Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0050 WOODWIND WAY
j"D nd- QD s M EA® No. 53LOR UPC 12543 smead.eom • Made In USA 0Y 3�°� cc�O e mugDuym Mile,LK SFI MEMMSUMMUMAM WWWWROGRAMAW ocaAM coo soukallo ............� Town of Barnstable BARVSTARLE. • Regulatory Services MASS •a,9.6�0r Building Division p�EO MAC 200 Main Street,Hyannis,MA 02601 l Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection /?ley Location 5,0 Permit Number Owner .TT ►Qi✓li�iy Builder S;Pohi 44KE-et— a, . One notice to remain on job site,one notice on file in Building Department. The following items need correcting: S 173Zdcl<IN6 /N F,�tis Nor y6-w -n i&-v2 6 ��Gk N,(S 5�ivl� zr�z S vc/ (d�.v—r/ort -37 D i o zJ Please call: Inspected by77L Date i TOWN nF BARNSTABLE BUILDING PERMIT APPLICATION I�1 y Map 1 V Parcel 0.y� s j��Ijl.` OF BARNSTABL�pplication #Do I Health Division Date Issued ✓ D Conservation Division Application Planning Dept. Permit Fee" Date Definitive Plan Approved by Planning Board DIVISION Historic - OKH _ Preservation / Hyannis Project Stre�etp Address Village W� n5b� Owner 'etx►jp M Address h/odu 2r Telephone rQ% Permit Request m oU r e_ . Sdc R, Dc, Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new._S/o Zoning District Flood Plain Groundwater Overlay Project Valuatiori O SO0 Construction Type 50(a Lot Size' fJ& 4td1LS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family fJ§ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2DIS Historic House: ❑Yes ONo On Old King's Highway: ❑Yes ❑ No .Basement Type: Q.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: ❑ 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Nurnberg" Address M&4MV&& License # Sv �f rwi.T, YA Home Improvement Contractor# Email N�,+LV11te_"ae41tV_ey1VV) 00, Worker's Compensation # WL(Z31 46 74 2.�6 1 s ALL CONSTRUCTION DEBRIS RESULTING FR M THIS PROJECT WILL BE TAKEN TO SIGNATURE Z-" DATE I Y. 'FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED ,= MAP/PARCEL NO. ADDRESS VILLAGE- r,. .OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 r .ter ® My Generation Energy, INC 3 Diamonds Path Unit 2 01—EneW South Dennis, MA 02660 508-694-6884 November 15,2015 Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 To whom it may concern I am writing to inform that Peter Wade,CSL#000856, is an employee of My Generation Energy Please feel free to contact me at your convenience. 508-694-6884 Authorized by, Andrew Wade Owner of My Generation Energy �r P.O. Box 201 Phone: (508)896-1513 Brewster, MA 02631 Fax: (508) 896-1783 Engineering DW ioii November 9,2015 RE: Solar Panel Installation Aittaniemi Residence 50 Woodwind Rd. West Barnstable, MA To Whom it May Concern, There are thirty (30) solar panels currently proposed on the southern facing roof of the building as shown in the attached sketches. The roof structure under the panels is supported by a 2 x 6 rafter system with support bracing. The panels are to be attached to the roof through a system of racks which bolt into the rafters undef the roof deck as shown in the attached sketches. The attachments are certified by*e matitifacturer to withstand 120 mph wind on this type of roof at exposure C. -•;: The roof structure with the proposed panel placement, at the existing roof pitch subject to the Code wind Exposure C, with the roof attachments, is sufficient to withstand the loading required by the Massachusetts Building Code including the weight of the solar array and the wind loading for a 110 mph wind (also 120 mph)and Exposure C which is required for this site. (Hurricane prone) Please see attached sketches and drawings. Thank you. Sincerely, tN of �_ , C w-� �° LINDA J. yG� o PI IVI Linda J. Pinto,P.E. Oceanside Septic,Inc. o a o �wQ7 NAL ECG, Massachusetts-'Department of Public Safety Board of Building Regulations and Standards Constructiufi.Sortavisnr License:CS4)00856 `�. .l ,.. PETER IPOBOX.t192 ORLEANS MA FEpiration , Commissioner 07131/2017 Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable Location of 30 proposed solar panels. ;a. �vir. My Generation Energy Andrew Wade — lAittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable T My Generation Energy Andrew Wade — Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable i a "s: Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable t I r J hn ris r� I 1 a 1, My Generation Energy Andrew Wade — Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable 15' 4 " 2 " 4 " 2 4 " 3 Rows of 10 panels My Generation Energy Andrew Wade — Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable Solar panel =44.1 lbs per module 30 Modules= 1575 lbs Inverter =4.4 lbs per module Projected Area of Array = 510 sf Associated hardware=4 lbs per module Added dead load=3.08 psf Total= 52.5 lbs per module Ground snow load=30 psf 780 CMR'I ABLE 5802.5.1(5)-continued RAFTER SPANS FOR COMMON LUMBER SPECIES Ground snow load=30 psf,ceiling attached to rafters,LIA=240) DEAD LOAD= 10 psf DEAD LOAD=20 psf RAFTER 294 2X6 2X8 2x10 2X12 2x4 2x6 i 2x8 12XI012xl2l iSPACING SPECIES AND GRADE M0XImam rafter spans° f (inches) (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- Inches) Inches) inches) Inches) lnchesj Inches) Inches Inches) Inches) Inches) Douglas fir-larch SS 7-3 11-4 15-0 19-1 22-6 7-3 11-3 14-2 17-4 20-1 Douglas fir-larch 01 7-0 10-5 13-2 16-1 18-8 6A 9-4 1 1-9 14-5 16-8 Douglas fir-larch fir 6-8 .9-9 12A 15-1 17-6 5-I 1 8-8 1 1-0 13-6 15-7 Douglas fir-larch 63 5-0 7A 9-4 11-5 13-2 4-6 6-7 8-4 10-2 1 I-10 Hem-fir SS 6-10 10-9 14-2 18-0 21-11 6-10 10-9 13-11 17-0 19-9 Hem-fir 01 6-8 10-2 12-10 15-8 18-2 6-2 9-1 11-6 14-0 16-3 Hem-fir #2 6-4 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5 Hem-fir #3 5-0 7A 9-4 11-5 13-2 4-6 6-7 8A 10-2 11-10 24 Southern pine SS 7-1 11-2 14-8 18-9 22-10 7-1 1 1-2 14-8 18-9 22-10 Southern pine #1 7-0 10-11 14-5 17-6 20-11 7-0 10-6 13-2 15-8 18-8 Southern pine 02 6-10 10-2 13-2 15-9 18-5 6-4 9-2 11-9 14-1 16-6 Southern pine 93 5-4 7-11 10-1 11-I1 14.2 4-9 7-1 9-0 10-8 12-8 Spruce-pine-fir SS i 6-8 10-6 13-10 17-8 20-11 6-8 10-5 13-2 16-1 18-8 Spruce-pine-fir 0I 6-6 e 1.2A 15-1 17-6 5-11 8-8 11-10 13-6 15-7 Spruce-pine-fir #2 6-6 12A 15-1 17-6 5-11 8-8 11-10 13-6 15-7 S ruce- ine-fir 5-0 9-4 11-5 13-2 4-6 6-7 SA 10-2 11-10 Rt Maximum allowable span-9'9" Actual maximum span — 6'6" My Generation Energy Andrew Wade — Roof Attachments SiAPNRACK a3VuSITI13N L FOOT SAAPNAACK CHAXNEL NUT X I- S.S. BOLT AND Si�WPt�42.ACK' SPLIT WASHER STAN[DARD RAIL -� S S. FLANGE NUT SNAPWIK CEMPOSET30N ROOF FL4SHING S.S. LAG SCREW WITH FLAT VAS1 ER. (SEE ENGGINEERING DIM MENTS FOR BOLT E.MHEBMENT .REQUMEMENTS - 2.a` MN. E149MMENT IS TYPICAL) SNAPMVCK L. FOOT BASE SEAL PENETRATION A10 UIGER BASE HITH APPROPRIATE ROOF SEALANT ROOF DECKING TYP. RAFTER TYP ' "•fit '�;. b You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. Attachment A. THIS PROPOSAL IS SUBMITTED IN DUPLICATE. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. SUBMITTED: My Generation Energy, Inc. ACCEPTED: Own s) SIGNED. - � NAME: L ��✓ Gl. , �a w��w� 64�®��-✓ � DATE: , -� �5 Z,� 1i5 Zelf � 3 i o s ruc.flo Supervisor Form Job Location Dm W1 S. 1 i?ro.peTW Owner^ Construcxuon Supea�i�oi` � f��� �i�� �. cfcense Number y _ . AF dI@SS Wa,-I W}' a��r3�y e � l orie . t�` �L Licensed pes"ignae(if applicable). . .. liesponsibiGW#ortf Work-.- R5,2.15.1 The Pcense'hoidei=shail be frilly and completely resporlsitil'e for all. w:orkforwhich hefshe is supervising_ Helshe:shall be responsible for seeing that all work is-done.pumuarrtto.7.90 CMR and the drmings as approved by the Building Official. Rspoasibfla tQ Ssgieise r�lcisk: R5.2.t 5.2 The license holder shall be responskl!B�to supervisalhe�construction, reconstrur;tion alteration.repair,removal or dmaTtfion.inwhAng structural elernehts of ft buildings and strruch res-onlyr prirsuantIn'the State Bullrling-Gode and all oftr applicable laws-of tbe-Commonwealth,.every though the license holder is.not the parmst bolder Wt a subcontractor.or tonrr ctortc the.Permit 'holder: ' iNotificafion of�id7��EfOFtS 5.2.15.3 The limnse."holdor-shali immediately naffy the-bukhg.gm ants writ hn o�azy-vi�iataQns�vh"scb ¢�:oo�tered b�tf�€:buildir�pes�rril:_ . Hful Wofauons:: 5.2..15.4. Any,licamee wha violategthe State BUH&ng-Cbde,.sprat1 be.subject to revocation or suspension of license by''the Board of Building Regulations and' Standards: s-'ermit flcaf10-nS 5:2_16 AM-building permit applicati-tons shaI{-contailh th-e name,:signatilre and license number of the corrsh`ucfion supe isor who is-to supervise those-engaged in constmcUan,reconsbvcffon,al€emfion,repait,.remove{of de► Gli fion a: regulated by 785-CI R 108.3.5 and 780.CMR R5_ In the event that such licensee :s no longer-Supervising said-persons,the work shall immediatelyr:cease:until a new Licensee is substituted ors th' mpords of the bujWng.d6pag'tment. l'have►earl.and understand my mspoieibil"rises underthe Wiles and reguWons !:or licensing construction supervisors it-i accordance wfth the State Building Gade, -€understand the cons€Tuction inspection procedures and the specific inspections as called-ibr the by building official. PROJECT` NAME: i �Z. PER-NM# 11� . PERMIT DATE: M%P: LARGE ROLLED PLANS ARE IN:. MAPS ro am ori: Data entered in p gr : . 7M q/vvpfi es/fozmis/Aic}iive..: 1 B00!(faR`LFp.G= UCEIVEDAATYEwn,,O y/DNS I MUO-3 A951 .. /AffT DAnxlattE ccuvrr � nzinq°Tr:i_.D�Los .41 i A � e nAwOM I us¢s ran Imasmr use wt I 3� LOCUS MAP WWATm A l0Y1m15 ' DT9 HTN ST.T11115r - SCAtE 1".1000't PB.15 PO n0 ASSESSa6._V,°Anal.-1 r w rNo /�Y I LOT STEL•N.NTTANOM a ACAN K TOLDINS I i ZON NG SUMMARY vn.as Pc SO ' zaNlNc asTTacr.� x Y01.LOT 93E 43.W S.F.' a1.LOT rNCNTAOE SU -I-d Ya,raDHT SETDAgA w.SmE SEIBAIX ISA II YYL Ta:An sEreAa Is' za YARJ ITnN STw L ' se ' 9h IS wuTm wTlml KP.aO. BARNSTABLE PLANNNG BOARD APPROVAL UNDER ME SUB&K9aV cawROL LAW IS NOT RL OU/RED Pa® aS�lO'OT N wuome C AmAam 21!Xgil ST. i' dC" REF.•SURWW90N PLAN PREWOUSLY RECORDED AT PLAN 9K.495 PO 50 ��pgp IN PA— f \\\ N.G AAIIOEDE�irAIYEW S1 T1xMNC AHD YIT Mlw Si. ;�'� EA^ MODIFICATION PLAN EASEYExr SUBDIVISION #739 LOTrb i,:'DTi sv.uPUYmO TLIRNMG AND DRAINAGE EASEMENT LOT 3 TS..IZS Si.MT. IN ,M.Acw (WEST) BARNSTABLE, MA PIIFDAN'D raH RAYMOND & STELLA AITTANIEMI DATE: AUG.R.2007 L CLEAII w TIE—OF I CFATFY THAT TITS RAM NAS YAOE IN SctlNl"�.G B N M APPnOVAL OF THe PLAN ACCOND—wTl KOMMI OF DELOS AS KDDWD AND nEwnaT IN TTS aTTw AVID MAT NO NOTIM OF —TONS,OTT_ APPEAL WAS faa]\4T OIPTIIO TIE—TY GAYS NxT ralONJ10 IIR 197& D AS AYFNOFD JAHUARY 7. nE T AND WMIKHO OF SAY)NOT— 19 AND T6 •Try yI��yy�., DATE row nEm : down cope engineer/ng, ine. N1 1� N am ENGNEERS DOTS v. LAND SVRYEYQRS t NTTAHIEYI 9J9 I..St—( - YARAIOUINPORT,MASS. ITT ITW R. / N•n-J A 4 51 .. ARNSrAflf.4;I!:IIS J.\ REGISTR'i;54i:�15 �T ADO gs Upa 0.a /{ gAM1pN0 J.k STCLLA LI. / AITTANIELII TRUSTEES � LOCUS r LOT I / 1�� i SCALE 1'-2- .JOAN K,h RICHARD J.TOLIKINS j 279 HIGH ST.TRUST ASSESSORS PO 495 PC 00 co fflo LOT 3 , • J ZONING STELLA M.AITTANIEIA @ JOAN K.TOIJXINS• U 0 / PO 495 PO 00 m ZON114G GIST v LI N.LOT 517 -I-m MIN.LOT fR NIN.Stu 5 J aIN.REIE 1 A MIN.REAR.S LIARJORIE C.NTTANIEMI i 247 HIGH ST. J� -SITE IS C01 �. CB TO �: •n 0 BE SET ANNI.NG BOARD C 51180I NSIOAI. .r RfOUIRfO L'4 �0 f POND '1 MAIIJORIE C-AITTMIELII 235 HIGH ST. e IVPRf 190U i 0 N. 495 PG. RO .. ' PROPOSED 16 PAVEO -�. Ag^L Q0�1�`T� �•• ..__ �(u• . MODIFICATION F SUBDIVISION TURNING AND DRAINAGE EASEME Y SOLAR iul• 3; a (WEST) BARNSTAB . �. � 3 PRCI'MCD f0q 7 r L RAYMOND & STELLA r 3 !,• Bey { I0 BJ� `w 1 44 5 avw 2 •, r m 1 N✓A0 Mh9_IMB Ik0 i` 1 Abb • t F / 'fc ROBIN ROSIN �c�, WILLIAM WILLIAM ^� WILCOX it WILCOX v No. 3134 :. 0 No. 31341 aN4L LANDS) r_a. TO THE BEST OF W INFORMATION, "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE NEST BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 3, PL. BK. 624 PG. 69 HAS BEEN LOCATED ON THE GROUND DATE 9/19/2015 SCALE 1" = 80' AS INDICATED. JOB 7542-00 CLIENT SPRINGER 9/19/201 . SWEETSER ENGINEERING 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 off. 508-385-6900 fox. 508-385-6991 C �S8\PRO✓�7542-00�dwg\7542-CPP-I.DWG 0 2015 SWEETSER ENGINEERING TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ✓Map In ParcelOo Application #�D� Health Division 6/ Date Issuedlob Z) Conservation Division AA0411*_ ) Application Fee Planning Dept. Permit Fee tU�'3�P tZ5 CO Date Definitive Pla oved by Planning Board T vl l��r>ol�3ev A)oTa;;: iuo `l~ aeon Historic - OKH9f2 _ Preservation/ Hyannis PCr� oa o Project Street Address LbT J' ��'b �yJb Village Owner._Rk5zlA{AAtTrA,1 tLWt Address lq UJocJ ,ram (040 Telephone � QRQ Permit Request Co&1,s7VUc.i A a b�gM b a �AA Square feet: 1 st floor: existing proposed 2 ed Total new 6 Zoning District _ 0, Flood Plain Groundwater Overlay Project Valuation. >; _, Construction Type Wo G- Lot Size _l Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 0 1k Historic House: ❑Yes ❑ No On Old King's Highway: c�Yes Cl No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other .) Basement Unfinished Area (sq.ft) t(p% Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 1:9, e new Total Room Count (not including baths): existing new First Floor Room Count E_ Heat Type and F I: 4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes E� o Fireplaces: Existing New Existing wood/coal stove: ❑Yes 4No Detached garage: ❑ existing 't0ew _Pori• n Px4Rt`g n new size _ Barn: ❑ existing ❑ new size_ A _ hed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑ Yes XNo If yes, site plan review # CD Current Use VAe IAA Proposed Use 'R i ^fl a APPLICANT INFORMATION ZZ (BUILDER OR HOMEOWNER) Name Gk-O<Spowaa A1%I(Ja Lf-c— Telephone Number- Sog- oZ8o-717q Address .o . License # dq W S . b eN NiS . AlA 6,1 (moo Home Improvement Contractor# l5377-2 EmailaQoA Worker's Compensation # O A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO *b SIGNATURE DATE�. �� 4 FOR OFFICIAL USE ONLY APPLICATION# `DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE . OWNER G DATE OF INSPECTION: t' FOUNDATION FRAME Saf INSULATION ' FIREPLACE } ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT '} ASSOCIATION.PLAN NO. Registry Home Energy Rating Certificate Rating Number Certified Energy Rater Chris Mazzola 50 Woodwind Way Rating Date 07/17/2015 Barnstable, MA Rating Ordered For Greg A.Springer Builder LLC -A- -A,__ -K_ * = = Estimated Annual Energy Cost www W Use MMBtu Percent 5 Stars Plus Projected Rating Heating 31.0 3% HERS Index: 55 Cooling 2.3 9% Hot Water 4.1 16% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 18.3 70% Photovoltaics -0.0 -0% General Information � �_ Service Charges 2% Conditioned Area 1930 sq. ft. House Type Single-family detached Conditioned Volume 17318 cubic ft. Foundation More than one type Total 55.7 100% Bedrooms 2 Criteria Mechanical Systems Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired hydronic distribution, Natural gas, 90.0% EFF. - - 2012 International Energy Conservation Code Water Heating: Heat pump, Electric, 2.35 EF, 50.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 76.00 CFM25. Ventilation System Exhaust Only: 42 cfm, 6.0 watts. Programmable Thermostat Heat=No; Cool=No !Building Shell Features Ceiling Flat R-49.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Ctg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Watts R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance Features Sagamore Beach MA 02562 i_ __ .__----__ __ ..