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'..:L ,.. � ..,.� • .. .A,.+, ...,: ,._. �'i .a .� 8 ♦� a�.rtl ,k a, PT q6 '�t f tF 1 a ° , z f Yr ,o a a' r , t T+3 1' A a: Pt` t , . `Y F !a. a'A a U" •a .t }} c-tf s Y, e ( a 7 a f n� er• e {{{{II a4 9;9 e , @ W xd fr A d 1 9 ,d i e 1 i ..,... t , A r..,..t., f. , S, ,e l.,., .a -:1 ,r,,. .o i ,..r. .:.., r•. ::-. ,,.^<:. ,.,.- , ,.: rt f !m�0 i �e n^ , } __ — ,) ,.b.. •Fl _ vt"xn.z r'i• _- -'— _ �[' /__ .5, } -, t.E Z 'w•gr"_} 'r� J2324+k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0� Application #c�;10►C -tXyp, Health Division Date Issued 2. �.2 Z Conservation Division Application Fee $50.00 Planning Dept. Permit Fee $35.00 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 4310 MAIN STREET Village 5 Owner LINDA ALHART Address PO BOX 182, CUMMAQUID. MA 02637 Telephone 508-362-0086 Permit Request INSTALL INSULATION TO ATTIC AND KNEEWALL AREAS: PERFORM AIR SEALING MEASURES; INSTALL STAIRWAY COVER (THERMADOME) . SEE ATTACHED COPY OF CONTRACT AND OWNER AUTHORIZATION FORM. Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $3045.98 Construction Type Lot Size 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 ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: t-.M —4 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ =- Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATIONrn (BUILDER OR HOMEOWNER) a' Name RISE Engineering ; A Div. of Thielsch Telephone Number 401-784-3700 EXTXk EXT6133 Address 1341 Elmwood Ave, Cranston RI 02910 License # 100459 Home Improvement Contractor# 120979 Worker's Compensation # 3730961-01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO RI Resource Req.VverV SIGNATURE DATE Erik Nerstheimer for RISE Engineering r f ,s FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP_/PARCEL NO. `r i ADDRESS VILLAGE A_ OWNER E i { DATE OF INSPECTION: FOUNDATION< , tr FRAME INSULATION ?. FIREPLACE ELECTRICAL: ROUGH FINAL G` PLUMBING: ROUGH FINAL GAS l &Uz_* ROUGH = w FINAL ; x FINAL•BUiLDING'i"A' 40 -, Fx. DATE CLOSED OUT ASSOCIATION PLAN NO. OWNER AUTHORIZATION FORM (Owner's Name) ' �b1 4 owner of the property located at �f i D M A I 0 STVU�T G119A M A Q Lt t D, MA OZC�3� (Property Address) (Property Address) hereby authorize (Subcontractor) an authorized subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Maps Parcel Permit# 74roo 3 Health Division D .g> --7el TU VN D F B ARNSTABLE Date Issued Conservation Division 3kdoq 7nfli MAR 3 I FM 3; 11 Application Fee 01 S / Tax Collector,-- L�3 C2 iC -N L-- Permit Fee f MCI Treasurer (._ 3 d .�.. I "V, L v {J{G-H Planning Dept. C.C_PT11C SYSTEM MUST SE Date Definitive Plan Approved t, STALLED IN COMPLIANCE-7 Planning Board IM0 Tffu S Historic-OKH Preservation/Hyannis f-= � -� :�Yi��� 9TA1,CODE A^ D Project Street Address w3 l o Village G tJt'1C2 fk at ft0 11A ON .5 7 Owner ZW - lsIATWn LI 601 Address - pb logs- GARO -11mauz 0630 Telephone 50% 36 D M2 Permit Request VEA16VC' (A St)tj (kbt trl 4 C6tJS TCtuC 2 Lr lUE_L A00ST161i AQQ Tb t1lWC(A (.SAXL 6tvf . 801 LO Ntlj C14r1lut 1 NEW Square feet: 1 st floor: existing I�1propose 2nd floor: existing proposedI� Total new Zoning District r R f I Flood Plain �s Groundwater Overlay Project Valuation ��o.�u� Construction Type d ftArlr?3, Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. ' Dwelling Type: Single Family X. Two Family 0 Multi-Family(#units) Age of Existing Structure,6k I- AwLd°Historic House: [ Yes 0 No On Old King's Highway: �'es ❑No Basement Type: ❑Full ❑Crawl 0 Walkout 0 Other Basement Finished Area(sq.ft.) © Basement Unfinished Area(sq.ft) LEU ILL Number of Baths: Full: existing _ new Half:existing new Number of Bedrooms: existing new e� r7 Total Room Count(not including baths): existing 1 new ` First Floor Room Count Heat Type and Fuel: q Gas 461 ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes to Detached garage: existing ❑new size Pool: 0 existing ❑new size Barn:0 existing 0 new size Attached garage: existing 0 new size Ll J 6 Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes �Ao If yes,site plan review# Current Use Proposed Use NVF T,n r; JT'%L, M eDW/ltV_BUILDER INFORMATION C t Name �'�= ������ lV Telephone Number-5.bg 36) WS1 Address Sys License# C.S a/ �� lv "f Home Improvement Contractor# Worker's Compensation# N :)Ouq ALL CONSTRUCTION DEBRIS i� FROM THIS PROJECT WILL BETAKEN TO S1 C1A !JR&I-Af-fat SIGNATURE DATE 3 y11`^ FOR OFFICIAL USE ONLY _ f PERMIT NO. ti ► - _ DATE ISSUED 1 MAP/PARCEL NO. _ ADDRESS 'ti '.VILLAGE 1 - OWNER ,. • � - . � /- - j I,' a DATE OF INSPECTION: '-„ FOUNDATION Ko .O D k Z-70 • FRAME II INSULATION O AC FIREPLACE ir.a !t �-' j `� -- ®[�- ELECTRICAL: ROUGH FINAL „ PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL � FINAL BUILDING DATE CLOSEDOU�T. .. t ASSOCIATION PLAN NO. -i • i TRANSMITTAL BROWN LINDQUISYFENUCCIO & LETTER RABER ARCHITECTS, INC. 923 Main Street,Yarmouthport,MA 02675 508-362-8382 PROJECT: Wright Residence ARCHITECT'S (name,address) 4310 Route 6A, Cummaquid,MA PROJECT NO: DATE: March 22,2004 r TO: Whitney Wright If enclosures are not as noted, please inform us immediately. If checked below, please: ATTN: (:) Acknowledge receipt of enclosures. L J ( ) Return enclosures to us. WE TRANSMIT: (X) herewith ( ) under separate cover via ( ) in accordance with your request FOR YOUR: ( ) approval ( ) distribution to parties ( ) information ( ) review&comment (X) record ( ) use ( ) THE FOLLOWING: (X) Drawings ( ) Shop Drawing Prints ( ) Samples ( ) Specifications ( ) Shop Drawing Reproducibles ( ) Product Literature ( ) Change Order (X) COPIES DATE REV. DESCRIPTION ACTION NO. CODE 5 3/16/04 Permit Drawing Sets 11" x 17" (T1 —S2) 15 pages total .,h I I ACTION A. Action indicated on item transmitted D. For signature and forwarding as noted below under REMARKS CODE B. No action required E. See REMARKS below C. For signature and return to this office REMARKS COPIES TO: (with enclosures) 11 11 11 BY: Tim Sawyer f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE O.� New Buildings,Additions $50.00 sD Alterations/Renovations $25.00 Building Permit Amendment. $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 7 9 8 square feet x$96/sq. foot= 7r4b LIP x.0031= plus from below(if applicable) ` ALTERATIONS/RENOVATIONS OF EXISTING SPACE 179 sF square feet x$64/sq. foot= 89 x.0031= plus from from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= 30 �i (number) Deck x$30.00= (number) �o Fireplace/Chimney x$25.00= S �--- (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee �4, �� Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 Data filename:F:\Check\REScheck\WRIGHTck.rck TITLE: ADDITIONS&RENOVATIONS CITY: Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE:Multifamily HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 03/16/04 DATE OF PLANS: MARCH 16,2004 PROJECT INFORMATION: THE WRIGHT RESIDENCE 4310 RT. 6A CUMMAQUID,MA. COMPANY INFORMATION: BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS,INC. 923 MAIN STREET YARMOUTHPORT,MA. 508-362-8382 COMPLIANCE:Passes Maximum UA=977 Your Home UA=555 43.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 2161 30.0 0.0 76 Wall 1: Wood Frame, 16"o.c. 3850 19.0 0.0 200 Window 1:Vinyl Frame:Double Pane with Low-E 411 0.350 144 Door 1: Glass 99 0.330 33 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2161 19.0 0.0 102 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the coolir_g load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in ns 8 R 1310 and J4.4. Builder/Designer Date I REScheck inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release 1 DATE: 03/16/04 TITLE:ADDITION'S&RENOVATIONS Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor: 0.330 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. I, I Duct Construction: [ ] I All accessible joints, seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each dwelling unit(non-dwelling areas must have one thermostat for each system or zone). A manual or