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Thomas F.Geiler,Director Building Division Tom Peaty,CBO, Building Commissioner 200 Main Street,Hyamtis,MA 02601 vm,w town baznstable.rman Office: 508-862-4038 Fax:508-790-6230 EXPRESS ELRWT APPLICATION - RESWENTIAL ONLY elNumber3j�`� Not Valid n*hoza Red X-Press Imprint Map/parcelNumber (� Property Address ❑Residential Value ofWork S �y, _ Minimum fee of S35.00 for work underS6000.00 Owner's Name&Address h aC� c VLF v ,l Contractor's Name i(uAi G n 5hroc f"j`un U t, Telephone Nwnber��1 1313 Home Improvement Contactor License I(Yapplicabied053 FTMI-I 1 • 11 reo, l C�v, (riJ G CS Construction Supervisor's License I(ifapplicable) Vdorkmaes Compensation Insurance �y"='.z Check one: ❑ I am sole proprietor 04Y 8 13 amthe Homeowner 2014 � I have Worker's mpensation Insurance , Irn trance Company Narm i J��,i J�.� Ir�j{V t t�L� CO Workman's Comp.Policy WC 00_q 50bP 7 j Co 1�N_ py o fInsurance Compliance Certificate must accompany each permit. Perms sr(check box) -roof(hurricane nailed)(saipping old shingles) All construction debris wil be taken to ❑Re-roof(hurricanenailed)(not strippin God over ex.i irta layers of roof) ❑ Re-side ❑ ReplacemenrWindows/doors/sliders.U-Valae (maxirrnrm.35)0 of windows n ofdoors: ❑ Smoke/Carbon Monoxide detectors 4 floorplans marked with red S and inspections required. Separate Electrical&Fne Permits required. °t4l=e reguied:Issuance ofthis p=Ok does nOt nceaptc0n3P1kaee wirh oiler town depart =regu7nbi .,ie.Historic,Conserva an etc '**Note: Property Owner must si Pr+operg7OymerLetterofPermission. A copy of le Home Improvement Contractors License&Construction Supervisors License is required. , SIGNATURE: C-\Users\ecoMi AppDamaLoeal,J2ierosoft\WMOwslTemporaryInxeractFiles\C=ent.0a thok\M7ODN%AMCKRESS_doc Revised 061S 13 it j 5 CERTAINTEED Warranties the shingles to be ALGAE resistant for the duration of the Sure Start Warranty depending on the shingle that was purchased. Any deviation or alteration from above specification will be executed upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays are beyond our control. Owner should carry fire, tornado and other necessary insurance upon the above work. We, if not accepted within thirty days may withdraw this proposal. FRASER CONSTRUCTION, LLC: Carries Workman's Compensation and Public Liability Insurance on the above work, certificate available upon request. DATE OF ACCEPTANCE: 1 .I6 b�� Lemmer Fraser Construction, LLC 5 I Town of Barnstable ' d'•: PROF THE)�� . Regulatory Services Thomas F. Geiler,Director + 1A MASS,LE, 9 ''"`019. Building Division �0 g �'�Fn►„�y Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.m a.us Office: 508-862-4038 Fax: 508-790-623( PERMIT#�lJ0 P 0 J I a 3 FEE: $ �S ` SHED REGISTRATION 120 square feet or less Ln . D Location of shed(address) Village �30CVv-snagjz��M . 0 Property owner's name Telephone number t COX to I �g Size of Shed Map/Parcel# . z co gn a Date W N M t Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) �-cvry' Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-farms-shedreg REV:042506 a h 351027 #40 a ' as / J j a / a X 36.7 0 f, 0 / 0 ' 00 O 1' a / 0 0 k,c o ax £ ��— _o 1 00 0 i• OO a a %O O h5 ° 029 351028 o 3 4308 #18 % 0 a ' a O ;(,` ' �l 3 p� 3 ° E ' � ' s a o 0 S f IIY 3! I +} K " 0 *y�, 'Cl �y _ z pa I PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map is for planning purposes only. It :.' parcel lines a this map are only graphic representations of may not be adequate for legal boundary determination or - �• 0 5 10 20 Feet Assessors tax parcels. They are not We property regulatory interpretation.This map does not represent an � � boundaries and do not represent accurate relationships to on-the-ground survey. A^� physical objects on the map such as building locations. ,�j �• 1 inch equals 20 feet i L i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3S' l Parcel 02 S Permit# 7 17 Health Division Q1 /9R - i�2��1j/ Date Issued 4V -TO, Conservation Division Application Fee ®G,D Tax Collector Permit Fee 1 I t Treasurer ©�_ SEPTIC SYSTEM MUS'r BE 'V ST LE'®IN COAIPLIANCF Planning Dept. MT � TITLL 5 . Date Definitive Plan Approved by Planning Board �r.0VAgZXTAL CODE A,%,j Historic-OKH Preservation/Hyannis Project Street Address 15 �4 c-as M M V+F. Village Owner K4x_9l48 FFf4T21c1; CtA ES�4AuskAS Address t 8 1�CvCNL 4.N 13HRNsr�til Telephone .5-0 - 0 stvyr Permit Request RC rweeDr i t--Am%%..!�? I l),N rN 6 (Lwl Am> q3S e F W SW 5u N R&nwt s&upr-onm AS, Sl4ou-3N bW ' PLAN BIZ_ l2 - Ib• c)3 Square feet: 1 st floor: existing Z31 o proposed /MS'4 2nd floor: existing 1Z i 7 proposed O Total newer Zoning District R F- 1 Flood Plain Groundwater Overlay Project Valuation 7 8.U S. " Construction Type wooQ F?_Aw e7 Lot Size L. 7 Z A Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family O"_ Two Family ❑ Multi-Family(#units) Age of Existing Structure At t' Historic House: ❑Yes ❑ No On Old King's Highway: ErTe—s ❑No Basement Type: N Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) n Basement Unfinished Area(sq.ft) Z 310 Number of Baths: Full: existing (D new O Half:existing o new 1 Number of Bedrooms: existing 6 new a Total Room Count(not including baths): existing 9 new 1 O First Floor Room Count Heat Type and Fuel: R'Gas ❑Oil ❑ Electric ❑Other Central Air: (ems ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes W14o Detached garage:❑existing ❑new size — Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:0 existing Cl new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes R ITo If yes, site plan review# Current Use ,S t to c!!2►_s Flare xi.- Proposed Use S AWn� BUILDER INFORMATION Name Rco&F—Rs # mAtizNm— q_ =wc— Telephone Number .5'0 9 z/ZR. - 61 06 Address L3 nx License# CS o l b l?y 0sTE r L I-r_ r1 r- Home Improvement Contractor# 1 06►3 -14 Worker's Compensation# we '2 Zt33o9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKENX 5! c r3� 5SA -P v wt SIGNATURE DATE T N 16 Zo®Y FOR OFFICIAL USE ONLY y PERMIT NO. DATE ISSUED :MAP/PARCEL NO. i kk ADDRESS VILLAGE _ OWNER- DATE OF INSPECTION: FOUNDATION fle AI FRAME t.jklf. li a,'rf�M,pa�1 tJ fo ,� -�uN/o o nn INSULATION l 7,94y eir FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL- GAS: ROUGH - FINAL { - i FINAL BUILDING DATE CLOSED OUT ' -• r ,ASSOCIATION PLAWN' O. �• OF1HE'o Town of Barnstable Regulatory Services • BA ASS. LE. M y Mass. g Thomas F.Geiler,Director 4ipTf1 39- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 _ F -Fax: 508 790 6230 Property Owner Must Complete and Sign This Section If Using A Builder . as Owner of the subject property hereby authorize ROGERS & MARNEY, INC. to act on my behalf, in all matters relative to work authorized by this building permit application for (address of job) ' � t t �t • O ail � ,nature er •Date KAI.p+4 Cti FSWNVSY-A5 Print Name • Q:FO R-NIS:O WN E RPE RIVI ISS ION RESIDENTIAL BUILDING PERMIT FEES i APPLICATION FEE New Buildings,Additions $50.00 SO.