__-_ _ _ __ �__� ____— . -_ _____ 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com ti Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. O 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. r Client#:42036 2MCDONNELLME ACORD,. CERTIFICATE OF LIABILITY INSURANCE Dzo/ilol� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling$O'Neil PHONE 508 775-1620 5087781218 A/C No at): A/C No Insurance Agency EMAIL 973 lyannough Rd., PO Box 1990 ADDRESS: Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAICp INSURER A:Union Insurance Company INSURED INSURER B:The Hartford McDonnell Mechanical Services,Inc. INSURER C 79 School Street West Dennis,MA 02670 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE NSR WVD POLICY NUMBER ADDLSUBR MM/DDY EFF IPW DD EXP LIMITS A GENERAL LIABILITY BOA039501014 5/19/2015 05/1912016 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES EaE�rrrence $50 OOO CLAIMS-MADE �OCCUR MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JEC LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLA L1AB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION 08WECCF1837 6/06/2015 06/06/2016 X WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $5OO OOO OFFICER/MEMBER EXCLUDED? FN N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $500 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Job:Attaniemi-50 Woodwind Way,West Barnstable,MA Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Greg A.Springer Builder,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 749 ACCORDANCE WITH THE POLICY PROVISIONS. South Dennis, MA 02660 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S155071IM155070 LS1 DATE (MMIDDNYYY) ACORO' CERTIFICATE OF LIABILITY INSURANCE 07/2412015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: (508)888-0207 Fax: (508)888-0550 CONTACT Ma o Anderson NAME: ryl ALMEIDA&CARLSON INSURANCE AGENCY INC. PHONE FAx (508)888-0550 P.O.BOX 719 E-MAIL .0. Ex, 506 888-0207 wC No SANDWICH MA 02563 ADDRESS: manderson@almeidacarlson.com INSURER(S)AFFORDING COVERAGE NAIC q INSURER :ARBELLA PROTECTION INS CO 41360 INSURED INSURERS HARTFORD CAS INS CO 29424 MARK G HARNEY HARNEY CONCRETE FORMS,INC INSURER 161 WHITE MOSS DRIVE INSURER D: MARSTON MILLS MA 02648 INSURER E .INSURER F COVERAGES CERTIFICATE NUMBER: 30923 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD MMIDD MMIDDNYYYi A GENERAL LIABILITY 8500043146 05/19/15 05/19/16 EACH OCCURRENCE $ 500,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO $ 100 000 PREMISESS((Ea ocarents) CLAIMS-MADE OX OCCUR MED.EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X POLICYFIJECT PRO- El LOC $ AUTOMOBILE LIABILRY COMBINED SINGLE LIMIT (Es accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ UTOS (per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB I CLAIMS-MADE AGGREGATE $ DED I RETENTION$ $ B WORKERS COMPENSATION 08WECCG5518 08/08I15 08/08/16 WC roRYSTA-LI.,MIrs ER OTH $ AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTNE E.L.EACH ACCIDENT $ SOO,000 OFFICERIMEMBER EXCLUDED? NIA E.L.DISEASE-EA EMPLOYEE $ 500,000 (Mandatory In NM) If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS bale. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Concrete Forms Corporate Officers are included under the Workers Compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE GREG SPRINGER BUILDERS THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1010 FACTORY ROAD ACCORDANCE WITH THE POLICY PROVISIONS. HARWICH MA 02645 AUTHORIZED REPRESENTATIVE Attention: greg@springerbuilder.com Maryjo Anderson ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD F Rightfax C3-2 7/27/2015 9:42 :01 AM PAGE 2/002 Fax Server DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE T, 'TIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to he terms and conditions of the policy,certain policies may require and endorsement A statement on this certtfieate does not confer rights to he certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: NORTHWOOD ESHBAUGH INS PHONE FAX 540 MAIN STREET STE 9 (A/C;No,Ext): (A/C.No): E-MAIL HYANNIS,MA 02601 ADDRESS: 27JDD INSURER(S)AFFORDING COVERAGE NA # INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY VIOLETTE,PAUL DBA VIOLETTE ELECTRICIAN INSURER B: INSURER C: INSURER D: 18 ANCHOR DR. INSURER E: FORESTDALE,MA 02644 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: VHS 5 O CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS. am ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (NM\DMYYYY) (MIADD\YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY ID DAMAGE TO RENTED $ CLAIMS MADE OCCUR. PREMISES(Ea occurrence) ED EXP(Anyone person) $ PERSONA-&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY [:IPROJECTF]LOC PRODUCTS-COMP/OPAGG $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTCS (Per person) HIRED AUTOS BODILY INJURY $ NON-CWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIA3 CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ a WORKERS COMPENSATION AND WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UB-047BN673-15 05/10/2015 05/10(2016 LIMTS ANY PROP=RITOR/FARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? a WA E.L.EACH ACCIDENT $ I00,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 It yes,describe under E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTTTCATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR VIOLEITE,PAUL. CERTIFICATE HOLDER CANCELLATION G.A.SPRING BUILDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 1010 FACTORY RD � BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED 71 IN ACCORDANCE WITH THE POLICY PROVISIOW. ; ,{{ AUTHORIZED REPRESENTATIVE HARWICH,MA 02645 v` �G'/�ll�.S ��- .� J ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORPC)ftll►Y - :`Aff lipts reserved. VIULL-1 UP IU: KCi ACORO' CERTIFICATE OF LIABILITY INSURANCE PDATE(MM/DD/YYYY) 07/24/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT Kathy Geddis Northwood Ins.Agency,Inc. PHONE FAX 540 Main Street,Suite 9 A/c No Ext:508-771-1632 A/C No): 508-393-2955 Hyannis,MA 02601 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURERA:Travelers Insurance Company INSURED Violette Electric, LLC. INSURERB:Hartford Insurance Co Paul Violette 18 Anchor Drive INSURER C Forestdale, MA 02644 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR I D D POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE � OCCUR 6808703BO16 06/03/2015 05/03/2016 DAMAGE ( RENTED PREMISESS Ea occurrence) $ 300,00 X Business Owners MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person)- $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY t $DAMAGE HIRED AUTOS AUTOS Per acciden $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ _:4EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STAT Y/N UTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE CERT WILL FOLLOW FROM CO 05/10/2015 05/10/2016 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) WITHIN 5 DAYS E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION GASPRIN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN G. A. Springer Builder ACCORDANCE WITH THE POLICY PROVISIONS. P O Box 749 S Dennis, MA 02660 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD THONU-1 OP ID: DS ACORU' CERTIFICATE OF LIABILITY INSURANCE DA08/05/2015TE Y) 08/05/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Hyannis Office Bryden&Sullivan Ins Agency PHONE FAX 88 Falmouth Road euc Nc Ert:508-775-6060 AIc No):508-790-1414 Hyannis,MA 02601 E-MAIL Hyannis Office ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 0 INSURER A:NGM Insurance Company 14788 INSURED Thonus North Plumbing INSURERB:Associated Employers Insurance Heating 8:Air Conditioning Inc 35 Cottonwood Rd INSURER C: Harwich,MA 02645 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY NUMBER MM/DDY EFF MNUDD�LTR LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,00 CLAIMS-MADE a OCCUR MPJ6562M 04/1012015 04/10/2016 DAMAGE TO RENTEIT__ PREMISES Ea occurrence $ 500,00 X Business Owners MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,00 X POLICY JE Q LOC PRODUCTS-COMP/OP AGG $ 4,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident A ANY AUTO M1J6562M 04/10/2015 04/10/2016 BODILY INJURY(Per person) $ 600,00 ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ 500,00 AUTOS AUTOS X HIRED AUTOS X AUTOS NON-OWNED PeroacEddenDAMAGE $ 250,00 X UMBRELLA LUUB X OCCUR EACH OCCURRENCE $ 1,000,00 A EXCESS LIAB CLAIMS-MADE CUJ6562M 04/10/2015 04/10/2016 AGGREGATE $ 1,000,00 HDED I X I RETENTION$ 10000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY STATURE I I ER B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N CC50090512015A 04/14/2015 04/14/2016 E.L.EACH ACCIDENT $ 600,00 OFFICER/MEMBER EXCLUDED? N�N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) Certificate issued for insurance verification. CERTIFICATE HOLDER CANCELLATION SPRIN-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Gregory A Springer Bldr,LLC ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 749 South Dennnn AUTHORIZED REPRESENTATIVE South MA 02660 Hyannis Office ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i DMDEC-1 OP ID:KS ACOROa CERTIFICATE OF LIABILITY INSURANCE D 07/2 /4/2015015Y) 7/2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: Dennis Office Bryden&Sullivan Ins Agency PHONE FAX of Dennis Inc. :608-398-6060 ac No):508-394-2267 486 Route 134,PO Box 1497 EMAIL So. Dennis,MA 02660 ADDRESS: Dennis Office INSURERS AFFORDING COVERAGE NAIC q INSURERA:NGM Insurance Company 14788 INSURED D&M Construction,Inc INSURERB: P.0.Box 190 South Dennis,MA 02660 INSURERC: INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER D PM DYEXP LTR TYPEOFINSURANCE POLICYNUMBER MMIDIYYYD LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAUF TO RENT 13 CLAIMS-MADE OCCUR MP130222 03/14/2016 03/14/2016 PREMISES Eaoccumence $ 500,00 X Business Owners MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 JEC- LOC PRODUCTS $ 2,000,00 POLICY❑ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED Pe�aPE ccide2AMAGE $ HIRED AUTOS AUTOS UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER AND EMPLOYERS'LIABILITY Y/N STATUTE ER TH ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ D?OFFICER/MEMBER EXCLUDE (Mandatary In NH) E.L.DISEASE-EA EMPLOYE $ K yes,desaibe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Operations performed by the Named Insured provided for by the terms and conditions of the policy.A Worker's Compensation certificate was requested and will be send to you directly by the issuing company.Job:Aittaniemi,40 Woodwind Way,W. Barnstable CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Greg Springer Builder 1010 Factory Rd Harwich;MA 02645 nn AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 7-7/27/2015 (MM/DD/YYYY) ACORO CERTIFICATE OF LIABILITY INSURANCE ��' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER BRYDEN &SULLIVAN OF DENNIS INC NAME: PO BOX 1497 PHONE FAX SOUTH DENNIS, MA 02660 E-MAIL a/c "° ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual Fire Insurance 23035 INSURED INSURER B: D & M CONSTRUCTION INC PO BOX 190 INSURER C: SOUTH DENNIS MA 02660 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 25723551 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. I POLICY EXP LTR TYPE OF INSURANCE INM ADDL SUER POLICY NUMBER MM POLICY/DD/YYYY) (MM/DD1YYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ -DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PE O- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY t $DAMAGE HIRED AUTOS AUTOS Per accden UMBRELLA LIAS OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WC2-31S-351409-035 4/20/2015 4/20/2016 ,/ STATUTE ERH AND EMPLOYERS'LIABILITY — ANY PROPRIETOR/PARTNER/EJ(ECUTIVE Y/" E.L EACH ACCIDENT $ 500000 OFFICERIMEMBER EXCLUDED9 �N N/A (Mandatory In NH) E.L DISEASE-EA EMPLOYE $ 500000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT 1$ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers'compensation coverage CERTIFICATE HOLDER CANCELLATION GA SPRINGER BUILDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1010 FACTORY ROAD ACCORDANCE WITH THE POLICY PROVISIONS. HARWICH MA 02645 AUTHORIZED REPRESENTATIVE Liberty Mutual Fire Insurance ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD 25723551 1 1-351409 1 15-16 WC I voaesh.oatil@libertvmutual.com 1 7/27/2015 5:44:05 AM (PDT) 1 Paae 1 of 1 i ✓lam TOomvnwruuea�C a�✓�.aaaac�aueeQ2 Office of Consumer Affairs&BUdsiness Regulation HOME IMPROVEMMONTRACTOR Registration: 153728- Type: Expiration: Rl4i- T : Indio. i*l GREG A SPANG�;.IR �F I g. � GREG SPRINGER 1010 FACTORY RD\f HARWICH;MA'-j266� ���'•ie: Undersecreta4,` Massachusetts-Department of Public Safety Board of Building Regulations and Standards Construction Supervisdt License: CS-048131 GREG A SPRING * PO BOX 749 t South Dennis MA0266 Expiration Commissioner 01/19/2016 Bk 27983 P933 -MW-biU41 02--12-2014 a 10= 42u DEED WE, RICHARD J. AITTANIEMI and JOAN K. TOMPKINS, Trustees of the Stella M. Aittaniemi 1993 Family Trust, u/a/d December 7, 1993, see Abstract of Trust recorded in Book 26326, Page 307, with an address of P.O. Box 568, West Barnstable, MA 02668 For consideration of less than $100 Grant to RICHARD J. AITTANIEMI, individually, with an address of 19 Woodwind Way, West Barnstable, MA 02668 with QUITCLAIM COVENANTS, the land situated in Barnstable (West), Barnstable County, Massachusetts, described as follows: Being shown as Lot 3 on a plan entitled "Modification Plan Subdivision #739 turning and Drainage Easement Lot 3 in (West) Barnstable, MA Prepared for Raymond & Stella Aittaniemi Date: Aug. 2 2007 Scale 1" = 40', prepared by down cape engineering, inc. Civil Engineers Land Surveyors 939 Main Street - Yarmouthport, Mass.", which plan is recorded at the Barnstable County Registry of Deeds in Plan Book 624, Page 69. Subject to and with the benefit of all rights, rights of way, restrictions, reservations, covenants, or easements of record. Property Address: 0 Woodwind Way, West Barnstable, MA For title, see deed recorded at the Barnstable Registry of Deeds in Book 26326, Page 308 and death certificate for Stella M. Aittaniemi recorded at the Barnstable Registry of Deeds in Book 27700, Page 64. WITNESS my hand and seal this )/ day of February, 2014. Stella M. Aittaniemi 1993 Family Trust By: Richard J. aniemi, Trustee Joan K. Tompkins, Trustee Bk 27983 Pg34 #6041 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this // day of February, 2014, before me, the undersigned notary public, personally appeared Richard J. Aittaniemi and Joan K. Tompkins, trustees as aforesaid, personally known to me to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily for its stated purpose. 414. ill--4 Ronald J. Seid Notary Public My comm. ex ' es: 06/01/2018 ROOLD J.SEIDEL k Macy Pubne MaeecAusette `:��° Cammlaelon Expires Jun 1.2016 Bk 27983 Pg35 #6041 TRUSTEE'S CERTIFICATE TRUST: Stella M. Aittaniemi 1993 Family Trust u/a/d December 7, 1993 Book 26326, Page 307 TRUSTEES: Richard J. Aittaniemi and Joan K. Tompkins PROPERTY: 0 Woodwind Way, West Barnstable, MA KNOW ALL MEN BY THESE PRESENTS, that we, Richard J. Aittaniemi and Joan K. Tompkins, Trusteesof the Stella M. Aittaniemi 1993 Family Trust, hereby certify that: 1 . We are the duly appointed trustees of said Trust and have full power and authority to transfer the above referenced property to Richard J. Aittaniemi, for the consideration of less than One Hundred ($100) Dollars, and to execute, acknowledge and deliver to said grantee any instrument or instruments as may be necessary and proper or incidental to the completion of the transfer. 2. The trust has not been terminated, altered or amended, except as may appear of record, and is still in force and effect and that we are the duly appointed Trustee of said Trust; and 3. We are executing this certificate and performing the above acts as recited herein pursuant to express direction of the beneficiaries of said Trust; and 4. The beneficiaries of the said Trust are of full age and competent to give said express direction. Executed this it day of February, 2014. ,,�.. Richard J. Aittani mi, Trustee G Joan K. Tompkins, Trustee i Bk 27983 Pg36 #6041 COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this J( day of February, 2014, before me, the undersigned notary public, personally appeared Richard J. Aittaniemi and Joan K. Tompkins, personally known to me to be the persons whose names are signed on the preceding or attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of their knowledge and belief and that they signed it voluntarily and for its stated purpose. XA Ronald J. Set al Notary Public My comm. expires: 06/01/2018 RONALO J.SEIOEL Notary Public musaeAusatrs tea' CoMM"oe Expos Jun 1."IS BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST -. JOHN F.MEADE,REGISTER E . BARNSTABLE REGISTRY OF DEEDS a 6 .axe f• ialYY•TIXfd7Fywah%flf Q5iQC�iZlS S fepartment of ludustrial Accident. OKwe-Of rmlesfig*Gns 00 WasMl'agfon&reef Lastary,MA02117 wrt.,►v.YnaSMgo dia 'workers' Compensafiontl suranceAffidavit Builders/Contr-acfors/Elech-icianMumbers Applicant Infermat on- Please Pant Legibly Name(l nine loxgani-zafioaffii Evidnaq: s ct s-o-,,,ion,a qi� Address: city/StatejZip: cF 5 Phone 4- .,S q 3 Z--(o 3 o Are you an employer?Check the appropriate b= Type of project Cr 4_�Iamac.ontractorandl } �o l t�e�= 1.❑ I am a employer with 6_ X-New oon,ft,,troa employees(fail andlorpart-time.* have bired.the sub`contracto_-s. 2.[1 I am a sole proprie#of or partner- listed on the attached sheet 7- ❑Reraodeling ship and baire no employees These sub-contractors ha-ve g- ❑Demolition. groddng fir me in any capa employees and have wormers' city_ 9_ E]Building additioa [1-To workers' comp_ i insurance comp- ncnranur--I S_ We area corporation and-its 10_.❑Electrical repairs or acidiuoas 3_❑ I am a homeo-uner doing all work ofEcers harm eaerased faeir 1I_.0 Plumbing repairs or myself [No workers'comp- right.of emmption.per MGL 12-.❑hoof repairs �nsin nce require&]1 c- 152, §1(4} and we&nm no employees_[No Wo�s' 13_❑Other Comp.ff1SIIianm require ,] *Amy wplin at Coat checks boa r1 mast slso fM om3 the sec&a below shoe fh&wodkers'coaroe�-fi On polity anfnmx6al T Hnmeawnem orho submit this af5ds9it ix4Krs mr they are doing a1T WWR and'_rhea hire ontaae caatrac ors=-t sobmrt anew aj5d=;*•d?