ar-tomatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to:the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. I� Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to V Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) BROWND • • & RABER 923 MAIN STREET YARMOUTHPORT , MASSACHUSETTS 02675 Phone: 508.362,8382 Fax: 508.362.8382 MEMORANDUM Date: April 12, 2004 To: The Town Of Barnstable(Attn: Bill Kelly) Department of Health Safety and Environmental Services Building Division 367 Main Street, Hyannis, MA 02601 Project: Wright Residence Owner: Whitney Wright - Project Address: 4310 Main Street, Rte 6A Builder: (Owner) 508-362-7669 The Following are responses to your noted items on the above project.(Response 'A"to note 'A'; etc.) A. All type "K"windows will be tempered glass when located in a bathroom. B. All bath exhausts will vent directly to exterior C. Square Footages: Renovated: 2,179 s.f Addition: 788 s.f. D. For engineering specs. on structural/engineered lumber See Attachment#1, #2, #3 E. Additional collar tie @ ridge will be located 32"o.c. (Detail "A"-Sheet"A7")See Attachment#4 F. Vent baffles will be installed @ all insulated rafter conditions. If there are any questions on the above items please contact Tim Sawyer @ Brown Lindquist Fenuccio and Raber Architects. 508.362.8382 tr _A�yerhaeuxrBusine 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Number.7002126591 User:1 4/12/2004 11:17:33 AM Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:18' 2" I a. a o Product Diagram is Conceptual, LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:6' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 3.50"� 976/301 /0/1277 L4 None 2 Steel column 3.50" 3.50")- 2675/956/0/3631 L5 None 3 Steel column 3.50" 3.50" 5 976/301 /0/1277 L5 None -See TJ SPECIFIER'S l BUILDERS GUIDE for detail(s):L4,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1816 1510 9476 Passed(16%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -3238 -3238 17662 Passed(18%) Bearing 2 under Floor loading Live Load Defl(in) 0.038 0.297 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.046 0.446 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"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 Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: For this designed beam depth this member represents the longest unsupported span in the new floor system PROJECT INFORMATION: OPERATOR INFORMATION: Wright Residence TIM SAWYER BLFR Member: 923 MAIN STREET ROUTE 6A Drop beam under family room addition(first floor) YARMOUTHPORT, MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by True Joist, a Weyerhaeuser Business Microllam° is a registered trademark of Trus Joist. C:\Program Files\True Joist\TJ-Beam\Job Files\Family Rm Floor Beam.sms TJ-Beam(TM)6.10Seria"Nu `r' 2126591 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL User:1 4/12/2004 11:17:34 AM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group E, 11.00,, 8' 11.00,. Max. Vertical Reaction Total (lbs) 1277 3631 1277 Max. Vertical Reaction Live (lbs) 976 2675 976 Required Bearing Length in 1.50(W) 1.50(S) 1.50(S) Max. Unbraced Length (in) 32 32 32 Loading on all spans, LDF = C.90 1.0 Dead Design Shear (lbs) 2C8 -398 398 -208 Max Shear (lbs) 287 -478 478 Member Reaction (lbs) 287 956 287 Support Reaction (lbs) 301 956 301 Moment (Ft-Lbs) 480 -852 480 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 791 -1510 1510 -791 Max Shear (lbs) 1089 -1816 1816 -1089 Member Reaction (lbs) 1089 3631 1089 Support Reaction (lbs) 1144 3631 1144 Moment (Ft-Lbs) 1821 -3238 1821 Live Deflection (in) 0.023 0.023 Total Deflection (in) 0.031 0.031 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 924 -1376 531 -74 Max Shear (lbs) 1223 -1682 612 -153 Member Reaction (lbs) 1223 2294 153 Support Reaction (lbs) 1277 2294 165 Moment (Ft-Lbs) 2296 -2045 137 Live Deflection (in) 0.038 -0.016 Total Deflection (in) 0.046 -0.011 ALTERNATE span loading on even # spans, :LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 74 -531 1376 -924 Max Shear (lbs) 153 -612 1682 -1223 Member Reaction (lbs) 153 2294 1223 Support Reaction (lbs) 165 2294 1277 Moment (Ft-Lbs) 137 -2045 2296 Live Deflection (in) -0.016 0.038 Total Deflection (in) -0.011 0.046 PROJECT INFORMATION: OPERATOR INFORMATION: Wright Residence TIM SAWYER BLFR Member: 923 MAIN STREET ROUTE 6A Drop beam under family room addition(first floor) YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCH ITECTS.