— Alterations/Renovations $25.00 Building Permit Amendment $25.00 a k , �sv79 34" FEE VALUE WORKSHEET i j NEW LIVING SPACE y3S square feet x$96/sq. foot= 5(/0 7(,d. x.0031= 1 25. 4 b plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE S 7Z square feet x$64/sq. foot= 3��6 O$,— x.0031= 1 1 3,y 8_ plus 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= (number) Deck x$30.00= (number) ®O Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 . Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost I TGA C F APPLICANT.- RALPH J. & PATRICIA A. CHESNA USKAS TOWN C UMMAQ UID AS MAP PARCEL 27 Y� Y AS. MAP PARCE L 28 0 off' 5� `° �S �'•p ��A �2 a" O U N m ?Q'• OD ' a v b S�64p50Pka � �7 FLOOD P-LVEL- -5_0_0_01__0_00_I_D FLOOD ZONE. C_ DATED 7/�/9� hereby certify that this mortgage inspection plan was prepared for. Plan is For BER.�:�RD T. KILROY. ESQUIRE Bank Use Only The location of the building shown does f-QT_ fall Within a special flood hazard zone. 199 'S5 the location of the dWP!!_%no does __- conform to the local zoning by-taws in effrat PLAN REF. _ ___i___ at the time of construction frith respect to horizontal dimensional setback requirements Scale 1 = 64 ___ FT. or is exempt from. violation enforcement.action under Mass General Laws CA 40A -Sec. 7 Da te: 6 2O ?LEASE NOTE The structures on this inspection were located b to �r a precise determination of the building location and encroachmentsoif any dxs4 and rcw07 dcr ate only ne actual survey is necessary _e used for recording purposes or for use in Preparing deed descriptions and must not be used for variance building an inspection must not :nspection must not be used to locate property lines Verification of buildinglocations g P purposes This only be accom,�lished by an accurate instrument survey which may reflect different information than what shown hereon. t co inspection is aot o be 1.used for any purposes otber than mortgage. Yankee Survey accepts no responsibility for damages resulting from said reliance. YANKEE ,S UR VE y CONSUL TANTS FAX 508-420-5553 �0 BO.Y 265. 40 INDUSTRY RD, MARSTONS MILLS; MA 02646 PHONE-506-426-0055 33767 Lib! Jan-15-04 03:36P P-03 y s' Uniformly Loaded Floor Beamr RISC 9th Ed ASD I Ver, 5.07 Bw ArcN-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. an*01-15-2004. 2.2fi:32 PM l iect CHESNAUS-Location. 22'STEEL AM:@ CLG. FAMILY/EATING Summary: A36 W10x30 x 22.0 FT Section Adequate By: 21 1%u Controlling Factor: Moment of Inertia R Deflections- Dead Load. DLD 0.17 IN Live Load LLD= 0.56 IN=L/475 Total L..oad TL.,D= 0.73 IN=U363 Reactions(Each End): Live Load- LL-Rxn= 6720 LB Dead Load DL-Rxn= 1760 LB Total Load TL-Rxn= 7480 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.94 IN Beam Data: Sparc. L= 22.0 FT Unbraced Length-Top of Beam: Lu= 0.0 F7 Live Load Deflect Criteria: U 360 Total Load Deflect. Criteria: l l 300 Floor Loading: Floor J.ive Load-Side One. LL1 40.0 PSF Floor Dead Load-Side One DL1= 10.0 PSF Tributary Width-Side One: TW1= 65 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two, DL2= 10.0 PSF Tributary Width-Side Two. TW2- 6.5 FT Wall Load. WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 520 PLF Beam Self Weight: BSW= 30 PLF Beam Total Dead Load: wD= 160 PLF Total Maximum Load. wT= 680 PLF Properties for: W10x30/A36 Yield Stress. Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.47 IN Web 1 hrcknpss- tw= 0.30 IN Flange Width. bf= 5.81 IN Flange Thickness- tf•= 051 IN Distance to Web Toe of Fillet. k= 0.94 IN Moment of Inertia About X-X Axis, Ix.- 170.00 IN4 Section Modulus About X-X Axis: 5x= 32.40 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.55 IN Design Properties par Al SC Steel Construction Manual: Flange Bucklinq Ratio: FBR- 5.70 Allowable Flange Buckling Ratio. AFBR= 10.83 Web Buckling Ratio WBR= 34.90 Allowable Web Bucklino Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 10.0 FT Limiting Unbraced Length for Fb=.G6*Fy: Lc= 6.13 FT Allowable Bending Stress: Fb-- 23.76 KSI Web Height to Thickness Ratio: li 31.5 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy. hitw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison. Controlling Moment: M= 41140 FT-LB Nominal Moment Strength: Mr 54152 FT-L8 Controlling Shear. v= 7480 LB Nominal Shear Strength: 1rr= 45230 LB Moment of Inertia{Deflection): lreq= 140.42 IN4 1= 170.00 IN4 Multi-Loaded Beam(99 BOCA National Buildinq Code(97 NDS) Ver: 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:05 PM Proiect: CHESNAUS-Location: 9.5'GARAGE DOOR HEADER(PT.LOAD)O Summary: - ( 3 ) 1.75 IN x 7.25 IN x 9.5 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 52.4% Controllinq Factor: Area/Depth Required 6.08 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.13 IN Live Load: LLD-Center— 0.10 IN=U1144 Total Load: TLD-Center= 0.22 IN= U508 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 489 LB Dead Load: DL-Rxn-A= 916 LB Total Load: TL-Rxn-A= 1405 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 0.36 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2965 LB Dead Load: DL-Rxn-B= 1780 LB Total Load: TL-Rxn-B= 4745 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.21 IN Beam Data: Center Span Lenqth: L2= 9.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L1 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 54 PLF Dead Load: wD-2= 164 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 230 PLF Point Load 1 Live Load: PL1-2= 2941 LB Dead Load: PD1-2= 1025 LB Location(From left end of span): X1-2= 8.75 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 Cf=1.07 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 4294 FT-LB 6.08 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 4745 LB At riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 18.50 IN3 S= 45.99 IN3 Area(Shear): Areq= 24.97 IN2 A= 38.06 IN2 Moment of Inertia (Deflection): Ireq= 98.55 IN4 1= 166.72 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS))Ver. 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:04 PM Project: CHESNAUS-Location:0.5'FLUSH,GIRT W/PT.LDS.. 