—r=,snr h 1 ha cmrs that chna this bar must si>ached ffi sddidam T sheet sbawh3g the name of floe Pab-�and stata vrbethec txnn2 thasz ewes amplayees_ If the snb{ontmct=harm empIogees,they must provide their workers'comp.policy number_ t afn an efnplt�yer ihrr#isgrmdduig tt orders'cotr>peruxnho.n trtaatrrrrtce tot �`1'e,9r}r7Dyceas Belau is fate policy anid job sill in}'ormahivn_ Insurance Cornpanyl'Iame: Policy fr or Self-ins-Lic-Ak Expiration.Date: Job Site Address: Cityr"5tatelzip: AffAcbt a copy of the markers'compensation policy declaration page-(shaxing the policy irumber•and expic ation date). Failure to secure coverage as nuluired raider Section 25A of MUL c. 152 can lead to the imposition of criadual penxbi.es of a fine up to$1,500.OU andlor one-year imprisonmeat,m well as cizal penalties in the form of a STOP WORK ORDER-and a Eie. of'up to S250.00 a.day against the violator- Be advised that a czpy of this statement may be fDrwnded to the Office of lureddgations of the DIA for irexrance coverage verffication- I da hereby c fy rmAr tke pins and penaNas ofpedw y th tthe in ormcdio:n prcn2dsd above is.bits and correct Simature: nV4, c Bate: 7 (J Pbons 5��- 3 Z- 3 a S _ ©f Ecial use only. Do not writ&in this area,to fie mmpleted by d(V or tone officP&L City or Town: PeraxiilLicense Issu*g Au-tharity{drde oae}_ 1.Board of Health 2.Buff-ding Department I CityfFown Clerk 4.Electrical Fnspeetor S.Plumbing Lu_sr ctor 6.C�h�er Contact Person: Phone f: 6 l Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursuantto this statute, an employee is defined as"___every person in the service of another under any contract of hire, express or implied oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more ! of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein or the occrpant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of sucbL employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall witbhold the issuance or renewal of a license or permit to operate a business or to constmct buildings in the commonwealth for an.y applicant who has not produced acceptable evidence of compliance with the insurance.-coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority-" Applicants I Please fill out the workers' compensation affidavit completely,by checking the boxes that apply'ycur situation and if necessary,supply sub-contractors)name(s),addresses)and phone numbers)along with their Geri i.fica_c(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(L LP)with no employees other than the members or partners, are not required to carry workers' compensation insurance_ If an LLC or LLP does have employees, a policy is required. Be advised that this s affidavit may be submitted to the Depart nent of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit '1.1-e aiadavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Sell insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a spat:at the bottom of the affidavit for you to nll out in the event the Office of Investigations has to contact you retarding Lie applicant Please be sure to fill in the permit/license number which will be used as a reference number. In add iticn, an.applicant that must submit multiple permitllieense applications in any given year,need only submit one afficlavit indicating current policy information (if necessary) and under"Job Site Address-the applicant should write"all locatio s ilz (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses_ A new affidavit m'.?st be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i_e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this of li da,-it The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Comm onv i�alth of Massachusetts Degaitment of Industrial Accidents Q€fzCe oz �'esfzax 600 Wasi�ngton Stet Tel.A 617 727-4}QO ext 406 or I-877-MASSAFE Revised 4-24-07 Fax It 617-727-7149 w w_mas�goviffia Affidavit of Substantial Financial Interest 1, �'qeyS of �' �cl�� , on oath depose A sthfe'ag follows: 1. 1 'am an applicant for a building permit for the property located at Map&, Parcel —c The address.of the property is 5o I,cJ , a4V uJ,-S ' 2. 1 have % legal.or equitable interest in the real property which is the .subject of the buil ' g permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 9 1Z 16 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: .Name n Address 4. Within the last twelve months, from today's date, which is , i have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building-permit application: MaplParcel Address 1� 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal ore uitable interest. . 6. Within the last ten days, I have submitted building permit applications for ° to legal orquitable interest. property m which I have a�1 /° or greater g q 7. Within this month,'I have submitted building permit applications for property in which l have a 1%legal or equitable intIrst. B. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed.under the pains and penalties of p 'ury, is-LZday of kyolr, 2 0 r = 2001-0050/affln 1 O/LOTI-ERY/AFFIDAVIT .. I Town of Barnstable Regulatory Services - �, :Richard V.ScaIi,Interim Director 16 '�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 _ Property Owner Must. Complete.and Sign This Section ' If Using A:Builder I, C!n►�bQ� A(7TANte/At ,as Ownet of the subject property hereby authorize_ �F A INS€ ?io i U a LLQ_ to act on my behalf in aIl tnattets relative to work authorized by this building p etmit LOT 3 JO l� OP4 0.3"S4(4e (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or.utilized before fence is installed and all final inspections are performed and accepted. e_o _O_wu e pplicant RMA A(rTAN(��( Print Name P ' e _ Date I UW.0 U1 "4itt;,LUAJtc Regulatory Services - of Richard Y.Sca14 Interim Director. .. °-� Building.Divmon umvsresr�. Tom Peary,Building Commissioner 163 200 Main Street, Hyannis,MA 02601 • www.town.barnstable.ma.ns Office: 508-862-403 8 Fax: 508-790-625 0 - HOMEOWNER LICENSE EXITOx _ . .. -. -• Plcasc Priat - . DATE: JOB 1.00AnGN: number sheet v91-1ge "HOMEOWNER": name home phone# work phone$ CURRENT MAILING ADDRESS: city/tovlti state zip'code The current exemption for"homeowners"was extended to include owner-occupied dwellnss of six units or less.and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OFHOMEOWMM Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is•intended-to be,a one or two- hmily dwelling, attached or detached structures accessory to such use and/or farm stractur-es. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on.a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assmmes responsibility for compliance with the State Building Code and other applicable'codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department mini um mspection procedures and requirements and that he/she Will comply with said procedures and requirements. Signature ofHnmcowncr Approval of Building Of5cial ' Note: Three-family dwellings containing 35;000 cubic feet or larger will be,required to comply with the State Building Code Section 127.0 Construction ControL HOMEOWNER'S EI32 TION The Code states that. "Any.homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities•of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2:15).Tkg_lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons.. In this case;our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt'such a formlcertification for use in your community. QAWPFTIFS\FORjMufldmgpftmk;bmislEXPRFSS.doc - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • f� q Map ( l O Parcel ©y -Application # 1, i Health Division r/ Date Issued Ly Conservation Division n" !� Application Fee tloo Planning Dept. c, 1 Permit Fee Date Definitive PI proved by Planning Board -4 lot �P6 Historic - OKH _ Preservation/ Hyannis Project Street Address t7 VJ OA �C Village U) Owner ' aIA VA Aimmcm I Address I? -;a) Telephone / Permit RequestW e DNS S j b,:, f No (tivc�� spAc� III Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Qsj;h14=,"I 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 o On Old King's Highway:kes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other o 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: XGas .❑ Oil ❑ Electric 0 Other `Central Air: El Yes X_No Fireplaces: Existing . New Existing wood/coal stove: 0 Yes K�o Detached garage: ❑ existing ❑ new die 3�001: ❑ 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 1 N0 If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION � (BUILDER OR HOMEOWNER) Name �1 s(J0.1�?9 ��f 1c� �LLC- Telephone Number i - Address fl- DSc ��`� License # e)%fit 3 U Home Improvement Contractor# S.37ag Email v�J vs0�,�� uc(cam , c�,� Worker's Compensation # J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO s -f- 9— SIGNATUR DATE 'FOR OFFICIAL USE ONLY c APPLICATION# l DATE ISSUED j -MAP/PARCEL N0. � ADDRESS VILLAGE OWNER , DATE OF INSPECTION: _ FOUNDATION ` FRAME ?Ft?�c INSULATION RIN I Ivy I r X^*-AgiPl3102., 1[0—s FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL K �f x FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , ? PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: i707 SEArH STREET �_... .., .. .._.+ _ oEs �.--__-_ __ --- —---- - Sheet No-:.. + GENERAL DESCRIPTION Jim Smith Arch - jamesdsmithll@comcast.net �8th=ed� P15-39 i Narrative: 1-1/2 Story Separate Barn/Garage on 1/2 Height K2210 + ---------- Concrete Foundation `tk%OF/L9S Location: AITTANIEMI, Lot 3 Woodwind Way, West Barnstable, MA qF} Construction: 211x 4" @ 16" SPS w/ 11ly fi Rigid Foam. 2nd Wall Section ) T VARNUM ____________ PHILBROO _ K Finish Package. Post fi Beam w/ Concrete Foundation y � MECHANICAL C SPECIAL CONSIDERATIONS ``��y No.30690 I Use Group(s)_ U(tility) - Private Garage \ ONAL ECG\ Construction Type: V-B (unprotected) - No Separations, Separate Building ZD�S j i Misc or Comments_ o Plan Review, Note Sizing fi Layout ----------------- o Design Checks - Shearwalls fi Connections o AWC Chkl Supports w/ Connections fi Shearwalls DESIGN CONSIDERATIONS .. Soil Data: - Site Plan or Boring Log available: YES ---------- Preparer of plan or log: Sweetser Engineering #7542 Direct Observation: YES, Nearby P82-07, P98-12 CC Atlas - Cape Cod Atlas Qbn (Barnstable Outwash) 1 Description: — — { USCS = SP/SM SBC Class = -9- ! Specifics: Br(allow) = _2,400 lb/sq ft w/ 20% allowable depth increase , I Fire Data: Single Occupancy - Utility - no protection required _ Loads SEC Location #/sq ft Dur Note/Code j j ------ ----------- ------------ --------- ---------- ------------------------ j 1st Floor (Garage) 50 1.0 Tbl. R301.5 •,' 2nd Floor (Stiffer) 50 1.0 Tbl. R301.5 Attic (non-Expand) 5 1.0 Tbl. R301.5 I Stairs/Corridors (Stiffer), 60 1.0 Tbl. R301.5 i I{ Partitions: 2x4/6 12 1.0 Bear/Non-Bear i } WFCM lfi2 Family - Chp 3• °Prescriptive Method for Snow _fi_Wind UON_fi 1 Snow - m = 9/12 (300+) 30 1.15 Tbl. R301.2(5) (MA) Wind - Speed = 110 MPH EXP = B 1.33 Tbl. R301.2(4) (MA) Height fi Exposure Coef. = 1.00 Tbl. R301.2(3) Ref Pres (Horiz) Zone 4 = -20 MWFRS Tbl. R301.2(2) j Ref Pres (Horiz) Zone 5 — -28 C&C Tbl. R301.2(2) ! Roof Pitch > 30° to 45° Mrh = 22 ft for Main Barn Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -25 C&C Tbl. R301.2(2) 1 Engineered Design (IAW Para._R301.1.3) for Ties, Beams fi Posts by others i Loadings I 1st Floor 2nd Floor Attic Roofs ------ ----------- ------------ --------- ---------- ------------------------ I LIVE LOAD 1 50 50 5 30 I ----------- ------------ --------- ---------- ------------------------ f DEAD LOADS 1 50 13 7 8 I Misc I Slab, 611x Beams', Headers, Roof Bent Rafters DESIGN TOTAL I 100 65 15 40 { w/ round I w/ 5% on DL t j Tbl. 3.4 i NET UPLIFT = (30" to 45") ( ) - .6 x ( ) = lb/sq ft �525' (-25) w/ C&C - Roof - .6 x (15) = --16.lb/sq ft 544j @ 48"o/c. for MWFRS - Roof (-18) - .6 x (15) = -9 lb/sq ft -306 pertail I 1 I 1 I , i I P82-FRW-7 f J PHILBROOK ENGINEERING FIELD REPO RTIWORKSHEET Project No: ' �� -31 15Aq--A 10jj 6EACM STREET ..-DENNIS,MA�02838._.�_ Sheet 'No: -2.� Ot GENERAL DESCRIPTION Jim Smith Arch - jamesdsmithll@comcast.net �8th_ed. P15-39 Narrative: 1-1/2 Story Separate Barn/Garage on 1/2 Height K2210 ---------- Concrete Foundation Location: AITTANIEMI, Lot 3 Woodwind Way, West Barnstable, MA j SN OF 4f qss DESIGN NOTES - Shear Walls -BARN T VARNUM G TITLE Elevation (Exposure Face) 6 Level (Location) o PHILBROOK ! Wind to Ridge Orientation; Perpendicular or Parallel MECHANICAL v' i A End Wall; Width (W ft) or Length (L ft) o No.30690 B EFFECTIVE Full Height Sheathing (WFCM 162 Tbls. 3.17A or 9 O C Wall Height Adjustment (H/8) �S L D Wall Height SIONAL ENG E Effective Sheathing Panel Length (H/3.5) °U I F WFCM Tbl. 3.17D Adjustment for Types of Constructionj G Adjusted Minimum Required Length of Full Height Sheathing NWW H Available Length of Effective Full Height Sheathing f =„W i �Lo TITLE Garage'-Rear(Roof,Ceil&Fir) TITLE Garage-Left(Roof,Ceil&1 Fir) LL; Wind Perpendicular to Ridge Wind Parallel to Garage Ridge r. A Side Wall(L) 36.0 ft End Wall(W) 34.0 ft B Min.Eff Len. 12.6 ft (from Tbl 3.17A) Min.Eff Len. 9.5 ft (from Tbl 3.17B) i C Wall Adj 1.41 Hl8 Wall Adj 1.41 Hl8 D Wall Height 11.3 ft Wall Height 11.3 ft Q' E Eff.Panel 38.6 in Eff.Panel 38.6 in ! F Tbl.3-17D Adj I 1.00 (from Tbl 3.17D) Tbl.3-17D Adj 1.00 none taken G Adj.Eff Len 17.7 ft Adj.Eff Len 13.4 ft H Avail Eff Len 19.0 ft SW-1 Avail Eff Len 16.3 ft SW-1 SW-1; Tbl. 3.17D 6" Edge, 12" Field w/ 7/16" OSB Blocked S 1/2" GWB Interior TITLE Garage-Front(Roof,Ceil&Fir) TITLE Garage-Right(Roof,Ceil$1 Fir) Wind Perpendicular to Ridge Wind Parallel to Garage Ridge A Side Wall(L) 36.0 ft End Wall(W) 34.0 ft B Min.Eff Len. 12.6 ft (from Tbl 3.17A) Min.Eff Len. 9.5 ft (from Tbl 3.17B) C Wall Adj 1.41 Hl8 Wall Adj 1.41 H18 D Wall Height 11.3 ft Wall Height 11.3 ft E Eff.Panel 38.6 in Eff.Panel 38.6 in j F Tbl.3-17D Adj I i.00 (from Tbl 3.17D) Tbl.3-17D Adj 1.00 none taken i G Adj.Eff Len 17.7 ft Adj.Eff Len 13.4 ft H Avail Eff Len 18.0 ft SW-1 Avail Eff Len 16.3 ft SW-1 SW-1; Tbl. 3.17D; 6" Edge, 12" Field w/ 7/16". OSB Blocked 6 `i%2"GWB Interior I 5/8"x 12" Anchor Bolts; New Construction for Slab-on-Grade combined loads require 24" o/c bol spacing OK by Table Verify Tie-down Anchorage for Uplift using 5/8" Bolts S Big Door Holdowns ; j V(walls) = (Roof/Ceiling x H/8) x (L or W)/2 = V(for end wall) = (303 + 184 x 11.331/8) plf x 36'/2 = 10,144 lb Wall End Uplift = V(endwall) .x Height/Short Wall Width = -3,380 lb Panel Uplift provided for by pairs of Simpson STHD14 for 5,345 lb restraint > -4,890 lb uplift OK by Design i f I ( P82-FRW-7 j 1 ! AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind ZoneRaa Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 P15-39; ATTANIEMI, Lot#3 Woodwind Way,West Barnstable, MA 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph -- WindExposure Category................................................................................................................................B 1 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories <_2 stories J_ Roof Pitch ..........................................................................(Fig 2)........ ...................................... _9_<_12:12 !_ Mean Roof Height ..............................................................(Fig 2).............................................._22_ft <_33' J_ Building Width,W ..............................................................(Fig 3)............................................. _34—ft <_80' J_ Building Length, L ..............................................................(Fig 3).................... ........ .......�.........._36_ft <_80' 1 Building Aspect Ratio(L/W) ...............................................(Fig 4) ..............................1� T.:..(.— 1.0_s 3:1 1 Nominal Height of Tallest OpeningZ ...................................(Fig 4)...............................................-6'8"—<_6'8" CN#1 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ J_ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. _J_ ConcreteMasonry.................................................................................................................................... _n/a_ 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(fable 4)...Fig. 5 Slab on Grade............ —24—in. CN#2 Bolt Spacing from endrjoint of plate ............................(Fig 5).................................._10_in.<_6"—12" J_ Bolt Embedment—concrete........................................(Fig 5)................................................._7_in.>_7" 1 Bolt Embedment—masonry........................................(Fig 5)........................................... in.z 15" _n/a_ Plate Washer...............................................................(Fig 5)............for double plates......