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business Microllam° is a registered trademark of True Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\Family Rm Floor Beam.sms # vA rhaeu02126591 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Num er:7002126591 User:1 4/12/2004 11:17:33 AM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:18'2" F_ 1�; 2❑' 3❑ b 9.1.. b 9'11. Product Diagram is Conceptual, LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:6' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" (3.50") 976/301 /0/1277 L4 None 2 Steel column 3.50" '3.50"t 2675/956/0/3631 L5 None 3 Steel column 3.50" 3.50"1 976/301 /0/1277 L5 None -See TJ SPECIFIER'S./BUILDERS GUIDE for detail(s):L4,L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1816 1510 9476 Passed(16%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -3238 -3238 17662 Passed(18%) Bearing 2 under Floor loading Live Load Defl(in) 0.038 0.297 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.046 0.446 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:STAN DARD(LL:L/360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"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 Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: For this designed beam depth this member represents the longest unsupported span in the new floor system PROJECT INFORMATION: OPERATOR INFORMATION: Wright Residence TIM SAWYER BLFR Member: 923 MAIN STREET ROUTE 6A Drop beam under family room addition(first floor) YARMOUTHPORT, MA 02675 Phone:508.362.8382 TIM@CAPEARCH ITECTS.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of True Joist. C:\Program Files\True Joist\TJ-Beam\Job Files\Family Rm Floor Beam.sms ®L j eA Bminm TJ-Beam(TM)6.10 Serial m6er7002r126591 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL UserPaget Engine VersiO4 o17:3aAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.10.3 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 8' 11.00" 8' 11.00" Max. Vertical Reaction Total (lbs) 1277 3631 1277 Max. Vertical Reaction Live (lbs) 976 2675 976 Required Bearing Length in 1.50(W) 1.50(S) 1.50(S) Max. Unbraced Length (in) 32 32 32 Loading on all spans, LDF = 0.90 1.0 Dead Design Shear (lbs) 208 -398 398 -208 Max Shear (lbs) 287 -478 478 Member Reaction (lbs) 287 956 287 Support Reaction (lbs) 301 956 301 Moment (Ft-Lbs) 480 -852 480 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 791 -1510 1510 -791 Max Shear (lbs) 1089 -1816 1816 -1089 Member Reaction (lbs) 1089 3631 1089 Support Reaction (lbs) 1144 3631 1144 Moment (Ft-Lbs) 1821 -3238 1821 Live Deflection (in) 0.023 0.023 Total Deflection (in) 0.031 0.031 ALTERNATE span loading on odd # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 924 -1376 531 -74 Max Shear (lbs) 1223 -1682 612 -153 Member Reaction (lbs) 1223 2294 153 Support Reaction (lbs) 1277 2294 165 Moment (Ft-Lbs) 2296 -2045 137 Live Deflection (in) 0.038 -0.016 Total Deflection (in) 0.046 -0.011 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 74 -531 1376 -924 Max Shear (lbs) 153 -612 1682 -1223 Member Reaction (lbs) 153 2294 1223 Support Reaction (lbs) 165 2294 1277 Moment (Ft-Lbs) 137 -2045 2296 Live Deflection (in) -0.016 0.038 Total Deflection (in) -0.011 0.046 PROJECT INFORMATION: OPERATOR INFORMATION: Wright Residence TIM SAWYER BLFR Member: 923 MAIN STREET ROUTE 6A Drop beam under family room addition(first floor) YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright c 2003 by True Joist, a Weyerhaeuser Business Microllam° is a registered trademark of True Joist. C:\Program Files\True Joist\TJ-Beam\Job Files\Family Rm