'l Summary: (2 ) 1.75 IN x 9.5 IN x 9.5 FT /1.9Eo.Microllam-FTrus Joist-MacMillan Section Adequate By: 91.8% Controllinq Factor"Moment of Inertia/Depth Required 7.65 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.05 IN Live Load: LLD-Center— 0.15 IN=L/745 Total Load: TLD-Center= 0.20 IN =U575 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2284 LB Dead Load: DL-Rxn-A= 712 LB Total Load: TL-Rxn-A= 2995 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 1.14 IN Center Span Riqht End Reactions(Support B):. Live Load: LL-Rxn-B= 2284 LB Dead Load: DL-Rxn-B= 712 LB Total Load: TL-Rxn-B= 2995 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.14 IN Beam Data: Center Span Lenqth: L2= 9.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 346 PLF Dead Load: wD-2= 87 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 443 PLF Point Load 1 Live Load: PL1-2= 640 LB Dead Load: PD1-2= 249 LB Location(From left end of span): X1-2= 0.75 FT Point Load 2 Live Load: PL2-2= 640 LB Dead Load: PD2-2= 249 LB Location(From left end of span): X2-2= 8.75 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5669 FT-LB 4.75 Ft from left support.of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 2995 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.34 IN3 S= 52.65 IN3 Area (Shear): Areq= 15.76 IN2 A= 33.25 IN2 Moment of Inertia(Deflection):. Ireq= 130.38 IN4 1= 250.07 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS))Ver. 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004 : 1:42:04 PM Protect: CHESNAUS-:Location: 4:5'HDR. @ C.O. TO LIVING !� Summary: (2 ) 1.75 IN x 9.25 IN x 4.5 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 27.3% Controllinq Factor: Section Modulus/Depth Required 8.2 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.02 IN Live Load: LLD-Center= 0.04 IN =U1230 Total Load: TLD-Center- 0.06 IN =U913 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2982 LB Dead Load: DL-Rxn-A= 1103 LB Total Load: TL-Rxn-A= 4085 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= 1.56 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2982 LB Dead Load: DL-Rxn-B= 1103 LB Total Load: TL-Rxn-B= 4085 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.56 IN Beam Data: Center Span Lenqth: L2= 4.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam:. Lu2-Bottom= 4.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 54 PLF Dead Load: wD-2= 89 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 153 PLF Point Load 1 Live Load: PL1-2= 5720 LB Dead Load: PD1-2= 1760 LB Location (From left end of span): X1-2= 2.25 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2694 PSI Adjustment Factors: Cd=1.00 Cf=1.04 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 8803 FT-LB 2.25 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and Live loads on span(s)2 Controllinq Shear: V= 4085 LB At riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 39.21 IN3 S= 49.91 IN3 Area(Shear): Areq= 21.50 IN2 A= 32.38 IN2 Moment of Inertia (Deflection): lreq= 75.87 IN4 1= 230.84 IN4 Multi-Loaded Beamf 99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.07 Bv:Archi-Tech Assoc. Inc_ ,Archi-Tech Assoc. Inc. on: 01-15-2004: 1-.42:03 PM Protect: CHESNAUS-Location!3.5`WINDOW'HDR. @ VALLEY PT.LOAD Summary: (2 ) 1.75 IN x 5.5 IN x 3.5 FT /1.9E'Micr6llam=Jrus Joist-MacMillan Section Adequate By: 74.7% Controlling Factor:Area/Depth Required 4.04 In Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center— 0.03 IN=U1351 Total Load: TLD-Center— 0.05 IN=U892 Center Span Left End Reactions(Support A): Live Load: LL-Rxn.A= 1378 LB Dead Load: DL-Rxn-A= 716 LB Total Load: TL-Rxn-A= 2094 LB Bearinq Length Required(Beam only, Support capacity not checked): BL-A= 0.80 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 952 LB Dead Load: DL-Rxn-B= 527 LB Total Load: TL-Rxn-B= 1479 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.56 IN Beam Data: Center Span Lenqth: L2= 3.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 240 PLF Dead Load: wD-2= 160 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 406 PLF Point Load 1 Live Load: PL1-2= 1490 LB Dead Load: PD1-2= 662 LB Location (From left end of span): X1-2= 1.25 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fe_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors: Cd=1.00 Cf=1.11 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 2295 FT-LB 1.26 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and Live loads on span(s)2 Controllinq Shear: V= 2094 LB At left support of span 2:(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 9.52 IN3 S= 17.65 IN3 Area(Shear): Areq= 11.02 IN2 A= 19.25 IN2 Moment of Inertia (Deflection): Ireq= 16.31 IN4 1= 48.53 IN4 Multi-Loaded Beam(99 BOCA National Buildinq Code(97 NDS)1 Ver. 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:03 PM Protect: CHESNAUS-Location„3'HDR.,@ WINDOW d Summary: (2 ) 1.75 IN x 7.25 IN x 3.0 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 21.6% Controllinq Factor: Area/Depth Required 6.53 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.01 IN Live Load: LLD-Center= 0.03 IN =U1344 Total Load: TLD-Center= 0.04 IN =U1008 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2941 LB Dead Load: DL-Rxn-A= 1025 LB Total Load: TL-Rxn-A= 3966 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 1.51 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2941 LB Dead Load: DL-Rxn-B= 1025 LB Total Load: TL-Rxn-B= 3966 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.51 IN Beam Data: Center Span Lenqth: L2= 3.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 54 PLF Dead Load: wD-2= 89 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 151 PLF Point Load 1 Live Load: PL1-2= 5720 LB Dead Load: PD1-2= 1760 LB Location (From left end of span): X1-2= 1.5 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 Cf=1.07 Fv': FV= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5780 FT-LB 1.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3966 LB At riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 24.91 IN3 S= 30.66 IN3 Area(Shear): Areq= 20.88 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 33.09 IN4 1= 111.15 IN4 Multi-Lcaded Beam[99 BOCA National Building Code(97 NDS)I Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:02 PM Proiect: CHESNAUS-Location:.=20'STRUCTURAL RIDGE @ SUNROOM 0 Summarv: ( 3 ) 1.75 IN x 16.0 IN x 20.0 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 53.2% Controlling Factor: Moment of Inertia/Depth Required 13.88 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.19 IN Live Load: LLD-Center— 0.33 IN =U722 Total Load: TLD-Center= 0.52 IN =U460 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2923 LB Dead Load: DL-Rxn-A= 1689 LB Total Load: TL-Rxn-A= 4611 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 1.17 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2923 LB Dead Load: DL-Rxn-B= 1689 LB Total Load: TL-Rxn-B= 4611 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.17 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 255 PLF Dead Load: wD-2= 125 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 406 PLF Point Load 1 Live Load: PL1-2= 745 LB Dead Load: PD1-2= 352 LB Location(From left end of span): X1-2= 10.0 FT Properties For: 1.9E Microllam-Trus Joist-MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2500 PSI Adjustment Factors: Cd=1.00 Cf=0.96 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment M= 25798 FT-LB 10.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 4611 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 123.82 IN3 S= 224.00 IN3 Area(Shear): Areq= 24.27 IN2 A= 84.00 IN2 Moment of Inertia(Deflection): Ireq= 1169.85 IN4 1= 1792.00 IN4 c Multi-Loaded Beamf 99 BOCA National Building Code(97 NDS))Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:02 PM Protect: CHESNAUS-Location:00' HDR.@ SUNROOM/HALL Summary: (2 ) 1.5 IN x 9.25 IN x 10.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 45.7% Controlling Factor: Area/Depth Required 7.44 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.04 IN Live Load: LLD-Center— 0.10 IN= U1154 Total Load: TLD-Center— 0.14 IN=U831 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 640 LB Dead Load: DL-Rxn-A= 249 LB Total Load: TL-Rxn-A= 889 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.70 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 640 LB Dead Load: DL-Rxn-B= 249 LB Total Load: TL-Rxn-B= 889 LB Bearing Length Required(Beam only,Support capacity not checked): BL-B= 0.70 IN Beam Data: Center Span Length: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 128 PLF Dead Load: wD-2= 43 PLF Beam Self Weight: BSW= 7 PLF Total Load: wT-2= 178 PLF Properties For: #2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 Cf=1.10 Fv': FV= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2222 FT-LB 5.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 889 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 27.70 IN3 S= 42.78 IN3 Area(Shear): Areq= 19.04 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 71.40 IN4 1= 197.86 IN4 I a ' Combination Roof and Floor Beam[99 BOCA National Buildinq Code(97 NDS))Ver: 5.07 By:Archi-Tech Assoc. Inc. , Archi-Tech Assoc. Inc. on: 01-15-2004 : 1:42:01 PM Protect: CHESNAUS-Location:6_.5' HDR:@ SLIDING DOORS Summary: (2 ) 1.5 IN x 7.25 IN x 6.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 15.7% Controllinq Factor: Area/Depth Required 6.26 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.05 IN= U1439 Total Load: TLD= 0.09 IN = U835 Reactions(Each End): Live Load: LL-Rxn= 585 LB Dead Load: DL-Rxn= 423 LB Total Load: TL-Rxn= 1008 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 6.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 5.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 10.0 PSF Roof Tributary Width-Side Two: RTW2= 1.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 0.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 5.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 180 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 75 PLF Floor Uniform Live Load: wL-floor- 0 PLF Floor Uniform Dead Load: wD-floor- 50 PLF Beam Self Weiqht: BSW= 5 PLF Combined Uniform Live Load: wL= 180 PLF Combined Uniform Dead Load: wD= 125 PLF Combined Uniform Total Load: wT= 310 PLF Controllinq Total Desiqn Load: wT-cont= 310 PLF Properties For: #2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv'. Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 1639 FT-LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1008 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.29 IN3 S= 26.28 IN3 Area(Shear): Areq= 18.79 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 34.23 IN4 1= 95.27 IN4 Combination Roof and Floor Beam(99 BOCA National Buildinq Code(97 NDS))Ver: 5.07 By:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:01 PM Proiect: CHESNAUS-Location"6.5'HDR. @ SLIDING DOORS Summary: ( 2 ) 1.5 IN x 7.25 IN x 6.5 FT /#2-Spruce-Pine-Fir!Dry Use. Section Adequate By: 15.7% Controllinq Factor: Area/Depth Required 6.26 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.05 IN=U1439 Total Load: TLD= 0.09 IN=U835 Reactions(Each End): Live Load: LL-Rxn= 585 LB Dead Load: DL-Rxn= 423 LB Total Load: TL-Rxn= 1008 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 6.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 10.0 PSF Roof Tributary Width-Side One: RTW1= 5.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 10.0 PSF Roof Tributary Width-Side Two: RTW2= 1.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 0.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 5.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 180 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 75 PLF Floor Uniform Live Load: wL-floor- 0 PLF Floor Uniform Dead Load: wD-floor= 50 PLF Beam Self Weiqht: BSW= 5 PLF Combined Uniform Live Load: wL= 180 PLF Combined Uniform Dead Load: wD= 125 PLF Combined Uniform Total Load: wT= 310 PLF Controllinq Total Desiqn Load: wT-cont= 310 PLF Properties For: #2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.15 Cf=1.20 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 1639 FT-LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1008 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.29 IN3 S= 26.28 IN3 Area(Shear): Areq= 18.79 IN2 A= 21.75 IN2 Moment of Inertia(Deflection): Ireq= 34.23 IN4 1= 95.27 IN4 Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.07 Bv:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004 : 1:42:00 PM Project: CHESNAUS-Location:(11.F VALLEYS Q SUNROOM Summary: (2 ) 1.5 IN x 11.25 IN x 11.5 FT (Actual 13 FT) /#2-Spruce-Pine-Fir=Dry Use Section Adequate By: 3.2% Controllinq Factor: Area/Depth Required 10.9 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Span Deflections: Dead Load: DLD-Center- 0.09 IN Live Load: LLD-Center= 0.17 IN=U898 Total Load: TLD-Center- 0.26 IN=U591 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1490 LB Dead Load: DL-Rxn-A= 662 LB Total Load: TL-Rxn-A= 2152 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= 1.38 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 745 LB Dead Load: DL-Rxn-B= 352 LB Total Load: TL-Rxn-B= 1097 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 0.70 IN Beam Data: Span: L= 11-.5 FT Maximum Unbraced Span: Lu= 0.0 FT Beam End Elevation Diff.: EL= 6.08 FT Pitch Of Roof: RP= 9 : 12 Live Load Deflect. Criteria: U 300 Total Load Deflect. Criteria: U 240 Roof Loadinq: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Rafter Lenqth(HipNalley)-Side One: RL1= 8.1 FT Tributary Width Based on full span of rafters. Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Rafter Lenqth(HipNalley)-Side Two: RL2= 8.1 FT Tributary Width Based on full span of rafters. Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 7 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Length: Ladj= 13.01 FT Beam Trianqular Live Load Adjusted for Slope: TRL= 269 PLF Beam Trianqular Dead Load Adjusted for Slope: TRD= 127 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 6 PLF Properties For: #2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1006 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fv': Fv'= 81 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 4421 FT-LB 6.503 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1755 LB At support. Critical shear created by combining all dead and Live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 52.73 IN3 S= 63.28 IN3 Area(Shear): Areq= 32.71 IN2 A= 33.75 IN2 Moment of Inertia(Deflection): Ireq= 144.52 IN4 1= 355.96 IN4 I Y i w , Uniformly Loaded Floor Beam[99 BOCA National Building Code(97 NDS)I Ver: 5.07 BV:Archi-Tech Assoc. Inc. ,Archi-Tech Assoc. Inc. on: 01-15-2004: 1:42:00 PM Protect: CHESNAUS-Location:L9:5'FLUSH GIRT Summary: 1.75 IN x 9.5 IN x 9.5 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By: 12.4% Controlling Factor: Moment of Inertia/Depth Required 9.14 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.27 IN =U427 Total Load: TLD= 0.34 IN = U337 Reactions(Each End): Live Load: LL-Rxn= 1645 LB Dead Load: DL-Rxn= 436 LB Total Load: TL-Rxn= 2081 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.59 IN Beam Data: Span: L= 9.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 8.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 346 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 92 PLF Total Maximum Load: wT= 438 PLF Properties For: 1.9E Microllam-Trus Joist-MacMillan Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 Cf=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4943 FT-LB 4.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 2081 LB At support. Critical shear created bV combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 22.10 IN3 S= 26.32 IN3 Area(Shear): Areq= 10.95 IN2 A= 16.63 IN2 Moment of Inertia (Deflection): Ireq= 111.21 IN4 1= 125.03 IN4 t r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I Parcel d -Permit# Health Division j4 Date Issued Conservation Division Z �2 Fee (731�4�CoINSTiALLED IN G®MPLIAX ar: Treasurer y WITH TITLE 5 `91Z ENVIRONMENTAL CODE AND Planning Dept: r REGULATIONS Date Definitive Plan Approved by Planning Board .✓� 77 Historic-OKH Preservation/Hyannis Project Street Address < V k Village Owner Address r' Telephone -S :3 6 1-), 17:2 ' kR6 3 Permit Request r Square feet: 1 st floor: existing?4-0—V proposed 2nd floor:existing proposed Q Total new 3 Estimated Project Cost Q Zoning District Flood Plain Groundwater Overlay Construction Type \N/ nj Lot Size C-CX A, . Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: 2/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 �,Otal Room Count(not including baths): existing I new_0 First Floor Room Count Heat Type and Fuel: 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:U existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use — \n,- 4 Proposed Use BUILDER INFORMATION / 1 Name S-17e„ Telephone Number �U s( Address 9, o 0-) License# 09 9 S:7 T T Qa �, Home Improvement Contractor# ,�' Worker's Compensation#��6 ,k 1('S ���1AX 0�J ALL CONSTRUCTIO RIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE Y DATE ° FOR OFFICIAL USE ONLY r 'M 1 { PERMIT,NO. 1'Fj t/J� DATE ISSUED ` MAP/PARCEL NO. , t ADDRESS ' VILLAGE OWNER _ I DATE OF INSPECTION: t - FOUNDATION i FRAME - INSULATION i FIREPLACE Y { ELECTRICAL: ROUGI-C e" FINAL r PLUMBING:a ROUGIr= 'o;- FINAL r ' f GAS: ROUGH., T, FINAL a FINAL BUILDING . a " DATE CLOSED OUT ASSOCIATION PLAN NO. a , r r °F THE r The Town of Barnstable « sniexsTnstE. - Department of Health Safety and Environmental Services 1639. ''lFo N,pr' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 - Ralph Crossen Fax: 508-790-6230 Building Commissioner 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. QQ Q Q � �y.� ) � Type of Work: k A�/�r,U 5ALrxo'n�O �'.+r,ds�eJ�Estimated Cost t J Address of Work: Owner's Name: =q_n 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 gent of the ow r: I 1 Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav r t. ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X$55/sq. foot= GARAGE (UNFINISHED) square feet X$25/sq. foot PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= OTHER ��� \s� �O square feet X $??/sq. foot= BOG U Total Estimated Project Cost g990915b i �yKTY�S,OVA .',� = I II '� — � Ex�'r'v I v�K.r�No r�\c�J ap,��,,. :�� • 'Z. - � � �— t'1eiC�tT OP w�c:zo'l?t6c:pF_c�a� ••�� 3 1't _ 36. y r� r _ _—.__.--_.-- _ _.__ --... .--� $,cTB-SWI•I � i .T1F•P1��aoK i�r' y" IbTCHE*EXTENSION,FRONT , r • i j i RAF W tzo�c.�uY SNc,we .,�+. R M.r ' O�f 3a3S P�t've� - — - �--F'u•,T �8;i i � j eri.\uNtr V+w�.-�t�� •4�•2 r •S�wC j I I i j G`RC5 T Pa g80VE v,Yr'Q :�t Cf:, k: R-b�[1^'� 6\.�.VEI' �-7J iY'x"c+,3 .•� I 1 .I NfJ+= 2•.KC�.ut•2Ji � � _ ` .. ' I i 6aic•.S �l. �I I (Z R w,.at ��\nc��J�<.a i R• i . NFL tz.�r --G>•7.:,^\ v v�6c B.,•�.� �. K r JN I � .._—. KS•*� �.' tsR.�,1�aJN >G.,t-fi?NS:orl KITCHEN PLAN, PROPOSED CABINET LAYOUT KITCHEN EXTENSION,LEFT SIDE c- t ORHWN 8Y ' �3.7E+•4M' ' W A895 02 Paola; •u+/«.:w I - i y" r.L>T4ti.0^�c. Fao"iE4..�, n;�.ti.r\t,. P.iuSD I �B\yCK ww.i.t 'ice' AT, anc t.E Uh o r •.rho u+aS6.T ;� _- - - - ? 7• q+.4 Pam`"r �� C^\•�-t ..�(o./ ' dr.S+K'♦ stri+cet.. M.u¢a L.T.. _ BLOCK WALL&FOOTING sf-}8 Y.rhw: j' "SAX.\O 6l.�KINt�.BF.u�.> yy KITCHEN 2 FOOT EXTENSION . , ) i MODIFIED CEILING PLAN. ,y J I4R4'��-st . � goFdo Bla(1G KITCHEN SECTION"A" r t t 1 v 72 'C DISTiN� � f � ' f � - r 6A 577? ITT_ oref 5c tAtk�r I certify that this pro erty is located CERTIFIED PLOT PLAN in flood hazard Zone C Mtside the 500 year flood) as identified by the Depart- LOCATiON .,�cch�:44?w! . .ment of Housing and Urban Development(HUD) SCALE . /",�Q... .... -DATE z�/5, .% Date Da. 2i iy87 OF PLAN REFERENCE . eO7AI�a Z.47vte> o EDWARD � �F44 W,,V v.v. /aL. ele, !� . . .. . yor pkALL . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . CERTIFY THAT THE !'Ti,S77w:G'. I certify to its titla insurance company SHOWN ON THIS PLAN IS !_oCA7ED ON THE GROj�E that there are no vieible encroachments AS SHOWN HEREON AND THAT IT CONFORMS TO or easements except as shown and that this SETBACK REOUIREMENTS OF THE.TOWN of plan was prar�3rea under my i�ur:ediate •• 4 !''s r •�7 .. . . . .WHa:Pa CONS3RUCTEi Supervision. DATE PZx,Z11 fR7 ,,� ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r Map Parcel (� ' Permit# to 9 �— Health Division 3JG f Date Issued �� J Conservation Division q �� Fee o Tax Collector 4444 . Treasurer =7 t .F SEdPTIC SYSTI�M � Planning Dept. +. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITH TITLES ' ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REG. j1Ta�. nQ Project Street Address I Sy Village 1 Owner Address l 1 Telephone l7> �.7-? RFso r Permit Request sna X '3 JA iL" ��.,� &1 Cl �`i�a�—c��-, ate. G����rf�.,,h 'Re..��, , ,�. ��,�.1� 6��.:,►n�',v� Square feet: 1 st floor:existing 1 SD proposed 7 60 2nd floor: existing proposed Total newt: 4 Estimated Project Cost G SO 6(—Zoning District Flood Plain Groundwater Overlay 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 �11 t� Historic House: ❑Yes ,. QlNo On Old King's Highway: dYes ❑No Basement Type: 3'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) k 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 f First Floor Room Count ` Heat Type and Fuel: VGas .❑Oil ❑Electric . ❑Other Central Air: Lk Yes ❑No Fireplaces: Existing`� New_Q Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:Cl existing ❑new size Barn:❑existing ❑new size Attached garage:46xisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑, Appeal# Recorded❑ Commercial ❑Yes, ❑No If yes,site plan review# ' Current Use Proposed Use BUILDER INFORMATION Name Telephone Number (�0 Address IPQ License � ���,a('xn Home Improvement Contractor# j j :2610 Worker's Compensation# �; d=_U 13-101 K:k1 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE 4 FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED i- MAP/PARCEL NO. , , ` ` - - • -, ` .: ' ' _ ADDRESS t f ! VILLAGE - OWNER~ = _ . DATE OF INSPECTION: FOUNDATION ' S FRAME INSULATION `, `" $ __ FIREPLACE ELECTRICAL:, ROUGH r _ FINALS f PLUMBING: ROUGH ;-; -t •,. 1 FINAL t 1� , 14 GAS: ROUGH � FINAL FINAL BUILDING DATE CLOSED OUT "#; ASSOCIATION PLAN NO. e Town of Barnstable BARNWABM 9 'AM Department of Health Safety and Environmental Services Fo ' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-8624038 Ralph Crossen Fax: 508-790-6230 Building'Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ( TJ�A Estimated Cost Address of Work:. Owner's Name: eRk-1 aQ��A -to JarQ Date of Application: 1 hereby certify that: Registration is not required for the following reason(s): Work excluded by law olob 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. jm�, 3h1n 6 (0 Date Contractor Name Registration No. OR Date Owner's Name q:fortns:Affidav tME The Town of Barnstable snzuvsrnste, 9 16q�. `0�' Department of Health Safety and Environmental Services �'°rEn Mop" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-190-6230 Building Commissioner Nt. PLAN REVIEW Owner: � � Map/Parcel: t , r Project Address: Builder: The following items were noted on reviewing: ~- - VVL at ` 1 r n � �` 1-0 I . a"y d) A-((4 PI Please call 508 862-4038 for re-inspection. Inspected�by: Date: '9 " q:building:fbmis sev iew 790 CUR AppendQ Table JS=b(condoned) Prescriptive Packages for One and Two-Family llesidentW Buildings Heated with Fond Fade MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Hewingicooling Arm ('/e) U-vduei R-value' R-value' R vdue� Wall Petimeter Equipment ESHcienry' Package R value` R value' 5701 to 6500 Heating Degree Days' Q I2%. 0.40 38 13 19 l0 6 Normal R IZ% 0.52 30 19 19 10 6 Normal S 12%. 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 23 WA WA Normal U 15% 0.46 38 1 19 19 10 6 Normal V -15% 0.44 38 - 13 25 WA WA 83 AFUE LZAA 15% 0.52 30 19 19 10 6 8S ARJE IS% 0.32 38 13 25 N/A N/A Normal 19% 0.42 38 19 23 WA WA Normal 18% 0.42 38 13 19 10 6 90 AFUE 18% 0.50 30 19 19 10 6 90 AFM I. ADDRESS OF PROPERTY: I `tz 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: (1 y 4. %GLAZING AREA(#3 DIVIDED BY#2): v 5. SELECT PACKAGE(Q—AA-see chart above): V NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J 4' YR Footnotes to Table J5.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft2 of glazing area. 'After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not-include` exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry, log)wall constructions,but do not apply to metal-frame construction. s The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages). Floors over outside air must meet the ceiling requirements. `The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance 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 required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. 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(0.35 for doors). 43 �tT }rnn vn..ri-.NdoN tK .S.ao eeow�w. /lo3�T(1RN T+ DDAWN BY �Fw c L _ -- - ...._ w�xicvc uN.a.un.: ♦a,u.,.C.m,-:. I K � ', -- - NEW ADDITION FRONT ELEVATION l EAST ELAVAMON' SECOND FLOOR DORMER WEST ELEV. Y it 11 Hat tL o.1�,�4,•'E�o � P, z�ii "MB MAMMR BEDROOM M a9' g Bert</N p ,,i. w�lT•a e O ]��T�'�•� M6W ADDIl10M� •7'f.+ - f-1-+1ii-Hi 3N fCE1DY.�WT Sn:K MASTER BEDROOM FLOOR PLAN 11LSllil REAR ELEVATION ar�w y",� NH..E- youuEDwtC ylbwFinEreowa? �,�nw'_'„'- . i - ��Ncanar,reoa°w,•,G.a� i� y� i� II nk�k<...n•• rw�nu+r I I.::..-1- BY TV Cs naw o ` � \\ r'�"'a"'c`��� /T---I nK�,.-a...Yx..c:�,... ;�\ c•c_ � Iw r N•,,� I , I tu►rtwisoes��a i, SFcnor-,E BATH ff HP1 L g t r \ ELECTRICAL PLAN d �- Y 7 Z m i t , � � - ' rtryFaRea,to ys..� wcvrnrr..mo \ '� \�y � ,� r - ._ _ — 1 ..... - .. I�� -R�s �4 car c.r'fxtwn.•r�rs.•. r ,�ffr.. �'. _ s,.w .,, 4, - - -r.-:aK�nr.,' -- n�..Q`..'y«c.v�.r pers ,rn o i 'Ojf F•" � - ------ Y - - -W I , �•"..� < --� yK•ar5ors�;S[m«ws, \�F rw@-u ew,+,u.G �aw...�s wweAe.P+uo.esce. l',•4 -, I Pam.-ih'•v eaanKe. -RUP�•+e�rnewY�YS� �•ev.e as tooc F` �j � Y •i-�'/ ._ __ .. t' / sec N.E•.ars•.V M j, Kµ Fo�NjTM1T.J�I� � ,L..P�•� I T �� I O qi 1 - "�P �o•[y�'� wro xaec sew.tK-a,4urw Rexnm. �.1 Sy' oa wy cu.s!<wu� p,N,wrc_ e S. n / / _ .. ... ... � I � � _ a. •Nreso cnnces+Yt Wnu_ Ev+•tR.wt �.8 -QS�`� � �_ _ .. __-_..._ I -_ _ - 6'F.o•ea/.MS�rru«n 1 ' ,ww��,c Ssw�.',sort-v.c ° ryy..,•� j �._, S,e _. �,o• / �e3;" I � T+:P�Iw�crow. FOUNDATION+£FLOOR FRAMING T•fP�"�f•F�.r�"'�' SECTION:MASTER BEDROOM TOWN OF BARNSTABLE-BUILDING PERMIT APPLICATION Map f Parcel b�g Permit# 3 �� g Health Division Date Issued �l Conservation Division - Fee 5 Tax Collec Treasure Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OK ' t5149 Preservation/Hyannis t Project Street Address 1--�- j Owner r t� Ad ss Telephone 1.7 a--) :2 2 3 � Permit Request "so T D nc�ktleN:) 1�6 Square feet: 1 st floor: existin proposed 2nd floor:existing proposed Total new q 9 P P g p p Estimated Project Cost'o��.( Zoning District Flood Plain Groundwater Overlay 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 c� Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other • Ceiqtral 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: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use 11 BUILDER INFORMATION ' Name Telephone Number GCS Address e ;L? 13ax License# o Ll 1�;� Home Improvement Contractor# Worker's Compensation# ` 25 —Lo— kml--A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE DLI FOR OFFICIAL USE ONLY - w P ;RMIT NO. �• � � O G E•- 5, s t � . • , DATE ISSUED .i .. i. ~� '� •, . . . �• •�—' - . MAP/PARCEL NO. '"� ,..�' 1 .. ' ,- /x • y '. � y .: '.y. t ADDRESS_ ' 't 'VILLAGE OWNER DATE OF INSPECTION: 1 • # f _I'I FOUNDATION FRAME INSULATION r r+ FIREPLACE } + �-} _ •_ter} r _ . . . ELECTRICAL: ROUGH FINAL i• + ' '� ' PLUMBING: ROUGH FINAL- GAS: ROUGH FINAL. ` FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ -- 1WH I- t fA81V8r'AH[E. L "bL"01C Department of Health Safety and Environmental Services 1"¢ Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-403 8 , Ralph Crossen ax: 508-790-6230 Building'Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: o ©_ X � Estimated Cost ;, Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): 0 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 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:fbmis:Affidav TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map r Parcel (7�� Permit# Health Division Date Issued Z� 9 Conservation Division Fee Tax Collector . . Treasure Planning Dept. A -Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis ' ,. Project Street Address j • • Village ' Owner ?d2re2s )9 �Q1NQ Telephone 1 '7 J Permit Request r; Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Estimated ProjectyCos� Zoning District Flood Plain Groundwater Overlay Construction.Type ' Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. a , 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 r Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑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: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number ? Address 0 ��nx2 License# �? VV � Home Improvement Contractor# 11 Worker's Compensation# r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ L C FOR OFFICIAL USE ONLY PERMIT NO. i DATE ISSUED MAP/PARCEL NO. • • ' ' '/. ' , � ,,<, 4 � � • f `� •, � .r • + r • w i , • r , . tee., ' 't• { ADDRESS �- l { 'VILLAGE OWNER f, i :,.. ..f `{ '' � .. „� .._ �.�; ,{ _ . ., ' � �,. — • •, DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL• t , PLUMBING: ROUGH FINAL wt GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. `a � HJ1RI'"grABi� � Department of Health Safety and Environmental Services Fo ' Building Division 367 Main Street,Hyannis MA 02601 ffice: 508-862-4038 Ralph Crossen ax: 508-790-6230 Building'Commissioner Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: Estimated Cost ; 6 Address of Work: Owner's Name• Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law 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. OR Date Owner's Name q:forms:APfidav Assessor's map. and lot number .. , SEPTIC SYSTEM MUST BE /�� INSTALLED 0 COMPLbgMCE Sewage Permit number ...`c.444et . ..•j• wl"M TITLE b E E M0 QypF?ME T�� TOW OF B.A ff%1rS i 9AEB9TADLE. i NAM BUILDING INSPECTOR 1t APPLICATION FOR PERMIT TO ...........................h........... ................. ................................................. TYPE OF CONSTRUCTION ... ......1..... eerC`T... ...................... ..... .. J.............19.. � `. TO`THE INSPECTOR OFF BUILDINGS: The undersigned hereb//y�� applies for a permit according to the following information: Location .....� CJ................elwa .17....... �. &vim ...... &) e�c Proposed Use ........... ....................... Zoning District ........... .. ... ........................Fire District ......... . .... ...................................... Name of Owner :...1442 .�Address ...`%..�..........0Aq.VM. vr� 94 Name of Builder .. '.. ��.............Address IA(P... ....•..•.•....`gyp•. j• •••m7-a Name of Architect Address ............................ . .............................................................. ........................................................ Number of Rooms ........... .................................................Foundation ...152 a. � ... ..... Exierior ...0,4P ..... ............................Roofing ...........4f.-.J. ...!.4....................................................... Floors ./... ......interior ....... ../.G.Ac .....0�y .................................. e Heating ..............................Plumbing <x Fireplace ..................�.,�..!2....................................................Approximate Cost ......../�..® . Definitive Plan Approved by Planning Board ________________________________19________. Area �........... ...................... �O' Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH v(L . o J I hereby agree a to conform to all the Rules and Regulations of the Town of Barnstable regarding the above g construction. Name ..... X...... .. . .. :.... .:............. e T,VORD, ELI ZABETH B. "`t lip 1 4No 223.09... Permit for Fini.sh... ...2nd F. :r ....... ..... ....... .. .. Single Family Dwelling T . Location ....-.:.:...: ........./-Q:...:....`........` ....... l..GZYr1S C..1. pb r y j Owner Elizabeth B.....Alvord Type of Construction Frame ' ........................................................................... i 1 Plot ............................ Lot ................................ A Permit Granted ....J-uly...1...................-19 80 Date of Inspection ........... /^19 f Date Completed ...........'y ..............19 f :1 PERMIT REFUSED',' t . .. . ...................... 19 cc ................................................... . . 3' ................................................... . . . ................................. .........:... �• 0 f ARIPTOed .-M..............................................�19 ............................................................................... 4. • � k A ............................................................................... k r 1 ' T a v e- e, y �I , } [o O) • to to LU In lL� N N 6) CO C6 GROP TOP Or`I�JA.LL U%°zl / � �i LE) In P.T Za4 SILLS W/'lzl AND 1Z1 rRoM coFcNtr s - I i �A _Z �I�x IZ GONG FTc.KLY �IQ-u� (Vl J\ 7777N ySO � '. 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J EO v t s GOI.IG.I-I�.LN cvl••+I�+' PP°G-�coPJJbPCS i�'�—.. \4\/� In i I NCW Gorrc.OU41Y CFi D°ccl�Ic.FALL OfJLl � zOaelZ G Tle.P'TGT.