>_3"x 3"x'/<" J- 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... 1 Maximum Floor Opening Dimension...................................(Fig 6)..............................................._12_ft_< 12' 1 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall ...See Perimeter Plate Beam.... J— Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................._ft <_d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................—ft <_d _n/a_ Floor Bracing at Endwalls...................................................(P&B)...Gable Plate&Girder Beams.................... 1 Floor Sheathing Type ........................................................780 CMR Sec. R503 Tbl. R503.1 ......................... J— Floor Sheathing Thickness ................................................(780 CMR Sec. R503 Tbl. R503.1)......_1-1/2_in. J— Floor Sheathing Fastening..................................................(12d Cmn nails at_12_in edge/_48—in field) J- 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................_10'0"_ s 10' J_ Non-Loadbearing walls................................................(Fig 10 and Table 5)........................_10'0" <_20' 1 Wall Stud Spacing ........................................................(Fig 10 and Table 5)................._16_in.<_24"o.c. 1 Wall Story Offsets ........................................................(Figs 7&8)..........................................._0_ft <_d _n/a_ 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5).............................2x_6"_-—8_ft—3_in. J— Non-Loadbearing walls................................................(Table 5).......................2x 4"/6"_-_14_ft_in. J— Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10)..............................................:................... _n/a_ WSP Attic Floor Length...............................................(Fig 11).............................................._36_ft>_W/3 J_ Gypsum Ceiling Length(if WSP not used)..................(Fig 11)........................................._ft>_0.9W _n/a_ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ... (Fig 11)...... Perimeter Plate Beam .................. 1 or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss _n/a_ Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................._12_ft J— Splice Connection(no.of 16d common nails).............(Table 6—16d equivalent to'/z"lag screw)..._24_ J_ i AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)......................................................_2_ J— Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)........................................................—2— Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(fable 9).................................._4_ft_0_in.<_11' J— Sill Plate Spans ........................................................(Table 9).................................._0_ft_0_in.<_11' _n/a_ Full Height Studs (no.of studs)...................................(Table 9)........................................................_1_ f Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)................................_12_ft_0—in.<_ 12' J— Sill Plate Spans...........................................................(Table 9).............................._0_ft_0—in.<_12" _n/a_ Full Height Studs(no.of studs) ...................................(P&B)...Gable King Post..............................._1_ J_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ...............................................................................68"<_6'8" f Sheathing Type.............................................(note 11 &CMR 780 Sec. R604)....:..........7/16"_ J_ Edge Nail Spacing.........................................(Table 3.17A)..........................................._6_in. f Field Nail Spacing.........................................(Table 10).................................................—12—in. Shear Connection(no.of 16d common nails)(fable 10).......................................................3/ft If Percent Full-Height Sheathing.......................(Table 10)..adapted from Tbl.3.17A.......... ._ 3°o CN#3 5%Additional Sheathing for Wall with Opening>6'8"_See Special Design................. CN#1 Maximum Building Dimension, L Nominal Height of Tallest Opening Z.........................................................................6'8"<_6'8" f Sheathing Type.............................................(note 11 &CMR 780 Sec.R604).............._7/16"_ -- Edge Nail Spacing.........................................(Table 3.17B)..........................................._6_in. J— Field Nail Spacing.........................................(Table 11)................................................._12_in.no.of 16d common nails J_ Shear Connection ( )(Table 11)......................................................3/ft � — Percent Full-Height Sheathing.......................(Table 11)...adapted from Tbl.3.17B.......... 48% CN#3 5%Additional Sheathing for Wall with Opening>6'8" .................................................. n/a Wall Cladding Rated for Wind Speed?....WC Shingles...................................................................................................... J_ 5A ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) f Roof Overhang ...................................................(Figure 19)............._1_ft:5 smaller of 2'or U3 J— Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=-157 plf CN#4 Lateral.............................................(Table 12).............................................L=-132 plf CN#4 Shear..............................................(Table 12)..............................................S=_58 plf CN#4 Ridge Strap Connections,if collar ties not used per page 21... (P&B-Gable Ridge Beams)...T=_138 plf CN#5 Gable Rake Outlooker...........................:.............(Figure 20).........._75_ft:5 smaller of 2'or U2 f Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. —n/a_ Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. _n/a_ Roof Sheathing Type.....................................................(per 780 CMR Chapters 58 and 59) ............ f Roof Sheathing Thickness..............................................................................................5/8">_7/16"WSP f Roof Sheathing Fastening...........................................(Table 2)...............................................10d Bx_ J— Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. Const. Note#1 —Special Large Door Openings-anchorage backup design check attached 5. Const. Note#2—maximum 24"per figure 5. Bolts thru Double Bottom Plate. Slab on Grade(Shear, Lateral&Uplift) 6. Const. Note#3—Plywood shearwall per Tbls.3.17A or 3.17E—shearwall backup design check attached AWC Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist fodCompliance (780 CMR 5301.2.1.1)1 7. Const. Note#4—Simpson H2.5 or HL43 connector at all rapier tails and lapped joinery. 12"Timberscrews for flat and toe bearing roof beam crossing points 8. Const. Note#5—Use 4"Timberscrews for roof beam lapped joinery crossing points 9. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements — b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment '-MEN THIS EDGE RESTS ON FRAMING USEsdi NAILS AT6*ox- 11 11 1 11 11 1 1 11 11 1 Y 1.1 71 11 11 I 11 II 11 11 11 11 11 11 N I-0 O 11 11 7 II 1; 1 11 I l I 11It /1 O rY II.F. 1 1 11 ;I a 1 a 1 Q !1 ii I id 11 � n It 1 Z 11 Il II 1I 1 Q 11 Q fl 11 13 _J It II W . II U ii ii W 1 Double Plate—Stagger u t nails Top&Bottom Plates. 12"anchor hfri10LEESXw �-------1 -i`. bolts thru BOTH of the plates—see Construction Note#2 See Detal!on Next Page Vertical and Horizontal Nailing for Panel Attachment l AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (7so CXR 5301.2.1.1)1 a x Q r r r r ' r r r r r r r r a ®4 rl Ii + r FRM INC MEMBERS r r EDGE MERMEIMTE r � i r ' Z I `= - 1'MIN. ----'---t---------- ---L- -----j- -�--- STAGGERED 3'MK ?WL PATTERN PANEL PANEL EDGE DOURE NAIL EDGE SPAMG DUAL Detail Vertical and Horizontal Nailing for Panel Attachment i i REScheck Software Version 4.6.1 Compliance Certificate Project AITTANIEMI BARN Energy Code: 2012 IECC Location: West Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,100 ft2 Glazing Area 4% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: West Barnstable, MA Richard J.Aittaniemi Donald Gibavic 19 Woodwind Way Habitat Post& Beam, Inc. West Bearstable, MA 02668 21 Elm Street 508-833-3601 South Deerfield, MA 01373 413.665.4006 Compliance: trade-off Compliance: 8.2%Better Than Code Maximum UA: 389 Your UA: 357 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Cathedral Ceiling 1,530 0.0 42.0 0.023 35 Wall 1: Wood Frame, 16" o.c. 2,534 15.0 5.0 0.053 114 Window 1:Wood Frame:Double Pane with Low-E 30 0.300 9 Window 2: Wood Frame:Double Pane with Low-E 66 0.300 20 Door 1: Solid 230 0.300 69 Door 2: Solid 66 0.300 20 Floor 1: Slab-On-Grade:Heated 132 10.0 0.684 90 Insulation depth: 6.0' 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 desi ned to meet the 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory re nts liste Sch ck Inspection Checklist. Name-Title Sidirrafure Date f Project Title: AITTANIEMI BARN J Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 1 of 1 REScheck.rck L r REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ,Construction drawings and ❑Complies ; 103.2 :documentation demonstrate ❑Does Not [PR111 :,energy code compliance for the ® 'building envelope. ❑Not Observable []NotApplicable 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3)1 ;lighting and mechanical systems. ❑Not Observable (� :Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: g Manual J or other methods ❑Not Observable approved by the code official, ; Btu/hr ; Btu/hr :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact(Tier 3) N � Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 2 of 8 REScheck.rck I 5 Section Plans.Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Slab edge insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. 0 ;❑ Heated ;❑ Heated bNot Observable ❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies 402.2.9 1 manufacturer's instructions. ❑Does Not [FO2]1 I ❑Not Observable ; ❑Not Applicable 402.1.1 ;Slab edge insulation ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO3]1 1 depth/length. ;❑Does Not ;table for values. I ; ; ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ; [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not �J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 3 of 8 REScheck.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not :table for values. [FR1]1 :[--]Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402.3.3, 402.3.6, :❑Not Observable 402.5 : '❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not ® ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 :installed per manufacturer's ❑Does Not instructions. ❑Not Observable I ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 !is listed and labeled as meeting ❑Does Not ® :AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable ;limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate .52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- R- ;❑Complies ; [FR12]1 �insulated to >_R-8.All other ducts R R_ ;❑Does Not ® l in unconditioned spaces or i outside the building envelope are: .❑Not Observable ; !insulated to>_R-6. ; ;❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies ; [FR13]1 !air handlers, and filter boxes are ❑Does Not ;sealed. ❑Not Observable ; ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 4F are insulated to >_R- 3 : ;❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 >R-3. :❑Does Not ;❑Not Observable ; ;❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 4 of 8 REScheck.rck I Section Plans Verified Field.Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 5 of 8 REScheck.rck i Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values []Does Not �J provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ; [IN3]1 exterior,the exterior insulation El Mass i❑ Mass :❑Not Observable requirement applies (FR10). ❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE ' Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 6 of 8 REScheck.rck i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, (Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable 402.2.6 ; [FI1]1 ! ; :❑Not Applicable ; 303.1.1.1, (Ceiling insulation installed per ❑Complies 303.2 1 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ® 300 ft2. ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies (FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 (Attic access hatch and door ; R- R- ;❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not ® adjacent assembly. ; ❑Not Observable ❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not ® <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.2 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 I cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not ® ;<=3 cfm/100 ft2 without air ❑Not Observable I handler @ 25 Pa. For rough-in ; !tests,verification may need to ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies ; (FI24]1 :by manufacturer at <=2%of ❑Does Not +design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [Flg]2 installed on forced air furnaces. ❑Does Not 40) ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed - ❑Complies [FI10]2 on heat pumps. ❑Does Not g' ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies [FI6]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. !Does not apply to low-voltage ❑Not Observable !lighting. []Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 FLow Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 7 of 8 REScheck.rck o . Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 - Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. [ Complies [FI7]2 ❑Does Not O ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F[18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 8 of 8 REScheck.rck I i \ 8 vw < ' I Abob MA® MI\ / s> � ;tH OF , e� rn ROBIN ', ROBIN WILLIAM �`'K+ ��LLIA9i WILCOX WILCOX b No. 31341 v No. 31341 �G�STfF�O ��0 2��`r s&GISTi_- �L CAND SJ� ' c LA'AD S� e TO THE BEST OF MY INFORMATION,—!— "AS-BUILT" PLOT PLAN KNOWLEDGE, AND BELIEF THE WEST BARNSTABLE, MASS. FOUNDATION SHOWN ON THIS PLAN LOT 3, PL. BK. 624 PG. 69 HAS BEEN LOCATED ON THE GROUND DATE 9/2/2015 SCALE 1" = 80' AS INDICATED. '-� JOB 7542-00 CLIENT SPRINGER 9 SWEETSER ENGINEERING 2 20�5 203 SETUCKET ROAD DATE PROFESSIONAL LAND SURVEYOR PO BOX 713 SOUTH DENNIS, MA 02660 off. 508-385-6900 fox. 508-385-6991 C.• �58\PROI\7542-00\dwg�7542-CPP.DWG 02015 SWEETSER ENGINEERING n ♦ } 1 _ � r ,�, .� ,� ,-, -, .. � .�r .; y,• ;t� .. :r , .� r � .. ,. + i I • x PHILBROOK ENGINEERING & CONSTRUCTION 107 Beach Street,Dennis,MA 02638-1826 Phone—508-385-8682 E-mail—Tvarnphil@Verizon.net HOUSE&BARNNEW MNSTRUMON Date: 15 August 2015 To: Mr.Thomas Perry Building Commissioner—.Town of Barnstable From: T.Vamum Philbrook,P.E. RE: AITTANIEMI Residence, Lot#3 Woodwind Way,West Barnstable,MA Dear Mr.Perry; I have finished my review of this job as 2 parts—House&Separate Barn/Garage. This is new construction and is partial wood platform frame and partial Post&Beam. My approach followed the WFCM 1&2 Family Manual for Prescriptive Design(Chp.3)for 110 MPH Wind Exp B wherever possible. It was necessary to use both Engineered Design(CMR 780 Para.R301.1.3)and Code Wood framing(CMR 780 Secs.R503 &R604)for flooring,beams and connections. The house will sheath w/ structural insulated panels(SIPs)and the barn will be conventional plywood sheathing. Both are totally enclosed-structures. For the tall bam door opening I used an engineered design w/heavy anchors. These buildings are fully sheathed and all the.shearwall nailing requirements are listed. Code required king& jack�studs are specified. As an overall summary: L~ a.All rafter spans and roof construction will need blocking and clips/screws as noted for lateral and uplift ' connections. b.Over ridge e steel straps high are specified for the house. The barn uses a screwed lap splice connection. c.Dedicated KING&JACK studs are specified for all openings. Dedicated posts and columns are shown for the barn tall doors and corner stairwell opening. d. Solid blocking is very important for the tall/slender 2"x 12"s. This is shown on plan&in section. ' e.The se anchor bolts are spaced 40"o/c and uplift loads are low so orthogonal corner anchor bolts will provide enough uplift restraint. The bam anchor bolts are closer spaced 24"o/c as the foundation is considered slab on grade. The tall doors and corners all require heavier Simpson STHD14 strap-ties. This narrative outlines the key requirements for this job as the Wh ed.of the Building Code is applied. Thank you and as always please call me with any questions or comments Respectfully, ?1 • \,SN OF MAssgcti I T VARNUM G6p s PHILBROOK T.VARNUM PHILBROOK P.E. Cell;508-364-1301 rMECHANICAL ` o - No.30690 `'T ZE 9 p; h encl; 2 ea Submittal Packets—House&Bam 0,.4, c 1I s T ER o, ONAL ENC� '7r tvP I • i PHILBROOK �(I� '3( ��nu�g • ' ENGINEERING FIELD REPO RT/WORKSHEET Project No: 7 107 BEACH STREET of (� _ DENNIS_w.02698_. Sheet No.: GENERAL DESCRIPTION Jim Smith Arch - jamesdsmithll@comcast.net �8th_ed. P15-39 Narrative: 1 Story Expanded Ranch w/ Porch 6 Grade Deck on K2210 ---------- full Concrete Foundation Location_ AITTANIEMI, Lot 3 Woodwind Way, West Barnstable, Nip, ZNOFIygSSCy 9 Construction: 2"x 4" @ 16" SPS w/ Ply 6 Rigid Foam. 2nd Wall Section �� T VARNUM Gu' ------------- Finish Package. , Post 6 Beam w/ Concrete Foundation o PHILBROOK � MECHANICAL `" I SPECIAL CONSIDERATIONS �Na.3069 Use Group(s)_ R-3 (1 Family Residence) - /ONAL Construction Type: V-B (unprotected) see separation below ------------------ Misc or Comments: o Plan Review, Note Sizing S Layout ----------------- o Design Checks - Shearwalls 6 Connections o AWC Chklst, Const. Notes 6 Submittals DESIGN CONSIDERATIONS I ! Soil Data: - Site Plan or Boring Log available: YES j ---------- Preparer of plan or log: Sweetser Engineering #7542 Direct Observation: YES, Nearby P82-07, P98-12 i CC Atlas - Cape Cod Atlas Qbn (Barnstable Outwash) Description: USCS = SP/SM SBC Class = =9-_ Specifi—cs: Br(allow) = 2,400 lb/sq ft 1 ( w/ 20% allowable depth increase Fire Data: 20 min. , Standard 1/2" GWB, Skim-Coat or 3/4" Solid Wood I ---------- I I Loads Note - ----------- SBC Location - #/sq ft- ----Dur ---_-- ------ 1st Floor 40 1.0 Tbl. R301.5 Attic (> 30" clear) 20 1.0 Tbl. R301.5 4 Outside Porch 6 Deck - Stiffer 50 1.0 Tbl. R301.5 Partitions: 2x4/6 12 1.0 Bear/Non-Bear WFCM 1S2 FamilyZ_Chp 3; Prescriptive Method_for_Snow 6 Wind U_ON S i Snow - m = 4 & 12/12 30 1.15 Tbl. R301.2(5) (MA) Wind - Speed = 110 MPH EXP = B Tbl. R301.2(4) (MA) Height 6 Exposure Coef. = 1.00 1.33 Tbl. R301.2(3) i Ref Pres (Horiz) Zone 4 = -20 MWFRS Tbl. R301.2(2) f ' Ref Pres (Horiz) Zone 5 = -28 C&C Tbl. R301.2(2) } Roof Pitch > 10" to 30" MRH 14 ft Main Low Slope - 1 Story Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -29 C&C Tbl. R301.2(2) j Roof Pitch > 30" to 45" MRH = 14 ft Righe Gable Wing - 1 Story ' Ref Pres (Vert) Zone 1 = -18 MWFRS Tbl. R301.2(2) Ref Pres (Vert) Zone 3 = -25 CSC Tbl. R301.2(2) 1 Engineered Design (IAW Para. R301.1.3)_—for_Ties, Beams 6 Posts by others Loadings I 1st Floor Attic Roofs Decks ------ ----------- ------------ --------- ---------- --------------------------- LIVE ---- LOAD -�--------- -------40 ---------0 --------------------------- DEAD LOADS 1 12 8 8 12 6 i ( Misc 121'x 10" KD Joists 6 2"x 1211/6"x 8" Rafters/Roof Beams (� I DESIGN TOTAL I 55 30 40 45 60 w/ round I w/ 5% on DL Tbl. 12 I NET UPLIFT = (16" worst) (_) - .6(Rf+Cl) = lb/sq ft _404 per end f w/ C&C - Main (-29) - .6 x (15) = -20 lb/sq ft 440 @ 24"o/c for MWFRS - Main (-18) - .6 x (10) = -12 lb/sq ft -264 pertail ( j i I fi f P82-FRW-7 ( PHILBROOK ENGINEERING FIELD REPORTMORKSHEET Project No: 107 BEACH STREET of Z (GENERAL DESCRIPTION Jim Smith Arch - jamesdsmithll@comcast.net P15-39 Narrative: 1 Story Expanded Ranch w/ Porch & Grade Deck on K2210 ---------- full Concrete Foundation Location: AITTANIEMI, Lot 3 Woodwind Way, West Barnstable, MA --------- �_11A DESIGN NOTES - Shear Walls -'MAIN HOUSE F� T VARNUM GN o PHILBROOK �4 TITLE Elevation (Exposure Face) & Level (Location) xP MECHANICAL Wind to Ridge Orientation; Perpendicular for ALL 4 fa s i A End Wall; Width (W ft) or Length (L ft) _P �No.30ti90o F B EFFECTIVE Full Height Sheathing (WFCM 1&2 Tbls. 3.17A or O�' STE C. Wall Height Adjustment (H/8) D Wall Height E Effective Sheathing Panel Length (H/3.5) i N F WFCM Tbl. 3.17D Adjustment for Types of Construction 34K ZO)':> G Adjusted Minimum Required Length of Full Height Sheathing H Available Length of Effective Full Height Sheathing ?r TITLE FRONT-Roof,Ceiling&1 Floor TITLE REAR-Roof,Ceiling&1 Floor - Wind Perp to Ridge(at side) Wind Perp to Ridge(at side) A Left Wall(W) 44.0 ft Right Wall(W) 44.0 ft B Min.Eff Len. 16.2 ft(from Tbl 3.17A) Min.Eff Len. 16.2 ft(from Tbl 3.17A) C Wall Adj 1.04 Hl8 Wall Adj 1.04 H18 z D Wall Height 8.3 ft Wall Height 8.3 ft d8 E /Eff.Panel 28.6 in Eff.Panel 28.6 in ItI F Tbl.3-17D Adj 1 1.01 none taken Tbl.3-17D Adj 1.0 none taken i G Adj.Eff Len 16.9 ft Adj.Eff Len 16.9 ft H Avail Eff Len 18.5 ft SW-1 Avail Eff Len 19.6 ft SW-1 SW-1; Tbl. 3.17D; 6" Edge, 12" Field w/7/16" OSB Blocked & 1/2"GWB Interior i TITLE LEFT-Roof&Ceiling TITLE RIGHT-Roof&Ceiling Wind Perp to Ridge(at front) Wind Perp to Ridge(at rear) A Front Wall(L) 44.0 ft Rear Wall(L) 44.0 ft B Min.Eff Len. 7.1 ft(from Tbl 3.17A) Min.Eff Len. 7.1 ft(from Tbl 3.17A) C Wall Adj 1.04 H18 Wall Adj 1.04 H18 D Wall Height 8.3 ft Wall Height 8.3 ft E Eff.Panel 28.6 in Eff.Panel 28.6 in F Tbl.3-17D Adj 1.01 none taken Tbl.3-17D Adj 1.0 none taken G Adj.Eff Len 7.4 ft Adj.Eff Len 7.4 ft H Avail Eff Len 10.1 ft SW-1 Avail Eff Len 8.5 ft SW-1 SW-1; Tbl. 3.17D; 6" Edge,- 12" Field w/ 7/16" OSB Blocked & �1/2"GWB_Interior 5/8"x 12" Anchor Bolts; New Construction (Tbl. 3.2C) for combined loads 45" o/c or 39" o/c. Standardize at 40" o/c OK by Table Verify Tie-down Anchorage for Uplift using 5/8" Bolts & NO Holdowns V(walls) = (Roof/Ceiling x H/8) x (L or W)/2 = V(side or end wall) = (340 x 8.31/8) plf x 441/2 = 7,788 lb Wall End Uplift = V(endwall) x Height/Short Wall Width = -1,802 lb End Uplift provided for by 2 ea 5/8" bolts OK to 2,800 lbs OK by Design OPTIONAL to upsize corners to Simpson LSTHD8RJ anchor straps P82-FRW-7 I i Philbrook Eng.&Const. 107 Beach Street AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Dennis,MA 02639 Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 P15-39; AITTANIEMI HOUSE; 50 Woodwind Way,West Barnstable, MA Q Check J Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category................................................................................................................................B 1_ 1.2 APPLICABILITY Number of Stones(a roof which exceeds 8 in 12 slope shall be considered a story)_1_stories <_2 stories J_ RoofPitch ..........................................................................(Fig 2)........................................... 4_ <_ 12:12 J MeanRoof Height ..............................................................(Fig 2).............................................._14_ft <_33' 1_ BuildingWidth,W ..............................................................(Fig 3............................................... _44_ft <_80' J_ BuildingLength, L ..............................................................(Fig 3).............................................. 44_ft 580' l_ Building Aspect Ratio(L/W) ........... ...................................(Fig 4) ................................................_1.1_<_3:1 . Nominal Height of Tallest Opening2 •..................•...............(Fig 4)................................................_6'8"_<_6'8" l_ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ J 2.1 FOUNDATION Foundation Walls meeting requirements of.780 CMR 5404.1 Concrete.............................................................................................................................. J_ ConcreteMasonry.................................................................................................................................... _n/a_ 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ................................. ........(Table 4)...39"or 45" for LAN= 1.0....so use 40_in. CN#1 Bolt Spacing from endloint of plate ............................(Fig 5)....................................—8—in.<_6"—12" If_ Bolt Embedment—concrete........................................(Fig 5)................................................._7_in.>_7" 1— Bolt Embedment—masonry........................................(Fig 5)........................................... in.>_15" _n/a_ Plate Washer...............................................................(Fig 5)............for single plates.......>_3"x 3"x W 1 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... 1_ Maximum Floor Opening Dimension...................................(Fig 6)................................................._0_ft<_12' 1_ Full Height Wall Studs at Floor Openings legs than 2'from Exterior Wall(Fig 6).................................. _n/a_ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)...................................................—ft <_d _n/a_ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8) ..................................................._ft <_d _n/a_ FloorBracing at Endwalls...................................................(Fig 9)................................................................... J_ Floor Sheathing Type ....................................................... (per 780 CMR Chapter 55).................................... +f_ Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)....................... in. 1_ Floor Sheathing Fastening..................................................(fable 2) 10d Bx nails at—6—in edge/_12_in field J_ '4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................._8'4"_ <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)..........................._12 ft <_20' f_ Wall Stud Spacing ........................................................(Fig 10 and Table 5)................._16_in.<_24"o.c. _ Wall Story Offsets ........................................................(Figs 7&8)...........................................-0_ft <_d n/a— 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5).............................2x-4"_-—8_ft_0_in. 1 Non-Loadbearing walls................................................(Table 5).......................2x_4"/6"_-_20_ft_in. J— Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. _n/a_ WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 _n/a_ Gypsum Ceiling Length if WSP not used .100%.......—ft>_0.9W J YP 9 9 (� )..................(Fig 11)....................... and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... _n/a_ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays +I Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................._6_ft J_ Splice Connection(no.of 16d common nails).............(Table 6)........................................................_16_ J_ Phllbrook Eng.a Const. 107 Beach Street AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Dennis,MA 02638 Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fables 7)......................................................—2— 1— Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8)........................................................_2— J_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................._6_ft_0_in. :5 11, J— Sill Plate Spans ........................................................(Table 9).................................._4_ft_0_in.5 11' !— Full Height Studs (no.of studs)...................................(Table 9)........................................................_2— J Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................._8_ft_0_in.:5 12' J— Sill Plate Spans...........................................................(Table 9).............................._0_ft_in.:5 12" r Full Height Studs(no.of studs) ...................................(fable 9)........................................................_3— J— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening 2 ...............................................................................6'8"<_6'8" !— Sheathing Type.............................................(note 11)...................................................._7/16"— J— Edge Nail Spacing.........................................(Table 10 or note 11 if less)....................._6—in. Field Nail Spacing.........................................(Table 10)................................................._12_in. 4 Shear Connection(no.of 16d common nails)(Table 10)..............................................I.........3/ft_ J— Percent Full-Height Sheathing.......................(fable 3.17A in-lieu of Table 10).................._42% CN#2 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) 6'8"_<_ 6'8" 1 Maximum Building Dimension, L Nominal Height of Tallest OpeningZ.........................................................................6'8"<_6'8" Sheathing Type.............................................(note 11)...................................................._7/16"— -- Edge Nail Spacing.........................................(Table 11 or note 11 if less)....................._6—in. 11Field Nail Spacing.........................................(Table 11)................................................._12_in. 4— Shear Connection(no.of 16d common nails)(Table 11)......................................................3/ft_ J_ Percent Full-Height Sheathing.......................(Table 3.17A in-lieu of Table 11).................._19% CN#2 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... _n/a_ Wall Cladding Rated for Wind Speed?....WC Shingles...................................................................................................... J- 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) J— Roof Overhang ...................................................(Figure 19).............—1—ft<_smaller of 2'or U3 J— Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=_251 plf CN#3 Lateral.............................................(Table 12).............................................L=_176 plf CN#3 Shear...............................................(fable 12).............................................S=-77 plf CN#3 Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=_267 plf CN#4 Gable Rake Outlooker.....:...................................(Figure 20).........._1.0_ft:5 smaller of 2'or U2 J— Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(fable 14)............................................U= lb. _n/a_ Lateral(no.of 16d common nails)...(Table 14).......................................L= lb. _n/a_ Roof Sheathing Type.................:.................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ................................................7/16">_7/16"WSP Roof Sheathing Fastening...........................................(Table 2).................................................8d Bx_ J— Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b—CN#2 for Hold Down design 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 4. Const. Note#1 —maximum 45"per table 3.2C for sides&rear walls(Shear, Lateral&Uplift) 5. Const. Note#2—Plywood shearwall per Tbls. 3.17A&B—shearwall backup design check attached. Note more restrictive Tbl.3.17A used for both directions considering the reverse gable ridge "hilbrook Eng.&Const. 107 Beach Street AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone r"e"nir,MA 02638 Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 6. Const. Note#3—Provide Simpson H2.5 Hurricane Ties at all rafter tails lapped to ceiling joists. Tall rafters exceed Ud limits therefore solid blocking at end and intermediate bearing points also required 7. Const. Note#4—OK for 1"x 8"rafter ties snug tight to underside of ridge board or Simpson LSTA15 strap ties 8. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -MEN THE EDGE REM ON PAIIMING US£8d NAILS AT 6bs 11 11 1 If 1/ 1 11 11 1/ 1 V 1-I rl 11 11 1 11 II 11 11 1 r 11 11 11 I 11 11 11 N 1-1 I / 11 I 1 1 11 It 11 Il — I F Ir m � ii a 1 H 11 ,1 m r � I It T3 !1 It 1 Z a l 1 Ir 1 1 11 11 � fl 11 1 4 1,1 1'Ce �I g re � i1 1 p I ! 11 Ir u3 1 IL IJ 1 Q If it W 1 I li t n rl 11 II r 111 I1�� — Lf.• UOUBLE CWGE M NAfLSPApNG ; t 1 PANEL 1 7. See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment Philbrook Eng.&Const. 