Floor Beam.sms -AVCEerhaeuserBusiness 3 PCs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Num6er.7002126591 User:1 4/12/2004 11:35:56 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED R o: Q 6 16'10" ' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Microllam LVL beam 5_.25':y Hanger 449.r 248/0/696 N/A N/A N/A H1:Top Mount Hanger None 2 Microllam LVL beam .5.25",l' Hanger 449 1 248/0/696 N/A N/A N/A H1:Top Mount Hanger None -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(3):H1:Top Mount Hanger HANGERS: No Manufacturer Selected Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A 2 H1:Top Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 660 -596 9227 Passed(6%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 2634 2634 16806 Passed(16%) MID Span 1 under Floor loading Live Load Defl(in) 0.123 0.399 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.190 0.798 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom):must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress-Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ•SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TIM SAWYER Member: BLFR Flush Framed beam under media room(second floor) r' 923 MAIN STREET ROUTE 6A YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by True Joist, a Weyerhaeuser Businese Microllam® and Microllama are registered trademarks of Trus Joist. -AVGhyxrhaeuserBusiness 3 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 serial Number:7002126591 User:1 4/12/2004 11:35:57 AM Page3 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 11.5011 Max. Vertical Reaction Total (lbs) 696 696 Max. Vertical Reaction Live (lbs) 449 449 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 212 -212 _ Max Shear (lbs) 235 -235 �. Member Reaction (lbs) 235 235 Support Reaction (lbs) 248 248 Moment (Ft-Lbs) 936 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 596 -596 Max Shear (lbs) 660 -660 Member Reaction (lbs) 660 660 Support Reaction (lbs) 696 696 Moment (Ft-Lbs) 2634 Live Deflection (in) 0.123 Total Deflection (in) 0.190 PROJECT INFORMATION: OPERATOR INFORMATION: TIM SAWYER Member: BLFR Flush Framed beam under media room(second floor) 923 MAIN STREET ROUTE 6A YARMOUTHPORT, MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business Microllam® and Microllam° are registered trademarks of'True Joist. r (/ euser 3 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Num er.7002126691 Page Engine Version:110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Operator Notes: For This designed beam depth this member repesents the longest unsupported span in the new second floor structure PROJECT INFORMATION: OPERATOR INFORMATION: TIM SAWYER Member: BLFR Flush Framed beam under media room(second floors 923 MAIN STREET ROUTE 6A YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business Microllam® and Microllam® are registered trademarks of 'rrus Joist. TJ-Beam(TM)6.10 Serial N.TP o`,"N59; 4 PCs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL User:1 4/12/2004 11:44:26 AM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a a b 13' Product Diagram is Conceptual, LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 6.25 f 5.25") 347/220/0/567 L5 None 2 Wood column 15:25" :5.25" 347/220/0/567 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 540 -462 12303 Passed(4%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1670 1670 22408 Passed(7%) MID Span 1 under Floor loading Live Load Defl(in) 0.034 0.309 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.056 0.619 Passed(U999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: See building section detail"C"sheet"AT' PROJECT INFORMATION: OPERATOR INFORMATION: TIM SAWYER Member: , BLFR Flush Framed beam in Master Suit ceiling 923 MAIN STREET ROUTE 6A YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by True Joist, a Weyerhaeuser Business Microllam® is a registered trademark of True Joist. C:\Program Files\Trua Joist\TJ-Beam\Job Files\Master BedRm beam.sms -AVn haeuser 