{-y I�e'f' 1 p Z loN YZI Gox�PLYt^IR-a0 f � i ' H/•.e_iNGH�P OP L-IALJ-� I !4v��� � I D � mil/ U FIE �b li p o Z 01 5 I Q SECTION SECTION 2 ❑ I�°c.alNv ��,z^6cP� it I 1'-or' � 1/4'= 1'-0" � Ii '�e't� CW.SE MOUL04.ADait lu 6UILTOUT DASD/PLiI�-f�H i C- I_L XBO O SOMA kEra: L � !<'cvx Yw�po .-�_ �- 1-rs�.suoPLz.. •�+ �3 + - " Hill } %Y ..I I _ALI U_I 1-li E�cls'Tr1. 51-1iN6LEL"mrE �S C 3 S PT 2x4 SILL W I/C'ANCHOR — Ool_-T� I �KKYZ GcrC,P�f IN6 - O W C N Q ° O W fle ' N U = N _ ° OQZ �J• s 0 w L N w Q _ u u U oU m w job no.: oE n' dart 12�l O�o:. scale .v I�oTEe DETAIL 1 �c. �N. A-4 _ _ of a DEEP OBSERVATION HOLE LOGS IAK coo eA 1 L OCUS., DEEP OBSERVATION HOLE j'1 F �V f}.< �EDWITi) c. DEPTH FROM SOIL SOIL SOIL COLOR SOIL � � C-LGIOT P,4tj/I kae.k-r, TOP OF o.O.H. 1 40tAk SURFACE In. HORIZON TEXTURE (MUNSELL) MOTTLING OTHER ,0 - u Nol,46 L A KIE 3 - -7-71r r IOYK54, ti10 v� y ®�s".I eb a 5$ i tr G i S I i-T LOAM I 61I.E vV 3 1 i I C Z MEV.5AN 2..r- y - C� ►- r �' 2 _U Lb 2rc 6A BOTTOM OF PERC AT. SIEVE DOHS TIME: 11,30 RATE: CZ ��;/Ir�cl�Cc�)Assur p DATE. 115199 G.W.E O 7Z" PEKLAW) PERFORMED 8Y: RICHARD JUDD WITNESSED BY. 7;DvNNl),44i• y9' b' Z FLQop ZUNE C DEEP OBSERVATION HOLE #2 V /V Q eVCgrOVE DEPTH FROM SOIL SOIL SOIL COLOR SOIL � 9' ��S y9 4874 SURFACE In. HORIZON TEXTURE (MUNSELL) MOTTLING OTHER A TOP OF D.O.H. 2 ( Ir Lot4l7Y `0 yit' 4/ / b3 ,7 i ►! I-DA Y 10 ONE VE F IAet-F- k'x sr• 8'x24' u Q,)6 Ro,N.2 y'6. b ue F0144 LEALH FiUb, TI.74 GO -- 2041' CI SI tt~Y X01 ,5Y IV Q' 'TO rse ANM1AoNFG a' ° .Z -2 " C to � -•-- �...ocg-= • �� G• 30�,� � �.�a BOTTOM OF PERC AT.SMvE DoNC TIME: I7-1.15 e RATE:4Zm,,41o4c+I(c2-)AsSuMeD DATE_: 1/51°I='1 G.W.E 01zLpEKtNEU) sI ° ti' .t- PRoPaSa4 PERFORMED BY RICHARD JUDD WITNESSED BY J,PUNAI yy (H zo)Pis.-q e r' PROPoser+ °° as y1 N3 DESIGN DATA: A 5 FOOT OvERa1c� IS RE uII[ED �- 15006A1_.(11-Z0) 5 D 1. SQUIRED FLOW. `' BEDROOMS X 1 to GPD R. = To T CZ�'�Y��(E1 `� ) �' SEPTIGTANFC ° e /B 550 _ GPD ORA c6EAN 1.-OOSF- SAND(-A') �z �'�o ICE 2. SEPTIC TANK CAPACITY, Sao GPD X 2 = 1100 ExIST SS PI \ USE (1) 1,000 CAL. ExISrltlb SEPTIC TANK LEADiNa To(1) 1500 (TAL, H-20 SEpT7G TAN a K s> , ��' 100��gL,CH to) 3. LEACH FACILITY DESIGN: 5,�5 VlzurrWf4 53' SEP71CTANK � SIDE AREA:. 2. (50•00+IZ.83)YZAO.7g4PD/SQ.FT = P"ROPOSd^D S.A•S. BOTTOM AREA: 50.00 K IZ.•83 XO.'74 rsPVj 5Q•F) _ � LEACHIW CHAMt3EK5 0 \�� TOTAL = -_�� (r ti"' (A0 GPD PROVIDED > 550 GPD REQUIRED S e RESERVE AREA = 100 2'Y. LEACH CAPACITY 9 45 N QAJE� 3ro+E REi wQLC USE:(5) 8,5'L X4.8'w x DCH•ZG)LEACH C�1AMT3r`.RS W/q'OF'5roaJe.AT SlpES 3,"15' AT ENDS, 5 ' s �� ESTIMATED HIGH GROUNDWATER CALCULA77ON NA UP 3 Aee�E (USGS/CCC METHOD) EL. S(p.&7 a.° oN �IS,QH FNrj, S CoN'S7RUCTION NOl ES INDEX WELL: ZONE: Z' DATE OF READING.--DEPTH TO GROUNDWATER: \'ENE 6AoeR GROUNDWATER LEVEL ADJUSTMENT: l rim-co �wfl�` s� s` U� �^x 1-) THE CONTRACTOP, MUST CONTAv'l-TN1~ SARITAK1.AN ACTUAL GROUNDWATER LEVEL O SITE: CL= rhiRs s r(eQ�(h) OYEK�I REFEK TO Norte 5 7.iS„IMArED (A4AXJ HIGH GROUNDWATER LELE: SPUT rML Fgta W/METAL COVET. 15To GE\L�ok EX15TlNF{ �} ^ Z,) (1) IN5FGTIO/�I 1-Ot:CTY AnID U) TD Ws��+iN dN�JCI )GENERAL NOTES: emu+ �trDrcooM b° 33 +usTAWZP IN PRIVE�t,� ' F•oor• OF ET 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN R _ __ PVIi:LLI�{c`� /'1b'G ACCORDANCE WITITLE OF THE SANITARY CODE do ANY �� _ �4 - J (IBC T OIcQN 3 Dl5TR1BUT1014 BO}C MU51 t5E FL-44EP ON A LEVEL APPLICABLE REGULATIONS. `STON( oR�Jt _ •41�1(p ssno 5TA131..E1jA6F OFSTw4e.OKca,-4cK1^TF 2. PRIOR TO BACKFILLING THE INSTALLATION, THE SANITARIAN K ' "z! • - iZCOALjFIt & HEALTH AGENT SHALL BE NOTIFIED FOR INSPECTION. S � -� � •�� ' _ `•/ �� � , A G► . .C1<KS KEQiJ gip, >3Y ow►��i;, 3. ANY ALTERATIONS TO THIS DESIGN MUST BE APPROVED BY THE SANITARIAN do BOARD OF HEALTH, IN WRITING. 61,4-"6H-2o) 5EPrIC.1-A14r_VS T17 1iAuE. &o•rH 4. SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. T`AE INLET A.,4V our�.IETCOvEr_6 Win-IN (o'i 5. THE INTALLER IS TO VERIFY THE LOCATION(S) OF UTILITES. 59 y� PReP CESSPOOL(S) AND SEWER INVERTS PRIOR TO CONSTRUCTION. \ '��F 1 6. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS \� \ Avv'� 6601'KINS (,fyR y J. )JAtiCY T A Z R'i'4-A-I E�FwF�T >=1LT � IS �1 f 86os - 5o ( QU IREtp IN TN,E 1500 � SEF'rIC.TAs�IK FROM THE SOIL ABSORPTION SYSTEM SHALL BE REMOVED do �,w REPLACED W/CLEAN, COARSE SAND. T Ot1TL�.T TE=1;=, r R ALL FILL MATERIAL UTILIZED FOR THE SOIL ABSORPTIOY 7, CONTr_ACT0�5 AS-v:wa.:r CAgp, Mir SYSTEM SHALL BE CLEAN, COARSE SAND FREE FROM o STAVE T?tA��` THE' i�G�D �Rt- S[ Frf!%T/}Nk DELETERIOUS MATERIAL AND SHALL HAVE A PERCOLATION RATE )tA� AP4 EFFt-VCN-r FILTE:K, OF LESS THAN 2 MIN./IN. BEFORE & AFTER PLACEMENT. 0� 8. EXISTING CESSPOOL(S) TO BE PUMPED AND BACKFILLED PER �' ,INOF,IIgs �\SHOF TITLE 5 ABANDONMENT PROCEDURES. AAICHAE� oy oaf 9. DURING INSTALLATION. THE CONTRACTOR IS RESPONSIBLE TO - S. RICHARD PROVIDE A SAFE EXCAVA77ON AREA. y3.� LgpUE a J. 10. GROUND COVER OVER SEPTIC SYSTEM COMPONENTS';SHALL No.37560 c JUDD,JR. H NOT EXCEED 36 _ •g� �� No. 1125 11. ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40+PVC q ,c�'�� �Fc/STEa�O UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE.OF 4" DIA. �OSUR`� s I� gMITAKI� SCH 40 PVC SHALL NOT BE LESS THAT 0.01 FT/FT. S•J-A o8 12. WHEREVER SEP77C LINES CROSS WATER SERVICE LINES OR WHEN WATER SERVICE LINES COME WITHIN 10' OF THE ROurE6,4 •t (o �' /� PROPOSED S.A.S. - PIPES SHALL BE CLASS 150 PRESSURE � ..&jzW&1z0 PIPE & SHOULD BE PRESSURE TESTED TO ASSURE WATER - TIGHTNESS. COORDINATE WITH LOCAL WATER DEPARTp4r T. - RIChOI"CJ Judd, R.S. T.O. FDN. ACCESS PORT 775 Freeman'S Wo NOTE - RAISE ALL COVERS TO ..?�� WITHIN 6' OF FINISHED GRADE Brewster, MA 026s1 EL. (01.1 FINISHED GRADE 2" LAYER OF 1/8" TO 1/2" WASHED STONEF (508) 896-9316 WASTE LIME EXIrS .00 9" MIN. 9" MIN. �AGD 9" MIN. 9" MIN. ALLS*ONrL TO k _ TITLE. t8 KE�lENEY LA13� 36" MAX - 36" MAX LtItT 7EE 36" MAX 36" MAX >3EL4W Fit©, FI-DOk� - pour;L WASHEI> CU MMAOU(D) MA, OUTLET L F TO �'�5 ------r�---- EXISTING CONTOURS 10" 14" i0" I " BE LEVEL FOR 2 FT. MIN. •� , �I 50.7` 7.40 50.15 41.65 0 o PROPOSED CONTOURS OWNER: 0 0 0 o i�ot~sERT METAForzA 49.45 0 0 0 0 0 o EFFECTIVE DEPTH, M- WATER 21 c GAS '{$.92 No STo�aC 15 u UNDERGROUND UTILITIES RE VISIONS: i GAS BAFFLE GAS BAFFLE KfQUIKED U14PEP- • OVER DIG 10(30 AL. 500 AL. 314" TO 1/2" +P-87 TEST HOLE '�31 EX1S7 SEPTIC TANK H_Z0 SEPTIC TANK I I (-�q �I WASHED STONE r>I �-� ---- - STONE LENGTH = 42,50 STONE MAP: 3 5 I PARCEL: 2 S TO BE INSTALLED ON A LEVEL STABLE BASE 6" CRUSHED STONE REQUIRED I�I.GB _ DATE: 2 01©1 SCALE: PROPOSED SEPTIC SYSTEM - PROFILE L r^L,27,2.4 D.a H. Z NOT TO SCALE -- . . - - - - DWG NO.: 91-0(0