107 Beach Street AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Dennis, MA 02638 Massachusetts Checklist for Compliance (7g0 CMm 5301.2.1.1)1 a S � 53Za za ' + � FRAMING MEMBERS i EDGE N ERMEDIAT£ 11` i 1 - ` �_ STAGGERED 3'MNI RML PATTERN PANEL PANEPX EDGE DOUBLE NAIL EDGE SPAMG DEML Detail Vertical and Horizontal Nailing for Panel Attachment 1 REScheck Software Version 4.6.1 Compliance Certificate Project AITTANIEMI BARN Energy Code: 2012 IECC Location: West Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,100 ft2 Glazing Area 4% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: West Barnstable, MA Richard J.Aittaniemi Donald Gibavic 19 Woodwind Way Habitat Post& Beam, Inc. West Bearstable, MA 02668 21 Elm Street 508-833-3601 South Deerfield, MA 01373 413.665.4006 . trade-off Compliance: 8.2%Better Than Code Maximum UA: 389 Your UA: 357 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling 1: Cathedral Ceiling 1,530 0.0 42.0 0.023 35 Wall 1: Wood Frame, 16" D.C. 2,534 15.0 5.0 0.053 114 Window 1:Wood Frame:Double Pane with Low-E 30 0.300 9 Window 2:Wood Frame:Double Pane with Low-E 66 0.300 20 Door 1: Solid 230 0.300 69 Door 2: Solid 66 0.300 20 Floor 1: Slab-On-Grade:Heated 132 10.0 0.684 90 Insulation depth: 6.0' 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 desi ned to meet the 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory r nts listed i Sc ck Inspection Checklist. Name-Title Signature Date Project Title: AITTANIEMI BARN_3 Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 1 of 1 REScheck.rck l s. CREScheck Software Version 4.6.1 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ,Construction drawings and - ❑Complies ; 103.2 !documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the (� ;building envelope. ❑Not Observable ; ❑Not Applicable 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable I Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate ; compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is, Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods g ❑Not Observable , Btu/hr Btu approved by the code official. ; /hr ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 2 of 8 REScheck.rck i ` Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Slab edge insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. 0 ;❑ Heated ;❑ Heated ;❑Not Observable ❑Not Applicable 303.2, ;Slab edge insulation installed per ❑Complies ; 402.2.9 manufacturer's instructions. ❑Does Not [FO2]1 ❑Not Observable ❑Not Applicable 402.1.1 {Slab edge insulation ft ; ft ;❑Complies ;See the Envelope Assemblies [FO3]1 depth/length. ;❑Does Not ;table for values. Q ' ;❑Not Observable i :❑Not Applicable 303.2.1 A protective covering is installed ❑Complies ; [FO1112 to protect exposed exterior ❑Does Not ,e) insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable ; 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 3 of 8 REScheck.rck i Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1 :❑Does Not ;table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 1 1 ❑Not Applicable ; [FR2]1 303.1.3 U-factors of fenestration products ❑Complies ; [FR4]1 !are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ' ;taken from the default table. ; ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not 0 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable ;limits. ; 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not V' and labeled to indicate :52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable ; 403.2.1 ;Supply ducts in attics are ; R- R- ;❑Complies [FR12]1 1 insulated to >_R-8.All other ducts R_ R_ ;❑Does Not O 1 in unconditioned spaces or ; 1 ;❑Not Observable 1 outside the building envelope are: !insulated to >_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers, and filter boxes are ❑Does Not ;sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ' ❑Not Observable ' ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies ; [FR17]2 above 105 °F or chilled fluids ;❑Does Not below 55°F are insulated to >_R- 3 ,❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- ; R- I❑Complies ; [FR18]2 >R-3. ;❑Does Not e 1 ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 4 of 8 REScheck.rck i Section Plans Verified Field Verified # Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 5 of 8 REScheck.rck Section # Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values []Does Not provided. ❑Not Observable ' ❑Not Applicable 402.1.1, Mall insulation R value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ;❑ Mass :❑Not Observable ' [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable ® requirement applies (FR10). 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 6 of 8 REScheck.rck I i Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood j❑ Wood ',❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 ! '❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI211 ;Blown insulation marked every ® 300 ft2. ❑Not Observable ; ! ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 !Attic access hatch and door ; R- R- ;❑Complies ; [FI311 I insulation >_R-value of the ;❑Does Not ;adjacent assembly. :❑Not Observable ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 lach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ® ; ;❑Not Observable ; ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI411 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ; tests, verification may need to ;❑Not Applicable !occur during Framing Inspection. ; 403.2.2.1 ;Air handler leakage designated ❑Complies ; [FI2411 !by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ; [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. ❑Does Not 10) ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system - ❑Complies ; [FI25]2 fans not part of tested and listed ❑Does Not 1HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 ;75%of lamps in permanent ❑Complies ; [F]6]1 !fixtures or 75%of permanent ❑Does Not Q ifixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable !lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 7 of 8 REScheck.rck V, Section c Plans Verified Field Verified # Final Inspection Provisions Value Value Complies?. Comments/Assumptions & Req.lD 404.1.1 Fuel gas lighting systems have ❑Complies ; [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not +J ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ' ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: AITTANIEMI RESIDENCE Report date: 08/06/15 Data filename: H:\Engin\_Projects\_Current\Aittaniemi 2015-3722\Energy Check\Aittaniemi Barn Page 8 of 8 REScheck.rck i Barnstable Old rings Highway Historic District Committee �• 7 200 Main Street, Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 !i 3 ,O�Y APPLICATION, CERTIFICATE OF APPROPRIATENES S Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973.for proposed work as described below and on plans,drawings,or photographs accompanying this application for. Check all categories that apply; i. Building construction: New ❑ Addition ❑ Alteration I Type of Building: RHouse §XGarage/batn ❑ Shed ❑ Commercial ❑ Other 3: Exterior Painting,roof 1C1 new roof ❑ color/material change,of trim,siding,window, door 4. Sien : _l New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence =J Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other fi. fool ❑ Swimm.ing ❑ Other man-made pool ❑ Solar panels ❑ Other or Print Legibly: Date le NOTE AW/appliradans must be signed b-the current au-nor Owner(print): 12 t e" Ar rrA-n1LoN I _.. ..._ Telephone#: 50$— 3(0?—(006q Address of Proposed Work: T 3 0 6-OA- tAr✓t (Aim Village W 8AMSTA61T Map Lot#_ 10 00((—00/ .Viailinp. Address(if different) _f7t oQY�W11A WAy W • � ly - ,_,^ Owner's Signature 1rl � 1'3_yct:ption of Proposed Work; C-iv particulars of work to be done:�,�5rQuCT �y,=��2�n,A Lle MEE _ .co e)S77Z1)c,'G.-..-3A xIL. a- sTma y A,,t:!it yr Contractor(print):GPq SPAAA)9-A $udde`& -L C_-_ __ Telephone,#• S0'%—o22e-7/7( :lcidre xs:. Q. &rc 7149 �ILA6__... Comtractor/Agent'signature: For cornniittee use only. This Certificate is hereby APPROWDa/DENIED j a Date 7 2 Members signatures �ECBMD _.. caw 'It1N 2 J 2015 APPRO ---- 6 JUL 2 2'2015 old King's HighwaY ComnuttQF Q:Vil an-A and commissimi.A0141 Kings H::hwgy XH AtryGrwtirliaWKII D&IFT201I Cert.tpprapriutenexs DRA�T.din. . L 0RTMCATE OF APPROPRIATENESS SPEC SHEET.Please submit 5 Copies Foundation Type: (Max. 12"exposed)(material-brick/cement,other)--poosal Siding Type: Claphourd ...... shinale— other X _ V6RM 4 V gVWVG Material: red cedar -,Y— white cedar other Color: Chimney Material:__ A) Color. Roof Material: (make&style) _GA F AgpW7 a CLT_- rLx . Color: w64�_A + (roof Pitch(s): (7/12 minimum) Az, (spec•tfj•on plans for nem.,buildings.inajor additions) Window and door trim mat&lal: wood _.._- other Material,specify _tkg6__t\/C_ Size of cornerboards !F/q—K`a size of casings(I X 4 min.) %CAS color LO4 I11r '— Rakes 1st murnber t K 10 member _ 1 x3 Depth of overhang Window: (make/model) _material Juan( CJAt color (provide is.-indow schedide on nlan for new httilditig.nutjoa rulditions) Window grills(please chvc:k call that,apply_: true divided lights •. _ rxtericr glued grills�C grills btws:a:n gloss_)L reinovahld interior vane Door style and maker U�r� q -('Il material SS _ Color: u.�G t Tt� 1121 x.q 443— Garage Door,Style�.yE�, Size of opening(o_x14 igw Material _ Color W ME Shuster Type/Style/Materiaii �A Color: Mutter Type/Material: v_T at i UOM Color: Wi k LL APP O " ED D • material: wood .Miler material,specify. Color. JUL 2 2 2015 Town of Barnstable 5{ ' ' , type/make/model/: material Color: Size:.- rnd Kinds Highway Committee S. Type/Materials: _ Color: _ � . . RECEIVED ae max 6' )Style material: Color.Retalnir� all: Material: ✓g tin~ freestanding. .. .� uuIr`3 iNt>u11k �i on buildt TII�r doS ggn OII1ER INFORMATION: THE A I"I'ACHED CHECK LIST MUST BE COMPLETED.AND Sill IMITTED dense provide samples of p 'rat Qofors,manufacturers brochure of windows,doors,garage door,fences,lanip posts etc Signed: (plan preparer) Print Name (;;:�4c49A s.iJo ck (j t.fhwrdx and C aonnassivmkOhl Kuigs h.*.ginwnV)KI/ApplfratioitAOKI1 UR.1 FT 3011 C•erl:lpprupdarenes.+DRAFT.dor I SOLO, f AAELS (OLG qo Gq Innovation Lifes Good for Better t .._ , i•X t Mono. ,"' N o�v APPROVED e 'JUL 2 2 2015 To'rm of Barnstable Old King'S.HighWAYaY introducing PAonoX't'NeON module series,which uses r highly efficient n-type materials,an elaborate process cc ��ii AP:RtrArtlana bLICI control adopting a semiconductor processing solution pVE 1�� ���� and a double-sided structure.Our R&D concentrates on Inr:nrit 1 *; ' developing a product that is not only efficient,but strives �L .r+ L•er:� to increase practical value for customers. or i N Type Material induced Li Near Zero LID(Ugli �t rad.7CifM) ' MonoX"WON uses n-type ceps,boasttrtg The n-type cells used in Manoh'O NeON ha,o higher mobitity of electric charge,resulting in almost no boron,which may cause the initial Itigltcr yeneration effncienty. efficiency to drop,leading to t ss UD. ••• Nano Level Control Double-Sided Ceti Structure NionaWl Ne]N:tses the Nano-kwel iuowss. ® The rear of the cell uwxl in Mo w)M WON is control predarrin,nt in semiconductor designed to contribute to gonoration,the light processing Emcess,which ensures 4w beam reflected from the rear of the module is electric loss from Internal defects reabsorbed to generate a great amount of additional power. %Fa PUPi About LG Eleryorscs I rlpr4(sYCctl0Rltdl9'J:rCndnl(Y(1JranYr(rftr:r;nit.3x1IOC1Q7dn$mCy,iTeapaelCytlattlSidar[".1C•'Qytniirnessa.ItsFiore.gro'a"�hmpit G'IttNda(l+'IC'KJy%ttltrtOre':ppChpr Ta^7Y:JSIJIYtChC41nIg85. bndA byuG Grtmi.ruh exxr%mt n nr wnu a rtha turd LCQ tht•rnuUy and clectrm c nwtcriats ituluriry.L\b sic: slully rr,CasM thv hru lduuuta S;-F to thL trwl•et m 2Qi 0 wNrh i mut d iu 3. anu+tri n m 2 n%%ti s to-,o17.LWppXe UPON cn•n 1rinwLn Awaitr wh 0 pruwd its Whiny innovation in the rnd6wry. MonoX ' "NeON IMMIN Mechanical Properties Mectricat Properties(STC�) Cella 6 x t e 305 W_ CCU vendor LG — 144P voltage(Vnrp)m 37_)- Ccu type Merxxryltathne R9PP ttGTent(tmpp) 9.52 CeQ dimoasiw,a 156 x 156 rnr,.16 x 6 in _ OPen circuit wttage(Hot) 40.0 a of bustrar 3 Short esrtdt currerrt 1st 10.1 01menMons(L x W x M 1640>;1000 x 35 mm 64 57 x 39.37 x 1.38:in-• Operating temAe)•ahue(10 40-.90 SLtt1r,srwv lord s400 Pii/t 13 le tNaxbtant)system wttage M __-1000(lEC)600(UL) _-._. . Statit t tind toad 2400 Pa/SO psf Ma)dmum stress fuse rty� w `_ 20 Weight- _ 16.8 m 0.5<g/36.96=1.1 4. PM"r tolerance M 0-.3 Conneetortype Y_ ---- MC4wnne;xrlP67 -- •.TtMWamewucmer-)era�netmoamr.�oanf. maxe:srnu) lunttionbox M1 Aa.mMnnrywt P67 With 3bypacdodrs --- tt .r�- ewRn—Wed..,L afrr-r e..,::1hjMIkehMm,u.�:+xR.!<.Km _ __ —...� len�c th of cables 2 x?OCO r-r,2 x 39.3'7 in _._ .. - --—._ Mec rival Properties NOCT° Glass _-•-- "�h-tr�rsrr�lontcm,er��cld^. __ Frame ---- Anodted akmt'num^ 305 W MTamtMponer(Pmpp) Certifications and Warranty — _.._._ _.. MPP voltage(HmPD) 29A Certifications IEC61215,IEC6173Gi/•2•U11703. rdPPcrmcrtt(ItnpP) i59 _._ _ Q ndrcutw o __ ISO 9001,1FC 6170 i,IEC.__62716 ��i CJlodule fire performance(UL7703) -+ lyye - Short dreuh c-nt(Ise) _w�- —_ 8.14 Efficiency reduction (Inrmt000W/ef'to200YJ/m� t 2% r Output warranty of Paw Un crarran ' (measuryamat Toketante 23%) � •tsx((K0mLLi01,&4M-1cQ1-aV"c xt)L-,:iQ..)Y!.jwpir c��:nur rMye-.:et.Y.'s'.�n.nJ:yw.nA t mis ;.:,..Cash;fmrn)oC onsrt:!Sy—:9 Temperature Coefficients Dimensions(mm/in) - araopww norrw ss - u:.rw.iws •trr+n txq�rm �DV. 041 tIWC vac _- --- 0.29 WT Characteristic Curves n•a t�t.W+l�. IM rv.y . ,w tww toed _ IYu6x r.M! lwM7 rune tn..t•a t-n+ v.iy.a!ru.r +n .3 n :5�_�_ r. w a.•�wo.rq 'I;trt:laR11M^9!41111e fRrtK 6l:ttctpptsasjlytnuntnjhei.: () G rketh-Afore sk:,tmrw.ssltum + %GUrtsG=ritiamgs dtW Awko US .-. LL lt;f:tr_•uoma USA»�c 'LG Urds Goal'is a reg<streted tridtmark a)lv Corp t.:rn.cu-:od 10+M 5•ilut An_Gv4LN•rooJ C)a(k.iNJ0763: A7 odtt • trai r he w oDwty osArir:n{xMtVQ wc-s. Oa•N•6Dc-u'aF-EN-31002 A tis;ta^t1 klsaa:@t4e.:um r fu®2014 LG E4rttrttkc Ali msermi vnvtvlmuta'iriac7m i CAPYr'9 �s ti 06l1'//.014 JUL 2 2 2015 Town of Barnstable Old King's Highway %ornmittee 2c-+, TOP or aw woof e q P "pRO V E t JUL 2 2 Z015 00 I {I l Toa:n of BarnstabI8 z a: Old Kings Fi'•9h1vaY gv t l � Rim b (;,,lrnrititt�e o,z ,f-n• Tor or PLATr wAv H2701T I I .I ' ~U r ,r-3 e ioo 4 Ma To ------ 3 ---- 't a s ID•-n• r ar PUa erAM Huai ----___ -;, ,, ----- -------- f $its !2 T 1 I 2fan FRONT ELEVATION IMP- i ®�®® v-0 SAE LEVTL ii0U1 IWOR colaoto By o7ees FASSi If5CgXQT�� 25•-4, Tor OF "m-T , n •H Inn R reeH,MRIP�sr..m�AeueAAr«m 9 t l i .I d� all rt• It�H.MR:tD t%'.aB�ALrAOAAveIR! � R T .YUIff I ■ C Il g tl• mtT. HH9f0•]CNPOAY T • tO 1 r": I �, k •1 I 1 1 s,3 SOFFIT n mFR AN EM/4a6 18CM 00 ODOR CORN"eoAnoc AND GARAGE ' l ' I •- o- ODOR TRW a-n 70P or PUT[BEAM K1GTT ----------------- ------ r OMA TRIO-oLY1@IO SOIID BODY STASH.NHNr o NOTES-OAr T&SCIVA i ULTRA FIBERGLASS SHINQES-A£ATHO"aLw %t CNAPW SCALE „'-3]4' TOP OF LOR FLOOR HEC.T _ I-_-----__-`-- -----' ---------- ------- «14 '0` -i 3 1 -n• TOP Or PtA E[AM HEIGHT ^- _ j REAR ELEVATION ®®®® S V-o• HpW ®®®w,oma er oTH0 5 p tY-.1 my or rw►mmi F,. t+ $t:T is 1.. ¢fi �4.. .i:�•�.,t.t . r +.•- a .r.r . T i_'s 1i.3.` 00 n .'1 r' li 4• Y+t.F�. t f•t 1 is &, Za C , � I ti= c-s TOP or ftAIMee.uMDW___-- O ff , Il'-t�/P 70C Cr lte•7 ROCR I�QIIT i IO'-ice T GMIl eFlVT l,Pta[T -- ----------------------- --.___— ,----------�-- --•--. ---- ------ C b 1�ISSs �1 LEFT ELEVATION ilist Ir-Cr 508 Mt naat tatatr g GR"NOOff ! !! x c tTr 1'i.{+s.,s• 'F' ',' y z�'t" L .s.S •i. ft4r rr.r:. - F �'� n i�,i j ,' ,, APPROVED a _ 1+ • s r �i '1. ,"t,.•. + T7 ( V �/,�r , r T JUL 2 2 2015 N n t' r Town of Bat nStable ©id King's Higharay � Ire Tav vutc taw ttnwr_ { h t t f CommitteeMOM"In g __ i 4 Ia u ca t a RIGHT ELEVATION t; _ o , a•-Ir sue tetti naat IoaT g\_ n � s-t I Pa OSSERVATMM HOLE I r, _9& V J 09WVAMMME 2 --an SEPTIC TAW SOL Aes"m J WWAGS 1XVIML CES01 CALCULATUM 14, 01, too, 3 3- - N Z Pa. ----------- - --—------- OV E APPR D JUL 2 2 2015 Town of earnstable Old King's HighwAy committep APPROVED: BOARD OF HEALTH VM BARNJTABLIL MA PROPOSED SEPl1C DESIGN Ma TAUS f 0 "OOD"'��WAY i , 5; �WT TX��AWX LEGM01 ,44 o pt* 7542-00 LOCAIT% SHFF-,--T--c7_---j Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable Location of 30 proposed solar panels. IF i My Generation Energy Andrew Wade — Aittanierni Residence • • Woodwind • . 1 West Barnstable Mom soon I i i ®�►�f.�ii�'J'�`��: ;gyp® ;,fin _., � . � l JeT 1j ` . r Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable 4 ►, 21 4 „ 2 ' 4 ., Ll 3 Rows of 10 panels My Generation Energy Andrew Wade — Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable Solar panel =44.1 lbs per module 30 Modules= 1575 lbs Inverter =4.4 lbs per module Projected Area of Array =510 sf Associated hardware=41bs per module Added dead load=3.08 psf Total = 52.5 lbs per module Ground snow load=30 psf 780 CMR TABLE 5802.5.1(5)-continued RAFTER SPANS FOR COMMON LUMBER SPECIES Ground snow load=30 psf,ceiling attached to rafters,IJb=?AO} DEAD LOAD= 10 psf DEAD LOAD=20 psi RAFTER 2x4 1 2x6 2x8 23; 10 2x12 2X4 1 2x6 } 298 2x10 2x12 SPACING SPECIES AND GRADE Maxtmum rafter spans' (Inches) (feet_ (feet- (feet- (feet- (feet- (;feet- (feet- (feet- (feet- (feet Inches) Inches) inches) Inches) Inches) Inches) Inches) Inches) inches) Inches) Douglas fir-larch SS 7-3 11A 15-0 19-1 22-6 7-3 11-3 14-2 17A 20-1 Douglas fir-larch 01 7-0 10-5 13-2 16-1 18-8 6A 9-4 1 1-9 14-5 16-8 Douglas fir-larch 62 6-8 9-9 12A 15-1 17-6 5-11 8-8 11-0 13-6 15-7 Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Hem-fir SS 6-10 10-9 14-2 18-0 21-11 6-10 10-9 13-11 17-0 19-9 Hem-fir #1 6-8 10-2 12-10 15-8 18-2 6-2 9-1 11-6 14-0 16-3 Hem-fir #2 6-4 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5 Hem-fir #3 5-0 7A 9A 11-5 13-2 4-6 6-7 84 10-2 11-10 24 Southern pine SS 7-1 11-2 144 18-9 22-10 7-1 11-2 14-8 18-9 22-10 Southern pine #1 7-0 10-11 14-5 17-6 20-11 7-0 10-6. 