6591s 4 Pcs of 1 3/4" x 9 1/4" 1.9E Microllam@ LVL TJ-Beam(TM)6.10 Serial Number.7002126591 User:1 4/12/2004 11:44:26 AM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 4.50" Max. Vertical Reaction Total (lbs) 567 567 Max. Vertical Reaction Live (lbs) 347 347 Required Bearing Length in 1.50(S: 1.50(S) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 179 -179 - _ Max Shear (lbs) 2"_0 -210 Member Reaction (lbs) 210 210 Support Reaction (lbs) 220 220 Moment (Ft-Lbs) 649 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 462 -462 Max Shear (lbs) 540 -540 Member Reaction (lbs) 540 540 Support Reaction (lbs) 567 567 Moment (Ft-Lbs) 1670 Live Deflection (in) 0.034 Total Deflection (in) 0.056 PROJECT INFORMATION: OPERATOR INFORMATION: TIM SAWYER Member: BLFR Flush Framed beam in Master Suit ceiling. 923 MAIN STREET ROUTE 6A YARMOUTHPORT,MA 02675 Phone:508.362.8382 TIM@CAPEARCHITECTS.COM Copyright ° 2003 by Trus Joist, a Weyerhaeuser Business: Microllam® is a registered trademark of Trus Joist. C:\Program Files\True Joist\TJ-Beam\Job Files\Master BedRm beam.sms CON'T RIDGE VENT 2x12 RIDGE BD. g 2x8 COLLAR TIE ® 32" O.G. TYPICAL ROOF CONSTRUCTION 12 12 Q 5+ w � 42V 2x8 • 16" O.G. �`� `�� TYPICAL WALL CONSTRUCTION � ` � x W.C. SHINGLES 5" EXPOSURE N TOP PL. TYVEK HOUSEWRAP a 1/2" CDX PLYWOOD H 2x6 STUDS 0 16" O.C. 5 1/2" R1q UNFACED FIBERGLASS =sx MEDIA ROOM BATT INSULATIONS ��� 1/2" BLUE BOARD m c ff r w/ VEN. PLASTER (SMOOTH) 9 9 t` TYP. 2nd FLOOR CONSTRUCTION U f' 3/4" T*G PLYWD SUBFLOOR z GLUED rt NAILED OVER 2x10's 0 16" O.G. Ln z OIL 2ND FLR.A TOP PL. &5 1 x 3 STRAPPING AT 16" O.G. < m Q 1/2" BLUEBOARD WITH SKIMCOAT PLASTER - SMOOTH z 0 do LIVING ROOM 1 w ww 1� TYP, 1ST FLOOR CONSTRUCTION FOUNDATION: v a z 3/4" T +t G PLYWD SUBFLOOR BITUMINOUS DAMPPROOFING a o „ GLUED +t NAILED OVER FOUNDATION WALL w/ ¢ m 2x10 s • 16 O.G. ON 16"x10" DEEP OIL 1ST FLR. 6" (Rlq) FIBERGLASS SATT INSULATION KEYED CONC. FOOTING 0'-0" w Elm U O W lllliill -1111= ° w '5 �o — — a o 'o = per Z L161 U LCRAWL SPACE: � 2" CONC. DUST COVER ' A BUILDING SECTION OVER 6 MIL POLY V.B. OVER 6" COMPACTED GRAVEL PROJEC NAME: -4- ADDRESS: &Irv-Vs �� PERMIT# d3 PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX Z y SLOT j v Data entered in MAPS program on: BY: q/wpfiles/forms/archive 1 TOWN OF BARNS-TABLE SIGN PERMIT PARCEL ID 351 030 GROBASE ID 25306 ADDRESS 4310 MAIN STREET/RTE 6A ( PHONE Barnstable ZIP - LOT 1 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA j PERMIT 23541 DESCRIPTION WARATAH (2-1/2 SQ. FT. ) PERMIT TYPE BSIGN TITLE SIGN PERMIT I I CONTRACTORS: < Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $10.00 BOND $.00 Ox . CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE * BARNSTABLF, + MASS. OWNER HOPKINS, GARRY J & NAN ADDRESS 4310 MAIN ST BOX 6 "' Ep MIr►� i I CUMMAQU I D MA BF IL DING DI_VrISION BY .�.i✓ter , DATE ISSUED 06/03/1997 EXPIRATION D�TE The Town of Barnstablea� y a ent of Health Safe and Environmental Services „IMMA� .s DepartmNAM Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-790.6227 Fax: 508-790-6230 Building Commissioner Application for Sign Permit Applicant �.4Ray �/�i9Ne'y g QP-A"Ilf-1 f, Assessors No. Do'MF Business As: U// Ate /� 4 Al Telephone No. Sign Locations-� 1� Street/Road: iN Y Zoning District: . Old Dings Highmay? Te N- Property Qwner Name: r q A AQ PK/to f Telephone: 3 6 2- /(,4 69• Address: 430 1114e,41 L: /qr G4 Village: Sign Contractor Name; Telephone: Address: Village: �',4,4 Tifff�l Description Please draw a diagram of lot shon•ing location of buildings and e.asting signs nith dimensions, location and size of the new sign. This should be drawn on the reverse side of this application. Is the sign to be electrified? Ye( (Note.If jr�s, a fviringpermic is required) I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of Section 4-3 of the Town of Barnstable Z#iing Ordinance. Signature of Owner/A t 401 Date: 2 ✓61 I Size: D Z Permit Fee: Sign Permit was approved: Disapproved: Signature of Building Offid / Date: