEL TO STEEL FRAMED BM CONN. EAVE @ RUBBER SHED ROOF ""_"�NOT � �=m _ = - w�os[s urmucNG W C sra ON - SCnIE 1-1/2-=,•-°• - - Il5 5'PFAl11T AN. ORY''U1g51NUCnON gl^.ALL TRIM TO MATCH EXISTING - DBL FLOOR JOISTS UNDER KITCHEN ISLAND - - 3/8"WEB STIFFENER ONE SIDE O RT m�usncuM IN uTMirs.ocsu..u° DBL FLOOR JOISTS STEEL BEAM SIZES VARY Puns aau,m„¢xEw ON �RESQ1lET UNDER PARALLEL WALLS .. - - T¢t+ESY,ua o'x+m eY um seam TNE PN°xNrr a-MT/JKMI M aC NO PART MERE°G${INL • - - EE U1NIID BY ANY PERSON,iWY,ai CVfAatAT - / u,Y PUIaO T E%f MIN SPE°i1C MPoTTN PERay °E TIE flNu ERr MCIIIinc LNG PROJECT 0409 _ _ - 1/2"CAP PLATE W/- E 3 ryrr++4 3/4•DIA. OATS A325 SOP WELD 3/g6 FILLET DATE ISSUED: 06.25.09 ... ... �� W/201/2P DIAM. A325 TO BOLTS REVISIONS: ' / / ✓/ / J4 //S 8i Q jW Y / ..... ... .° ° EACH SIDE. WELD COLUMN TO TOP ' LATE AND PLATE TO BEAM - I CONS / I O PERMITS SET: O65E5 09 /. . BE O _PRO _ -o 0 EQ AI�G^�`l '- R • " ter ' / � ;- /� ,'// , � ° - - ' TO COL CONNECTION /r i;,^�_ W If No. 10730 �' -/-- -- = - -ill If HSS 3 1/2"X3 1/2 1/4:, R 3/4•%8"x12" V] o - ti W10X26 BM TO SUPPORT EXIST'G 2ND FLR. COL. D TO j o n- �, �= YARD ORT, w EXIST FDN n __ ___ _ _ __ ___ ___ __ BASE j ...� _ ____TT _,__ L __ -_ _ _ ___ _ 3/a• TOP OF FOUNDATION - o W1OX26-.BM TO SUPPORTEXIST'G 2ND FLR. _ � O I a I. IF MIRRORTHIS FILLET HSS-3 1/2"X3 1/2"X1/4" R t/a"LEVELING - COL. DN TO m I ' J. _ _ _ ,z D 3/4 GROUT ,SHOP WELD 3/16"Fl - LINE TO CENTER J EXIST'G FDN. - D, ALL AROUND, TYP. VAULTED. CEILING -- --- I a a a I ON WI DOWS— N SCALE:,�<_ - w C LE °- � 0 VAULTED o r z a 6 I O, I Q1' - p ASTM A307 A�THREAD ROD - '_ ___ _ CEILING x�' O 4. p, 3 4"x2'-O"W DOUBLE NUT&WASHER UNLESS OTHERWISE NOTED. X I ABOVE ,I SHEET NO. �SKYLIGHTS� I I a I a ABOVE - ! BEAM LOCATIONS HSS 3 1/2"X3 1/2„X1/4„ - COL. DN TO FOUNDATION OO;; In TOTAL NUMBER OF SHEETS . IN SET: 4X6 PSL COL. UNLESS ACCOMPANIED . EQUAL EQUAL .. _ O T� THIS SHEET INVALID: 4'-6 , 2" 4'-6 , E BEAM LOCATIONS - ENLARGED 13 TYP. BASE PLATE DETAILS . A-COMPLETE SET OFBY " WIDTH OF GABLE ABOVE 5C^ '-'/z -0 WORKING DRAWINGS ERY ARCHITECTS,INC. ARCEffn=•WI�10��@l�B.RRII�B 947 ROUTE 6A, UNIT 8 PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 ` fox(508) 362-4883 - . - � ... - WWW.ERTARCAIIlEC15.00Y ADDITIONS&RENOVATIONS - FOR: _..._ ...._... THE JONES .. RESIDENCE 137 PHEASANT WAY CENTERVILLE,MA -------------------------------- ti-------------------------------------- _ _______ PUNS ARE NOT ro BE USm PER 1—OR__CT. • - _. - - PURPOSESµ NLEss STANPEO k SONEO -__ . - AL ARCHTECTS .9 As PERMIT OR COHSTRUCRON SEr. ;III, ........ -.._- .... .. STAMP AND 9CNANfS R YARKm � 2W9 ERT ARORTECTS.INC.THE ORA...ANO " EXISTING FRONT ELEVATION EXISTING LEFT ELEVATION ALL OF,HE IDEA Sy MDNENTS.DESIGNS AND PUNS HNOI THEREON OR RFPRESENIm 1HERERT,ARE OM+m Rr AND REMAIN THE PROPERTY . . - aF ERT ARCHY MY INC.N.PART THEREOF SHALL • - BE UTNIID BY ANT PERSON.FRN,OR CORPORATION FOR ANT PURPOSE,E%CEPT MiH SPECIFlC WRITTEN PERMISSION OF THE fIRY ERT AROHNELTS IN.HNL. ' - - PROJECT q: 130409 - - - DATE ISSUED: 06.25-09 REVISIONS -• --'��' � - CONSTRUCTION SET 0N PERMIT SET: 06.25.09 - - - Q PROGRESS SET - - .. N PRICING SET • - - ® - PROGRESS SET .. .. s. REGISTRATION r r________ _ I • _ _-_- _______________ _________ _ • - - - T r i I , , , , , . .. - ._ , _ .. ❑ - SCALE' 1/4-=t' 0' ', : - v.ro-n UNLESS OTHERWISE NOTED. SHEET NO., - , - --------- EXISTING ELEVATIONS EXISTING RIGHT ELEVATION EXISTING REAR ELEVATION TOTAL NUMBER of SHEETS IN SET:. 7 _ THIS SHEET INVAIJD'- .. .. - - UNLESS ACCOMPANIED BY A COMPLETE SET OF .. " - WORKING DRAWINGS - ERT - ARCHITECTS,INC. ------ i / ,947 ROUTE 6A, UNIT 8 ----- % /' * PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox (508) 362-4383 • - / -/:%/: �:i' /,� / // / %/ /'�.� /•,i /j / / %/ /:/ ADDTTTONS&RENOVATTONS ./ ," FOR:. THE JONES j /;/ /' / ,` • / / DROO RESIDENCE 137 PHEASANT WAY CENTERVILLE,MA .. - THESE PLANS ME NOT TO RE USED FOR PERMIMNO OR En G 9 a CONSTRUCAM EXISTING SECOND FLR PLAN PURPDBEB N.. TAYPED � WI1H u ass B MC S STMP MD.—RE!uMNED M•9QaIT SET"OR--TON ERT ARCIITECTS INC.ME DRAWINGS MD . - - - ALL OF TIE IDEAS—AN—ENTS.OE..%MD . PLANS INDICATED THEREON OR REPRESENTED - MEREST•ME OWNED BY MD Rf—THE PROPERTY - - OF ERT M—TECTS,INC.NO PMT THEREOF SMALL UTUSS BY MY PERSON.MY.OR OORPORATON FOR MY PURPOSE,EXCEPT NTH SPECIFIC WRITTEN PERYISSbN OF TIE FIRM ERT MLHITECTS MC. PROJECT q: 130409 P - - - DATE ISSUED: 06.25.09 . .. - REVISIONS: FOYER DAINIGENA DN CONSTRUCTION SET LIVING AREA - ._ ...__ r� ) L... i _ - r_ PERMIT SET: 06.25.09 PROGRESS SET PRICING SET N PROGRESS SET O _ 0o KITCHE BEDROOM ----------- P YREGISTRATION - a .� SCALE: 1/4•=1._0.. - SCREENED v 0 ,: 2 < - 8 PORCH _ _ UNLESS OTHERWISE NOTED. . - _ .. .. SHEET NO. - EXISTING FIRST FLOOR PLAN EXISTING FLOOR PLANS TOTAL NUMBER OF SHEETS = " ..,. .. .. - IN SET:- 7 a - THIS SHEET INVALID _ UNLESS ACCOMPANIED BY - - - A COMPLETE SET OF - WORKING DRAWINGS blaick;y 12 12 7 f' 12 1 x 8 RAKE BOARDS co 20'-0" M1 - �5 W/1 x 3 DRIP BOARD 2'6' t S'-0' 2 6 TYP�1 x 8"FLYING RAKE" TOP OF PLATE ¢N - BOARDS W/1 x 3 DRIP 8 "1 x 4 SUB-RAKE (/?O p FTTOP OF PLATE \ CC¢ KNEEWALL N r < G_ " 77� FM - LJ _C" ®------- - -------® ty ��� -I a Lij"i" - PERGOLA(SEE SECTION SECOND FLOOR N P. 6 x 6 POSTS FOR DcTAIL51' SUBFLOOR Li O. Q Oc t --_ r� 1 TOP OF PLATE LJ _ I I TYP.4 x 4 P.T.POST W/ 1 x 511 x 6 CASING41, -- 000aooa Q . o w TOP OF FOUND. 1 CONT.RIDGE VENT FRONT ELEVATION w -TYPICAL ASPHALT ROOF SHINGLES 1 x 8 FASCIA 8 FRIEZE BOARDS A t TOP OF PLATE ✓ n ———— 1 x"511 x 6 FUTUR GARAGE mi CORNERBOAROS PATIO t4"CONC.SLAB ON GRADE W.C.SHINGLE SIDING —— —— =—— PITCH 2".TO O.H.DOOR) ;- S"+-TO WEATHER C16 ——— ANDERSEN - - r ANDERSEN A 3t A 31 71 SECOND FLOOR (_ /, L SUBFLOOR `r T j TOP OF PLATE b ^^ 16(T x TO"O.H.DOOR W/TRANSOM CONC. - - APRON - b SCALE: 0 1/4" = 1,_0„ 7_C, 16-9' 2,a: DATE - _ - 20{r TOP DF FOUND. 8/23/2005 GENERAL NO , JOB NO. FIRST FLOORRIGHT SIDE ELEVATION JONES PLAN 1.) CONTRACTOR IS TO VERIFY ALL EXISTING THE DESIGNER SHALL BE NOTIFIED IF ANY CONDITIONS&DIMENSIONS IN THE FIELD ERRORS OR OMISSIONS ARE FOUND ON GARAGE =640S.F. - THESE DRAWINGS PRIOR TO START OF DRAWING NO.: 2.) CONTRACTOR TO VERIFY MATERIALS,DETAILS&FINISHES CONSTRUCTION.THE BUILDING CONTRACTOR SECOND FLOOR =560 S.F. - WILL BE RESPONSIBLE FOR THE CONTENT IN THE FIELD WITH OWNER - - IN THESE DRAWINGS IF CONSTRUCTION ©SMOKE DETECTOR P COMMENCES WITHOUT NOTIFYING THE 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DESIGNER OF ANY ERRORS OR OMISSIONS. GARAGE TO BE TO"ABOVE TOP OF FOUND. THESE DRAWINGS ARE SOLELY FOR THE USE _ OF THE OWNER NOTED.ANY OTHER USE OF 4.) VERIFY DOOR STYLE&HARDWARE IN THE FIELD THESE DRAWINGS REOUIRES THE WRITTEN Al, - _ CONSENT OF THE DESIGNER. i k . 12 12 W 20'-0' 12 _ -�5 1 x 8 RAKE BOARDS z Q 2'-6' 15'-0' 2•.6• W/1 x 3 DRIP BOARD � VQN C4Oo . I TOP OF PLATELLJ A3 Q >-LLJ �. ' - - - TOP OF PLATE Z '� @ KNEEWALL I � M=N DECK a C)M , b o SECOND FLOOR PERGOLA(SEE SECTION - - FOR DETAILS) .. .10,A., 10'� SUBFLOOR _ - ANDERSEN - AN 61 ABOVE - TOP OF PLATE r° '' ANDERSEN TYP.4 x 4 P.T.POS7 W/ - FWH6068 1x511 x6CASING DN 1x5/1.x6 - � - d b CORNERBOARDS- BATH W.C.SHINGLE SIDING ANDERSEN m i - 5"�-TO WEATHER TW 2442 ((s}j I VS ANDERSEN ( or ^ �./ .TW 2442 W ISKYLIGH ABOVE A3 I TOP OF FOUND.. ' i _ Q - - '7 S T' REAR E L E VAT I O N W a O z _ CONT.RIDGE VENT r O � 2 �1 ` C7 1 .LL7 N - ANDERSEN - 3 X t Lo J ANDERSEN i I^f�• r', `/ _ 2442 -. .1� - TW 2442 -t? _ - - TYPICAL ASPHALT o 0 o F- - 1 x 8 FASCIA& ROOF SHINGLES FRIEZE BOARDS � O -,, Q/ TOP OF PLATE A A A3 A3 r TO LOFT K E EEWALL Q (VAULTED CEILING)- z cy UJI 0,6 ANDERSEN - ANDERSEN .( - W SECOND FLOOR TW 2442 TW 2442 SUBFLOOR- TOP OF PLt4TE W �" -1-4 8" ' WINDOW a BUILT SEAT BUILT-IN O P.T.6x 6POSTS CABINET CABINET ,Egg � VE a �� ANDERSEN ANDERSEN TW 21046 TW 21046 SCALE: 11. ANDERSEN ANDERSEN - - 1/4" = F-0;' DHT 210011 DHT 210011 - - TOP OF FOUND. 8-4 3 4 g� —- DATE: 20.-0• 8/23/2005 SECOND FLOOR PLAN JOB NO.: LEFT SIDE ELEVATION JoNEs DRAWING NO.: A2 .r? 2D-T • 2'-6' 16'-a' 2'-6' m _ 20'-a' Z B B BOLTED T A3 O FRAME WI �/ z i _ A3 3/4"DIA.S.S.BOLTS Q N l ' I 2-P.T.2 x 8's � � ��Q O 1' L d p; Q P.T.2 x S's 16" .c. _ P.T.2 x 10 LEDGER BOARD BOLTED TO b V,] I I - SOLID BLOCKING W13/4"S.S.LAG BOLTSr- 16"o.c.STAGGERED,USE PLASTIC SPACERS `J JOIST HANGERS ON BOTH ENDS OF JOISTS �..._ I< j A QrO u-4 I � I , 17 ,f I � � I j � Il���• \ �JI I \��� ( I I I 1.9E L-1 I B JJ �f--- - A3 F— I liy; NI � g I l 1 � 2-7 75"x 11.875 1.9 E'CVL+, 1, O I m IJ71 I I OLLJ C! N - ♦o ( II t A' al A A A3 a A3 A3 I A w al, ____ _ ___ I A3 O I I v � w � PARALLAM HEADER(VERIFY W/MFR.) M. SCALE: ROOF FRAMING PLAN DATE: NOTES: - SECOND FLOOR FRAMING PLAN 8/23/2005 . 1.) ALL ROOF RAFTERS TO BE 2 z 10's ! JOB NO.: UNLESS OTHERWISE NOTED 2.) USE SIMPSON H 2.5 HURRICANE CLIPS JONES AT ALL RAFTERS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS DRAWING NO.: ' CONT.RIDGE VENT TYP. ROOF CONST. } d 1.2x 10 RAFTERS @iG'o.c. •m 2'-6" T-6' T-6' 2'6" - 12 3.ASPHDALT ROOF OOD SHINGLES . - 12 4.15#FELT PAPER Z. - UtATION FLAT CEILING 5 1 R-38 BATT.INS S Q" - - 6.W(R=30)HIGH DENS.INSULATION @ SLOPED CEILINGS Q Q B 1-0 CV ' =PARALLAM:RIDGE:BEAM-(SIZED-BY-OTHERS)- C/1 0 A3 12 B.SIMPSON H 2.5 HURRICANE CLIPS @RAFTER ENDS Q W�* 4 2 x 10's @ 16'o.c. 9.ICE/WATER SHIELD AT BOTTOM 3'0'OF ROOF Q / / T 8 G BEAD BOARD OR EQUIV.BETWEEN 2 x 6 \ TOP OF PLATE �i,,,] m FALSE RAFTERS