1372 15-8 18-8 Southern pine 92 6-10 10-2 13-2 15-9 18-5 6A 9-2 11-9 14-1 16-6 Southern pine #3 5-4 7-I1 10-1 11-11 14.2 4-9 7-1 9-0 10-8 12-8 Spruce-pine-fir SS 6-8 10-6 13-10 17-8 20-11 6-8 10-5 13-2 16-1 18-8 Spruce-pine-fir �.2 6-6 - 12-4 15-1 17-6 5-11 8-8 11-10 13-6 15-7 Spruce-pine-fir 6-6 9-9 12�4 15-1 17-6 5-11 8-8 11-10 13-6 15-7 Spruce_pine-fir 5-0 9 4 11-5 13-2 4-6 6-7 8-4 10-2 11-I0 Maximum allowable span-9'9" .: .Actual maximum span — 6'6" S,v My Generation Energy Andrew Wade — Roof Attachments SWAR4RACK C E"OSITION L FOOT S�WNIRAGK CHWE EL NUT X I' S.S. BOLT AND K SPLIT MASHER STANDARD RAIL S S FLANGE NUT SNAPWACK CO ODSMON ROOF FLASHING O S.S. LAG SCREV WITH FLAT YAM-ER, <SEE ENGINEERLaG DOCUMENTS FOR BOLT ENfjMENT RE'OUDZ14MTS — ,e 1' MIN. E14RMNE T IS TYPICAL) SNAP*4RAOC L FOOT .BASE SEAL PENETRATION AO UMER RASE rITH APPROPRIATE ROOF SEALANT ROOF DECKING TYP. RAFTER TYP. lj - f 11, �1 i ' i The Commonwealth of Massacliusetts Department of Industrial Accidents Office of Investigations 600 Washington Street If. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information r Please Print Leaibly Nairn:(Business/Or'gatiization/Individual): U Address; L°•AMA V&,YN N V t 72 mu :tLnfsHA 02660 City/State/Zip: o��� ��n.i S, M C)24(,.o Phone.#: z-�_D L 6 q 4' 6 9 g /�t�' Are you an employer?Check the appropriate box: Type of project(required): 1.❑ 1 am a employer with 4. 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2:❑ I am a sole proprietor or partner- listed on.the attached sheet. 7. Q Remodeling .ship and have no employees These sub-contractors have g• Demolition workin for me in an capacity. employees and have workers' g Y 9. ❑Building addition [No workers' comp.insurance comp.insurance.1 required.] 5. [] We are a corporation and its 10.E ]Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 1 L[I Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and.we have no employees.(No workers' 131f Other f�f Q comp.insurance required.] JJ�� *Any applicant that checks box#d must also fill out the section below showing their workers'compensation policy informaiion. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that checkthis boat must attached an additional sheet showing the name of the sub-contractors and.state whether or not those entities have employees. if the sub-contractors have employees;they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.M Expiration Date: -0 q Job Site Address: umd W,1 J City/State/4p: �� �M�b 026 Attach a copy of the workers'compensation policy declaration page(showing the policy number .and.expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of lnvestijxations of the DIA for- coverage.verification. r.do hereby certify under the ins a calties of perjury that the information provided above is true and correct+ Date: W _ Phone# ��� µ t7 4 Official use only. Do not write in this area,to be completed by city or town ofeial, City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: i A O® DATE(MWDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 3/24/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTAC PRODUCER BRYDEN& SULLIVAN OF DENNIS INC NAME: Fax PO BOX 1497 PHDNEo (A/C,No): SOUTH DENNIS, MA 02660 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 9 INSURERA. LM Insurance Corporation 33600 INSURED INSURER B BALTIC COMPANY INC INsuRERR! 87 CAMP OPECHEE ROAD CENTERVILLE MA 02632 INSURER0: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 23920429 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.-NOTIOATHSTANDING ANY REQUIREMENT, TERM OR CONDITIO":OF ANY CONTRACT.OR.OTHER DOCUMENT WITH RESPECT TO WHICH THIS _ CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBRI POLICY'Fr F POLICY EXP LIMITS LTR TYPE OF INSURANCE tNIn wvn POLICY NUMBER MMIDOIYYYY MMIDDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE SDA AGE TOR a occurre CLAIMS-MADE OCCUR PREMISES Ence S MED EXP(Any one person) S PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY 0 PECRO-T LOC PRODUCTS-COMPIOPAGG S J S OTHER: AUTOMOBILE LIABILITY Ea accident) SINGLE LIMIT S e BODILY INJURY(Per person) S ANY AUTO ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS PROPERTY DAMAGE NON-OWNED Per accident S HIREDAUTOS AUTOS S UMBRELLA LIAB HOCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION S _ S A WORKERS COMPENSATION WC5-31S-384924-025 3125/2015 3125/2016 STATUTE ERN AND EMPLOYERS'LIABILITY Y I N E.L.EACH ACCIDENT S SOOOOO ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE S 500000 It yes,describe under E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MY GENERATION ENERGY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3 DIAMONDS PATH UNIT#2 ACCORDANCE WITH THE POLICY PROVISIONS. SOUTH DENNIS MA 02660 AUTHORIZED REPRESENTATIVE LM Insurance Corporation O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CERT NO.: 23920429 CLIENT CODE: 1595769 Anne Chandler 3/24/2015 12:11:44 PM (EDT) Page 1 of 1 - ;a s Ion-sub Co ��`e Orli5t n3meownerorfvri€xamr. &QAfC&6Y1Q 3ra 'i ~atii�n. s0 WQS� Please prii yxlztflc Pfizare.rr nt n�tr?e�t s%ness . Will be working listed Bove. ` f'arn an ernptoyerzx ispCtsvidiPt w ricers'4tpens tron rta�ura f f it��r'$rnp�ot ees lnsurance-Company- jL � _.1 f€f fmve tint- i►vide+ requesberd;bbvve 9 am.a sole prop r.' oror per rters'ltfp ar�ii€rave z�a errtpfOyeesviortrig r"®.e M.-6 are 'i do-berby ceisr€y utidr` - aErs a feria 'es orru tl3t s i;ifnrC{�ai�ari provi issue arst Correll Sig* r Please prM., lea pr ntria,rre of busir>e3s _ ine - ; s[t-i e urarking For tie con rorhar goer ct6r at thi locatiorisartn a ove Insurance Company oD#tC•� � r..-;. - Ei F have n'ot.pr-bv!'€ad the l msnr ce Wbrmstfom 1,eg4"d abo=fej am'.2 sole'props ietor or , partftar$flipr aM have."er.'r Oaueleswor�ng-for mein any cetjpadtVt f,do.'tie rby-centf,iscunder,tFie•pairis-,and oerialttes'or'cieriurythatthe inf ed'istfue Gird � ,orre�+„'Signature:,•... Date, ...�.::..__..._. . fliease pri pmie . Pfese-pint rf mQofbustne_.- j a Tor 1.OriaCU ) ©CctQi 8Cct =diii 7c Uoftl1gi3r the f aFii2itT Ei'11plCy t 73t�5¢PJ1 tt}itI L3C C rS' Dl1l 1Qn$3t�Of11nSt1fr7Me for Ct YOn p�o�t°2g I suranc a Company ,: Poky#' it=i h verrot proir�cied ttie Frtstirancee fngarmatiorr ffec xe eci"a ye t arrr a soil propr4e r_arJ yat ;s•-;3Yt;' If.have:.r •>� .. ; er:,p owes war rn:e: anV cypae[ty. - do;,..,r� f£: Iss Li7{�Lf 2i� 'ai:l::a �:+ri:...► ...•.�s.�..� t��F -,.. .v. P. �: i L_ i DATE 0=0001 YYY) AC b® CERTIFICATE OF LIABILITY( INSURANCE 90108i2015 THIS CERTIFICATE IS ISSUED AS A MATTM OF CNFORMATtON ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER-THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTTM OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF MSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poficy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the term and Conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NANACr Christine Davies DOWLING&O'NEIL INSURANCE AGENCY MNE : (548)77&16X Fax Na: �ESS: CdaVieS@dOirW1CDM 973lYAMMUGH RD. NO a AFFCMIN000VE RAG F NANCIS HYANNIS MA 02501 wSUPMN A: LIBERTY MUTUAL FIRE INS CO 23035 irbulmD MUIZER B MY GENERATION ENERGY INC weu»eC: Sreurdm 0: 3 DIAMONDS PATH UNLIT 2 INSURER E: SOUTH DENNIS MA 02580 INSUMER F: COVERAGES CERTIFICATE NUMBER: 481317 REVISION NUMBER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAN06NG ANY REQUfRED/ENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MRTIF►CATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERW% EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CL AIRIS. LLTR M EFF POLICYEXP TYPE F INSURANCE FOLICYNUMBER ISIDO TR O UNFre 00MMERCNALOENERALLIABR.1TY EACH OCCURRENCE S CLADSB-MADE OCCUR PREMISES 4Eaamum5nne) 5 SLED E)IP(Awj me pmm) 5 WA FERBOIVAL aADV INJURY 5 GEL1TLAGGREGATE LOUT APPLEEB PEFt GENERAL AGGRE13ATE 5 FOLICY 0 JEOT El LOG FRODUCTS-CAMPI0PAG0 $ OT RE3t 5 AUTOMOL)LELUUMITY COMBINED SINGLE LMW 5 ANYAUTO BODILY INJURY(Per pman) S ALL OWNED SCHEOULED AUTO$ ANT08 JU 1�A BODILY INRY(PeraaldsAy $ NONJMWED FROPERTYWV AGE 5 F9FM AUTD8 A&FTOB 5 UMBIRELLALIAB, OCCUR EACH OCCURRENCE 5 EXCESS LLAa HCLABAS-MADE WA AGGRZMATE 5 OEn I I RETENTION* WORKERS COMPENSATION X M Ono AND Ehh130YERe•LIAHhJTY 8TATLIIE ER AND E0PRtETTORIPLABIL DE7�OtdrNE Y/n E.LEACHACCCENT 5 5D0,0D(1 A FxmzP& kn_--RE ICwDEo? tNA NaA Nra WC231SM5824015 =21MIS 00121i2016 mmmmlow an ran I El-OWEA2E-EA EWSLOYEE 5 565.000 byes,desafe under DEBCRIPTRON OF OPLRATMX48 bakm EJ_DIMEARE-FOLICY UMn r S 50D,0M WA DESCRI7nON OF OFERATIONSI LOCATIONS IVEHICIESI(ACORO 1e1.Ate' ana)Ronan"Saho&ft ozSf be adlaoRed eamre GPM Is mrLWred) Workers Compensation beneSts will be paid to Massachusetts empbyees only.Pursuant to Endorsement WC 20 03 08 B,no authorization is given to pap calms for benefits to erMloyees in states other than Massachusetts if the insured hires,or has hired those erMloyees outside of Massachusetts. This certificate of insurance shores the policy in force on the date that this oerffwate was issued(udess the expiration date on the above poky precedes the iwue date of this certificaJe of insLSrance). The step of this coverage Con be monitored daily by accessing the Proof of Coverage-Coverage Veri cafion Search tool at viww.mass.govAvmdhvalkers-ompensaSorJrTvesfig6 v- CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE AWVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Building department AUTHOROMD REFRES:ENTATINE Daniel K Cray",CPCIU.Vice President—Residual Market—WCRIBILIA ®191E-2014 ACORD CORPORATION. All rights reserved- ACORD 25(2014101I The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 163006 Type: Private Corporation Expiration: 5/4/2017 Tr# 265414 MY GENERATION ENERGY, INC ANDREW WADE 3 DIMONDS PATH UNIT 2 SOUTH DENNIS, MA 02660 Update Address and return card.Mark reason for change. sCA 1 0 2OM-05111 Address Renewal Employment ❑ Lost Card -- •- �e tpa�cemza�zcuecull/o�C�/�/�iiss�ic/ecaeCh _--_- —...a _._ _. '_ ..--- -.� ----- _ ffice of Consumer Affairs&Business Regulation License or registration valid for individul use only e ME IMPROVEMENT CONTRACTOR (t5w t_ before the expiration date. If found return to: I gistration: 163006 Type: Office of Consumer Affairs and Business Regulation `Expiration: ;5/4/201T Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 MY GENERATION ENERGY INC. ANDREW WADE 3 DIAMONDS PATH UNIT 2 SOUTH DENNIS,MA 02660 Undersecretary Not valid without signature i i i CONTRACT My Generation Energy,Inc. HIC# 163006 FID# 26-4343622 3 Diamonds Path Unit 2 South Dennis, MA 02660 S08-237-8228 CONTRACTOR: My Generation Energy, Inc. OWNER: AITTANIEMI RESIDENCE LEGAL ADDRESS: rj� rl /� PROJECT ADDRESS: West Barnstable,MA DATE: 12,0111 PROJECT:Design,provision, and installation of a renewable energy system.The system is a roof- mounted, grid-interconnected electrical solar photovoltaic array with 9.150 kW (DC STC)rated capacity. Major equipment and components will include: Modules: LG 305w(30 each) Inverters: Enphase M250-60-2LL(30 each) Mounting Hardware: SnapNrac SCOPE OF WORK: My Generation Energy proposes to furnish a turnkey system including design services, project management,recommendations, installation, labor and materials in accordance with the plans, specifications and requirements as approved by the owner as in the June 23,2015 proposal. This service includes responsibility for: obtaining necessary building permits;application for electrical service interconnection; scheduling and participating in inspections. Owner is responsible for providing information as necessary and in a timely fashion to support the following: Submittal of utility interconnection applications,permit applications, SREC application/aggregation, and allow access as necessary for the installation at agreed scheduled times. TIME SCHEDULE: Order to commence on October 20,2015. Installation to commence on October 30, 2015 or to be determined by October 25, 2015 (subject to weather,permitting, delivery and availability of components).Project completion is estimated to be November 10,2015 (subject to inspection,utility, and forms processing schedules).No work shall begin prior to the signing of this contract and transmittal to the owner of a copy of this signed contract. I i Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable 15' 4 " i 2 " e 4 " 2 „ 4 " 3 Rows of 10 panels My Generation Energy Andrew Wade — Aittaniemi Residence Site Photos 50 Woodwind Road, West Barnstable Solar panel =44.1 lbs per module 30 Modules= 15751bs Inverter=4.4 lbs per module Projected Area of Array =510 sf Associated hardware=4 lbs per module Added dead load=3.08 psf Total= 52.5 lbs per module Ground snow load=30 psf 780 CMR TABLE 5802.5.1(5)-continued RAFTER SPANS FOR COMION LUMBER SPECIES Ground snow load=30 psf,ceiling attached to rafters,L!®=249 DEAD LOAD= 10 psf DEAD LOAD=20 psf RAFTER 2x4 ( 2x6 2x8 12xIO12XI21 2x4 1 2x6 1 2x8 2x10 2x121 SPACING SPECIES AND GRADE I Maztmum rafter s ans" (Inches) (feet- (feet- (feet- (feet- (feet- ('feet- (feet- I (feet- (feet- (feet- tnches Inches) inches) inches)f Inches) Inches) Inches Inches) inches) Inches) Douglas fir-larch SS 7-3 11A 15-0 19-1 22-6 7-3 11-3 14-2 174 20-1 Douglas fir-larch #1 7-0 10-5 13-2 16-1 18-8 6-4 94 11-9 14-5 16-8 Douglas fir-larch 92 6-8 9-9 124 15-1 17-6 5-I 1 84 11-0 13-6 15-7 Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Hem-fir ASS 6-10 10-9 14-2 18-0 21-11 6-10 10-9 13-11 17-0 19-9 Hem-fir 01 6-8 10-2 12-I0 15-8 18-2 6-2 9-1 11-6 14-0 16-3 Hem-fir 92 6-4 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5 Hem-fir #3 5-0 74 9-4 11-5 13-2 4-6 6-7 84 10-2 11-10 24 Southern pine SS 7-1 11-2 14-8 18-9 22-10 7-1 11-2 14-8 18-9 22-10 Southern pine 01 7-0 10-11 14-5 17-6 20-11 7-0 10-6 13-2 15-8 18-8 Southern pine 62 6-10 10-2 13-2 15-9 18-5 64 9-2 1 l-9 14-1 16-6 Southern pine 93 5-4 7-I1 10-1 11-11 14.2 4-9 7-1 9-0 10-8 12-8 Spruce-pine-fir SS 6-8 10-6 13-10 17-8 20-11 6-8 10-5 13-2 16-1 18-8 Spruce-pine-fir 1 6-6 - 12-4 15-1 17-6 5-11 8-8 11-10 13-6 15-7 Spruce-pine-fir #21 6-6 9-9 12-4 15-1 17-6 5-11 8-8 11-10 13-6 15-7 S ru e- ine-fr 5-0 9A 11-5 13-2 4-6 6-7 8-4 10-2 11-10 Maximum allowable span-9'9" Actual maximum span — 6'6" My Generation Energy Andrew Wade — i Roof Attachments SHA `P14 ACK C"OSITION L FOOT SKP,WRACK CHAXXEL NUT A X f' S.S. RDLI ANo ,ACK SPLIT WASHER STANDARD RAIL �•-� SS. FLANGE NUT SNAPW-.CK COMPOSITION ROOF FLASHING"~ S.S. LAG SCREN WITH FLAT VA ER. tSEE EMNEER.LNG I)MMENTS FUR DOLT EMBEl1MENT :REOUMMEN-rS — P.S' bUN. EMEUNEW IS TYPICAL) SNAPMRACK L FOOT BASE SEAL PENETRATION AND UNDER BASE V1TH APPROPRIATE ROOF SEALANT ROOF OECKM TYP. RAFTER TYP. v EDWARD W. KIRK ATTORNEY AT LAW 901 MAIN STREET OSTERVILLE,MASSACHUSETTS 026SS 1 P.O.BOX 393 (508)428-4800 OSTERVILLE,MA 026SS s- Barnstable Old Kings Highway Historic District Committee IQASS 200 Main Street, Hyannis, MA 02601, TEL: _508-862-4787 Fax 508-862-4784 � A � t63�a`0o Fo � APPIIICATION� CERTIFICATE OF APPROPRIATENESS Application is hereby made, with four(4)complete sets,for the issuance of,a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: New ❑ Addition ❑ Alteration 2. Tvpe of Building: �,rHouse UGarage/bam ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting_roof ❑ new roof ❑ color/material change, of trim, siding, window, door 4. Sian : ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence i ) Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. fool ❑ Swimraing ❑ Other man-made pool ❑ Solar panels ❑ Other !'yoe or Print Legibly: Date G NOTE All applications must be signed by the current owner Owner(print): R t t?Y�ARr!1 i 'r A.nl1&�N t Telephone#: 5 0�- 3(o-7-6 66 q Address of Proposed Work:_ L_O T- 3- _L1)6G4 Wt.sXj Uj q Village W . 84PASTV�tg Map Lot# Ito ©o`(- oat Mailing.Address(if different)M— - W o(At;o(&j4. Wt%Q w U Owner's Signature Description of Proposed `fork: Giv6 particulars of work to/be done: C. �Zc-7- y.z --C.0ASTAUC,'G_-31 x3G I SlbAiy �O�2rJl�,����._—A1( ,nFV- �4rr��ii=cl' (AtiS _ Agc.nt or Contractor(print): Gf4.-q SPIU,hlpr/1 8 ut(�a�a LC C ___ Telephone#: .50AS-c;Ro -7M( :address: _ .,e _ ! _._.-a f, n Contractor/Agent' signature: - - For committee use only. This Certificate is hereby APPROVED/DENIED RE G 'P Date .� Members signatures OW l z APPROVED JUL 2 2 2015 Town of Barns a Old King's Highway committee &%Boardc and C7nnnniscio1zA01d Icings Hi?hwa-%NGKH Applir•uunn.AOKII DRAFT 2U11 Cert Appropriareness DRArT.dor �. Homes - CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. 