SCREWED \ \ - / / o TO ROOF RAFTERS @ 16-o.c. - / - / CONT:ALUMINUM U � 2 x 8 LEDGER BOARD BOLTED TO // LL \ \ SOFFIT VENTS '� CV o EXIST.WALL W/S S 117 DIA. 14 3 P T 6"x 6 POSTS ON / TOP OF PLATE _ 12 DIA SONOTUBES� • BOLTS.USE COPPER FLASHING OR °'.LL \\ @ KNEEWALL - f�-t Q O RUBBER MEMBRANE LOFT C] v' TO-4'0�BEr LOW GR_AD1 � w 1 x 2 CROSS MEMBER - - rG /4"T&G - O ". &.., n ` d .,',",'; LYWOOD SUBFLOOR.LUEDv r————————————— -) VERIFY MAT'L INFIELD SUBFLOOR `r' ' _ I I - I „• I - t Ott 7/8--ENGINEERED JOISTS@-16"o:c. (VERIFY Wl JOIST-M - TOP OF PLATE I I 2-2x IT WI CASING TYP.5'BATT. 51W FIRECODE GYP.BD. USE SIMPSON INSULATION(R=19) ON 1 x 3 STRAPPING @ 16' Q I I y H 2.5 CLIPS o.c.IN GARAGE TYP.8"DIA.FIBERGLAS - TYP. WALL CONST. r; I I I A3 I I COLUMNS W/CAPS/BASES a t a (VERIFY FASTENING W/ -2 x 6 STUDS @ 16'o.c. o 1/2-PLYWOOD SHEATHING - MFRS.SPECS) GARAGE -6'BATT INSULATION(R=19) - ;, I I I-TYP:6'x 18' - I a% - ^_ CONC FOOTINGS I -1/2'GYP.BD. UNDER WALLS - I ", 2 x 6's @ 16'o.c. -W.C.SHINGLE SIDING AT STAIRS - I I -'TYVEK' s.. L_——J I _ I ' - 4'CONC.SLAB TOP OF . PITCH 2'TO O.H.DOORS- . I FOUNDATION ('_ TY P.1/T DIA ANCHOR _ - TYP.8"CONC. I "y I - FOUND WALLS I BOLTS @ 48-o.c. W/2#5 BARS TYP.8"CONC. _ FOUND.WALLS W/2#5 BARS o I I AT TOP OF WALL. I I b TYP.12"DIA SONOTUBES V ( 1 AT TOP OF WALL � `/ TYP. .x 18' - I TO 4'0"BELOW GRADE TYP.T x 16' ` I CONC.FOOTINGS I CONC.FOOTINGS I �_ I ICI O Z � A i ,: I. A A BUILDING SECTION a� GARAGE A3 / I GARAGE I I Z I I PITCH C4 O-O.-HO.DO GRADE IyI Ii Q Q P T.2 x L LEDGER BOARD BOLTED TO .Q _ SOLID BLOCKING W/3/4"S.S.LAG BOLTS I I I I 1 (T6"o_,c>STAGGERED•USE PLASTIC SPACERS JOIST HANGERS ON BOTH ENDS OF JOISTS Q 7w _ F--t ' DROP TOP OF FOUND. ( ' I _ VERIFY DECKING fl W • i i _ I *, i _ i W/OWNERS Li�l �yTr . AT O.H:DOOR 1 -BOCT-2 x B RAFTER& _ - ,�. L— 2 x`8-HORIZONTAL FRAME u ----------------- J I ♦ P.T.7x 8's@16"o-c: W ______ TO WALL,USE HANGERS _ _ _ Q ;v �. i"v I ♦ VERIFY USE OF BRACKETS _ C�------------------- - ♦♦ IN THE FIELD - APRON ♦ P.T.6 x 6 POSTS ♦ � � BOLTED TO FRAME � ' ---1 x 8 FASCIA W/314'Dw.S.S. SCALE: : - HARDWARE I/`in _ �,_On BEAD BOARD FRIEZE - 1 W/RECESSED LIGHTING DATE: IsOF IT VENT.s 8/23/2005 SIMPSON ABU 66 FOUNDATION PLAN POST jog E )ONES DETAIL @ OVERHANG t z DRAWING NO.: SCALE: 1/2"=1'-0" e BUILDING SECTION . DECK . A.SONOTUBES TO 4'0"BELOW GRADE