12"exposed) (material-brick/cement, other) you Q� U QJ E Siding Type: Clapboard ..k shingle other Material: red cedar L white cedar _ _ other qrt EK�Iacvg, Color: O 1L C.C4_ C hl awrial: II tt Color: /I Hoof Material: (make& style) GPF- ks4x[y A�clntmatvu Color: wt�'r ,_V_1� WrwA hoof Pitch(s): (7/12 minimum) 12 Z (spet•ify on plans for,tevt.btcildittgs, ,tiajo)-acldiric»is) Window and door trim material: wood ......_.__ other inatetial, specify f!��AA✓��VC- Size of corn erboards l?.0 __ si7c of casings (1 X 4 min.) 11-4 color wN t-rE Rakes 1st member _l xg :"d member 1 x2, Depth of overhang !D If _ _Window: (make/model) AmAts� material V itj y�CIAJ color W 41 TZ� (Provide i indow sched►de ur) ' It fi%r c►i'hr.ti(dings• nutjur culdtuons j Window grills(please check ial Hull apply_. true divided lights .-. exterior glued grills,L grills between glass removable interior_ None, —7czdWeI J C1 ( trZ Boor style and make: Am 5,;ol Sh rl& material 4 .�.rei� Color: Lu.�c-rE (oar ,oor,Style Size of opening Material Color Sht + vY`fype/Style/Material: _ Color: Gutter Type/Material: A(Q�LLAA Color: WU11 Deck material: wood ether material, specify Tlinc Color: V rjmk 604 Skylight, type/make/model/: N& " material ._Color: Size:_y54E- ^OR S T Color: neEffED l''e�ype(max 6' ) Style_ material: Color: , Retain' wall: Material: GROWTH MANAGEMENT Ligliting. freestanding_ Pc'r_�('� on building Air4zrzR illuminating sign O•fl'I1;6:R INFORMATION:_ _ OV ED � '1 HE AYFACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED II' qq. Please, provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fenl�l a 0p potsts etc Town of Barnstable Old King's Higay Signed: (plan preparer) __ Print Name G"q S'Dou committee (1.Vloards and CommissionsWid Kings li`,glnvayV.)KI1.dppliratiau10K11 DRAFT 2011 CertAppropriatrness DWT.dpr i CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. 12"exposed) (material-brick/cement, other) pooR454 N1. Siding Type: Clapboard -..... shingle—_ other �e�� V rjobve Material: red cedar _ white cedar other Color; _ Chimney Material: /0A Color: Roof Material: (make&style) GAF As 6pJT- Lr 7n Color: W4 Roof Pitch(s): (7/12 minimum) ( (Z (specify on plans for new buildings, major additions) Window and door trim mat&ial: wood other material, specify KoauA r P\C.- Size of'cornerboards 1�$- size of casings (1 Y a min.) K 5 color LoJ tTt' Rakes 1st member l x l O 2':d member ()C3 Depth of overhang _10 _ Window: (make/model) "V��_ material JI ry color (Provide window sc hec ide on plan for new buildings, major.cuiditions) Window grills(please check all that apply_: true divided lights ..... exterior glued grills grills between glass removable interior_ None Doer style and make: J_ElA ( iTE material SS Color: "j, I o x.q �orJr Garage Door, Style - '-_r Size of openins, �Qta Material STD _ Color W Shutter Tvpe/Style/Material: � Color: REWED Gutter Type/Material: 10 to i/JyOA Color: Wf rA? D ;aerial: wood other material, specify _ Color: to Town°tn VA,,ghwaY SEty ' type/make/model/: material __ Color: Size:_old K(%S9 nee Sign . . Type/Materials: Color:RECEIVED F!a e(max 6' ) Style_ material: Color: "A 252015 Retainir_ all: Material: Lighting, freestanding�T�i _ on building AZ- e(mo C illuminating sign OTHER 1TWORMATION: THE A'g"f'ACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of pant colors,manufacturers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer) Print Name A2tdJ9 2 Q.VIourds and ContnussionA01d Kings Hi,glrtvayl(.)K11.91)plirationslOKII/.)RAF7'3011 C,'errApprupriateness DRAFTdor Town of Barnstable Geographic Information System 111030 June 30,2015 it #224 134001002 _ -1* Q #210 111072 w Q #295 O�Z ® 1 #0000 1 111® 0 111016 #313 ® #247 111018. � 111017 #279 111019 134002 #19 #235 #180 111015 #215 so111064 111063 #257 #259 111065 #255 110004001 111062 #0 110001001 #271 #249 110002 #185 110001002 110026 #2411 #201 Alf 110001024 G 1100019 . #260 : r #23 ® , 133057 203 111069 110001025 #0 110004012 #23;A #0 110004009 110027 027 #191 133068 110001004 110004010 #205 #229 #30 110028 1100 eet 110001005.... #176 133059 #215 #207 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:110 Parcel:004001 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:AITTANIEMI,RICHARD J Total Assessed Value:$93600 Selected Parcel 1'=100'may not meet established map accuracy standards. The parcel lines on this map w are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%AITTANIEMI,RICHARD J TR Acreage:1.96 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:0 WOODWIND WAY f such as building locations. Buffer f - - s©LA, ?A4\�CLS qo rr (0q fr o o �►] Life's Good I 1 w APPROVED MOnOX NeON JUL 2 2 2015 Town of Barnstable Old King's Highway Committee Introducing MonoX°NeON module series,which uses highly efficient n-type materials,an elaborate process ^ /'fl_ AWROVEG VROIXICT 60 Cell control adopting a semiconductor processing solution and a double-sided structure.Our R&D concentrates on C lntertek developing a product that is not only efficient,but strives ra,svesrl r.tr+5rta to increase practical value for customers. N-Type Material �-Q Near Zero LID(Light induced Degradation) MonoX0 NeON uses n-type cells,boasting The n-type cells used in MonoXO NeON have ®� higher mobility of electric charge,resulting in ®' almost no boron,which may cause the initial higher generation efficiency. efficiency to drop,leading to less LID. 0000eo Nano Level Control � � Double-Sided Cell Structure 000000 &IM00 0 a 00 MonoX0 NeON uses the Nano-level process • o The rear of the cell used in MonoX6 NeON is ® control predominant in semiconductor designed to contribute to generation;the light processing process,which ensures less beam reflected from the rear of the module is electric loss from internal defects. reabsorbed to generate a great amount of additional power 16.8kg 0 9 i qM'Y.v,gbt C't°martf;nsra!Y:on Et tnr .0 .n115,,.9iu9 1.ranr Y'anaaly Ft ar' FSnn. Tdaanr. About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacity with sular energy business as its future growth mgme.Our sular energy sourer research program was launched in 1985, backed by LG Groups rich experience ur senu-conductors,LCO,chemistry and electronic materials industry.We successfully released the first MonuXO series to the market in 2010 which exrmrted to 32 countries in 2 years.In'2013.MonciXo WON won'Intersolar Award:which proved Its leading innovation in the industry. Mono..X NeON Mechanical Properties Electrical Properties(STC Cells 6x10 305 W Cell vendor LG PP voltage(Vmpp) Cell type Monacrystalfine MPP current Qmpp) 9.52 ..Ee— — dimensions 156 x 156 mm/6 x 6 in Open circuit voltage(Voc) 40.0 c of busbar 3 Short circuit current(1sc) 10.1 Dimensions(L x W x H) 1 GQx1000x35mm Module efficiency 18.6 64.57 x 39.37 x 1.38 in Operating temperature -40- 90 5400Ta/1-1 system voltage(V) 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating 20 Weight 16.8±0.5 kg/36.96±1.1 lb Power tolerance N 0-+3 Connector type MC4 connector IP 67 -STC(Star 4rdTe�. Condition)oradu c I 00OW/tW.—duip.t—Wratum 25T.AM IS Junction box IP 67 with 3 bypass diodes The..-plwe f---..rpt i,.—s ednddc,nnenvdbyLGrlxtronr atIUWI.mulabmlu Length Of cables� 1000 rim/2x2g�j_ln Electrical Properties(NOCT*) GLa�s Hiqh transmission tempered glass - 1-7 Frame ---�inodi e�=inum 305 W Maximum power(ftpp) 223 Certifications and Warranty MPP voltage(Vmpp) 29.4 Certifications IEC 61215,1K 61730-1/-2,UL 1703, MPP current(Impp) 7.59 . ISO 9001,IEC 61701,IEC 62716 qRt!�drcult voltage(Voc) --37.0 Module fire-p—rf.-r-;.—c-e(U Ll 703) Type 2 Short circuit current(Isc) 8.14 Productwan-anty 10 years Efficiency reduction c 2% (from 1000W/m`to2G0W/m) Output warranty of Pmax Linear warranty' 20—..—,dr4—d I wk (measurernent Tolerance±3%) y—S8%.I)Aft-J.ud year 0 7%p.-M, dy. ..,3)812161.25 r., Dimensions(mm/in) Temperature Coefficients NOCT 45±2 T j Pmpp -0.41 W*C Voc -0.29 YarC Isc: 0.04'/./*C Characteristic Curves ;z low. ro \e 100 ee 1010-0 oroao W&W 4=1b 09AM A. It Detaix 0'W Y D."Z ' ljo 20 0 25 W is go s--rc) The dmtatvd bet—,ft wMn ar the hokn, North Arnetira Solar Business OrkICA%Pr%CaU0oS die subject in change without nutim ® p1■lG Team N (!d LG Electronics;U.S A.Inc 'LG V0,Good"is a registritted trademark of LG Corp, Wes God 1000 Sylvan Ave,Englewood Cliffs,M 07632 All other trademat are the property of their rmpoi:Wo owners. DI.;-N-60-C-US-F-EN-31002 kinomition for a Better Ure Contact tilsolar@lqe.com %% V�V.1itsolarutacom Copytight 0 2014 LG Electronics.All righLs reservecl. M �'l 06/17/2014 APPROVED My Generation Energy JUL 2 2 2015 Town of Barnstable Old King's Highway MycenerationEnergy Committee Will a:. q _ - /l , 1. m ' mo y V� ip / n 9 O I "EOK PROPD A. 010 S Bf Ro��i'flL/NO I V i RVE Sq o�o� 1po tO d 42�. I iC s. ` 27;, C�Kz V� r ,_ ._-. ..... ._ '. .. ... .. .. ...... ..._... . . ..._ .. ....-'--- . _.__._.SOIL TEST � / _` II:L::O I. ..r. ',:,' :•.::.,: , _ .4 - S l DO'IF P:i'L�:._I.E:�I-!�`.__ P,114735 /• I eG 1' OBSERVATION HOLE 1 �< . 1�-'1. •• {`,- r. __ ' '----co-ec -- A.uo .. .. : - .. .. _. .— •.,m).JR. rFC -a` I 1 LCA,d .c, o ' ln' t.0 ..] 108.1]0 r1tF G111r � •.., ..r .... I ` ,I:IOr• I ... .... _.— .... _- _. VII _ E"' L'J., i)0Wma 'Pl I=CCiS I 77 .;_.., I^No.: 77 ireiun rCR_.. . !4t ELE•: .. oB<_ / aQ j j7 I a-'t' OBSERVATION HOLE 2 I o: qr I.:r.,:. I• 9 DISTRIBUTION I :EP:,.) ,cazF:luTDaE `77L oa—.... G R _t_� QI , �- —n�, -_-_ ,DVP1/: _ — _._�VfE:.. .__-... •I T 0 • _ ... ..I"'� ,•I l.c t -'i" �3 IScr<D'LOev IIO•R I 1LR , 'I .. iA':C- `.Cn.l:Y - 1/i P,•D'•: . 9500 GALLON :•anl D•A..... ,I .. J?-B:_ IC• .1::' u'%AZ'[.)' 1•E '•p; n):_- LA_.. 9'__]:'_C) •Jp:JP sera• I.,. ''"� _'•' •.:•I'y S•PTIC TANK ;i-.. _ �r .__•;7.D0 , _ I \ \. . C N i u.R. -A,-'o' - SAIL ABSORPTION SPTION --- F ipC 'r( I , ,r r: _... 1 ...... -- --SY M — --- HOLE _.. .- • I ...,, _ TE f S)� 5 A. --- OBSERVATION LE 3 1 !saf =;Ja•aL[ .:a•EP':RLi Elcv :•rP::a,<,c<r...re_c 2...':u..inleu,1 .••]i:....�,cv,: SEWAGE DISPOSALPROFILE $sr.R.En;._ - iae:L - - -•'- 1 )1 .I ll. -JI r.[1... ..D7.9 If!�: EH 4u.. n, l'..i,..• t JR I C J I Iv II S':-:< If,? 1LOWP s^NC• I%5)./^ .... 1 ` ., �\n1�} .I ' _...._.. �..•I NO .:•FR 11-C:-I::EIU'it ....�. E.I.. I ) OBSERVATION HOLE 4 =F'•...: ...I I ._ _... .I{CI C.... . � .. , _ ±.' � :��: -'ynND•11IoA,v ao•;•,;... - �ijni.::- i I zoo I �. .. •. -.. � , ._ ��19.'-„!)''r'.' I,IC.O:vu 45•r•I.VIn 1 .. .. LL4, --- 01 'I+I'.,,..n'Ii 4)1:.11 .!I 1!l. DESI;GN:LCALCULATIONS 9 ......-II/E, .. ._.... ....... ... ..... .1',is- :.Ar,B.(;: JISPO.ia'. 11N:' "Y 4[trueo,o,�L�gR.LbAT,x^A_aR.) i�r(g. •m/NA Rl.,JNEL,.,E 1!C InNI, 1'Af,;: J I',A: AsslncA r:o%LOIW .L.. ' \ ` I =7 G3 0 L•[.Slcv PERCOVI+L-A'! <..0l-cnl.%o�,isr :IC IX,AREA 7r00 SG r- ! o.cQ 0 0 0 0 .0 0 h7a+z).lwua%x) 9EflB!GAl.ro4, .R4c-"CAPAC.11:<RE:.t f!nT ({��,,F.r 7D8.00%0.74 A,f :.�•...®` 43 0 C,j 0 0 a. 0 d '0 0 6�•"/ �{"- 4CSf:-W,"Ac—IG NOTE$: A'O11:)9NSI-IP AID•.,a1E.1a,.5$He. [Of:`:%R A•TO O.i?. I ' :) -- .,``,• � IHE`5va5JRFACE 0S=OSA-7 SCYAGEEGV1 Al'UNS OR / I FLL COVERS TO SAV•lAP-, :VT$$fnl.,HE 1.POVc)" 10 ,� Hu ]L 'A,T r.G'11 rIV151 C fa GF L5(: ).E Y4N,'Aa 15'E,1 S 4L- JE CAPAGLL 0 , \ ~''' .•..•_. ^ �_ .i a TERENC'�.:• '^S)af.0 NG- O 01G LNLESS I.1!'I 4 E 'r DER OR A)rH'u I .a 5.. / •C.j}4 j N �'.-` J ^�.•5 - P F NG 4`Ec MAY C.S �\ .; .Y•r:.:OR I. I' .,RI'fS CR�RYIN S AREAS, ,-\ lV'vr' \ ' -• �'.1�. c No.979', ^r. ,1•a::•R. , f� :O 6Rin;:r,O:ERS:0 GiAO:.SneL- / ✓ /•.r,J' S :E'_ c,Vr. :S aEE':R:DC c5 E \' D[• `•\ 96,M� J I EF:)E:, to-Ic 1.:",I:!. '/ PALr a4•y - ll tl ,\ ah:. ..`- : �... ;' '"'� __. -- _. __ ...__ J• ; ,•J'a.).i.'H Df.is P•::•!n'.( m.,E AP;•RO R!e'E nU i 1 ', / •. / k• f_., __ .._ _. _.. _ �' �' 15•'J'I.\aRF anAF°1:R.1n:E OH:1'.[1L4•ra••.�FA Ot,Rl \ , / / \ - ._. .... ..-. _-_- _. .._. _.. ... ..... ... •�t:r 'O "p G.c•:L" Eq s,-- - 7J3 a 5 ))HOVRl .-.DU!=k,..Glrvf NE nt,r,:.CN$Ig< ..:^ CO ' a i. To Ek- (J J r 5 P v: ,• 1 AENf OR4 \SI,E < AR-AH3N 7F C':v , m ), ;OEScu rAf,.FF? •�.... P i r / "-,.. +✓�.-`_� S "•.CI N':, ill•:` �_ -r - i TW OIt Y )).�.5_:L::.:'RS:r r:_ 119--..:S P<RCE: 6_I .\ .�fY\ ;1{• /'; .r,.t ROBIN ,'). •.,I:J.Or c!1._Sr,n SOL A3SORDION 5•'S'EY A,CA•� I I / n+ \ e { WILLIAt.: F . is_SnFGF•L7 :,311;C AAA��� WILCO). / , S .ER EN(.1EF • O: • 5 )• ;1 N0.31741 �' / ' T r 1. F I. i. <,.m5 FCr OA;,.0 B 3',-:):.; vk..• 'F<Srr: EAVVS / i ;ter!-��f „•.Ft t It. / i APPROVED: BOARD OF HEALTH :WEST BARNSTABLE, MA ; PROPOSED SEPTIC DESIGN I I O I 1e FOR !RICHARD J, A,ITTANIEMI TRUSTI i LICIT 3, -Ji50-WOODWIND WAY _ rocua :_ VEST �ARNab�L�u, MASS. _ LEGEND: - ac Sped:Fv:.,c'. oG.o ARM .>U 7-'•::+ ,1�6O- v 1:En r POLE -. 7GI 0 :0B Nc 7542^00 I TOY,IIAfcR .--'A'— v, —-- —-- CA rQ! <SIN ire' ......... .._.... 1 cEss"M _._._.._--,._--.—.._.._...._-.. ____..__._ —__.__.-..—..___..-.-. ___...-__.._....._....._.............. —T—�'�_ •—. ,_,UL�_Se1-!SA50,1O O)0;5 SWEETSrR ENGI:IEERINGI .. ... .... ..... .._..... .- .. , ... a---.`. 1 -,. ,•. -._- _ _ _ __ - ' BOOK I ',vim RECEIVED AND RECORDED \ s ST R WAPR-3 A - 51 ys, �cF J 6' T BARNSTACLE COUNTY REGISTRY OcEDS 7g .0 JOHNF.;: rv'+.: rota . 9542• Ue4C wqY a SST 76 g)"0 RAYMOND J.&STELLA M. AITTANIEMI TRUSTEES FOR REGISTRY USE a LOT 1 JOAN K. &RICHARD J. TOMKINS LOCUS MAP 279 HIGH TRUST ASSESSORS MOA PB 495 PGG P110 PARCEL 4-1 80 4� CB FND (T\'P)-_, n LOT 2 STELLA M. AITTANIEMI&JOAN K. TOMKINS a ZONING SUMMARY PB 495 PG 80 N ZONING DISTRICT: RF Ia MIN.LOT SIZE 43.560 S.F.- -m N.LOT FRONTAGE 150' _ MIN.FRONT SETBACK 30' J MIN. SIDE SETBACK 15' O_ MIN. REAR SETBACK 15' MARJORIE C. AITTANIEI.!I 247 HIGH ST. -SITE IS LOCATED WITHIN R.P.O.D. Ce TO BE SET $oN (TYP•) •si P'4� - BARNSTABLE PLANNING BOARD �o APPROVAL UNDER ME SUBDIVISION o F CON7ROL LAW IS NOT REQUIRED POND 4sO 7. a• Z? IAARJORIE C.AITTANIEMI DA 1��0 op �a• 7, J` 235 HIGH ST. tlo � w► 062 \ e�V•{- o moo,. \ 1 S2 \ REF.- SUBDIVISION PLAN PREVIOUSLY RECORDED AT PLAN BK. 495 PG 80 a \ { PROPOSED 16'PAVED DAVID E, AITTANIEMI & TEE N6A6§l�� TURNING NGEAND 21 NANCY5 HIGH TAITTANIEMI DRAINA EASEMENT I MODIFICATION PLAN SUBDIVISION #739 LOT 3 0 '•\ 71,336t S.F.UPLAND ?og ' TURNING AND DRAINAGE EASEMENT LOT 3 14,076f S.F. WETLAND •vj, 85,4123 S.F. TOTAL IN 1.96t Ages (WEST) BARNSTABLE, MA PREPARED FOR RAYMOND & STELLA AITTANIEMI DATE: AUG. 2, 2007 1, CLERK OF THE TOWN OF I CERTIFY THAT THIS PLAN WAS MADE IN BARNSTABLE,CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN ACCORDANCE WITH REGISTRY OF DEEDS Scale:1'=40' WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF REGULATIONS EFFECTIVE JANUARY 1, ti H1 APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT FOLLOWING THE 1976. AND AS AMENDED JANUARY 7, ` ll /•�7 0 20 40 60 60 100 FEET RECEIPT AND RECORDING OF SAID NOTICE. 1988. off SM-362-4541 •Bi7,•�� Z �� aa 506 362-9880 DATE TOWN CLERK �•\MCl ARNE - ' down cope engineering, inc. _ N. >1 C/V1 ENGINEERS Z - N LAND SURVEYORS m KARL W. &DORIS V. D `a` a S' AITTANIEMI 939 Moin Street — YARUOU7NPORT, MASS. ' 'YC 9CiNE'�C ,185 HIGH ST. LOWNEY CO.INC. 92-219 28'-4 1 2" TOP OF ROOF HEIGHT _-_ STRU !RA .ONN -TORS TOWN OF f�ARNSTABI� FROM CONCRETE SLAB ---'—�-- ^_ I ROOF FRAME: (ALL CONNECTORS BY HABITAT) ."�l�f�;,' �( CONVENTIONAL RAFTERS- SIMPSON Ht ':0 BE USED AT ALL !( RAFTER TO TOP PLATE CONNECTIONS. (BY 11A8174T) �iII '•'�'• `� 7 !I - STEEL STRAPPING AT RIDGE ACROSS TOP OF RAF173S ;,' ' "r^:" 7� t I f r ! t� 1� ,:UIST HANGERS TO ATTACH SHED ROLE-RAM.Ati TO WALL AT TOP �� •�•+ �•�I' )��� ''- "� �• 5 12 I TIMBER RAFTERS: SIMPSON HL43 ANGLES 3/4' LAG SCREWS 2 ANGLES AT EACH RAFTER TO 6x8 PLATE P.EAM. (BY HABITAT) TIMBER PLATE BEAMS: MINIMUM 2-12' TIMBER SCREWS AT EACH END 9 I I INTO TIMBER POSTS BELOW AT LOCATION SHOWN ON PLANS I ! FLOOR FRAME: (ALL CONNECTORS BY HABITAT) ! I I TIMBER PLATE BEAMS: MINIMUM 2-12" TIMBER SCREWS AT EACH END r„ INTO TIMBER POSTS BELOW AT LOCATIONS SHOWN ON PLANS �� TU�+�1 I I F TIMBER FLOOR JOISTS: MINIMUM 2-12" TIMBER SCREWS AT EACH END 1'-0" 4• I I I I 7'-0" INTO BEAMS & GIRDERS BELOW AT LOCATIONS SHOWN ON PLANS - --- Z CONVENTIONAL FLOOR JOISTS: 16d COMMON NAILS PER CODE OR CONVENTION . I M, FLOOR PLYWOOD: 8d COMMON NAILS 0 8" o.c. TO 2x8 JOISTS Z SHEAR WALLS: Q I (1) 1;2"x4'x10' CDX PLYWOOD APPLIED VERTICALLY FROM SILL TO LOWER J FITo PI.1TE BEAM AND LOWER PLATE BEAM TO TOP OF RAFTER NAILER w I ! o (2)SHFAR WALLS TO BE CONTINUOUS FROM POST TO POST OF TIMBER FRAME rFFIII H '-6' TOP OF PLATE BEAM HEIGHT a I I o THE MAXIMUM OF 24'-6' OF WALL LENGTH FROM EDGE. 14 -------- I ® �J• I I-.r �. - 0 " r ,o -'------ �. (3) ANY WINDOW BETWEEN 4 FT. AND 2 FT. FROM CORNER � I t I I SHALL REQUIRE AN 8'-0 LNG SHEAR WALL. ao !j I I I w ((4))SEE SPECIAL NOTES AT 6' & 10' DOOR OPENINGS LJ , m I ¢ (5)SHEAR WALL ON UPPER LEVEL SHALL BE STACKED d m I_I � --------- UNLESS SPECIALLY DESIGNED BY THE ENGINEER. 11'-2 3/4' TOP OF LOFT FLOOR HEIGHT I{{-- (6) SEE NOTES BELOW FOR SHEATHING NAILING DETAILS. 10'-6' TOP OF PLATE BEAM HEIGHT ___---- - 1L -._-_--__- i FOUNDATION: (ALL FOUNDATION ANCHORS BY OTHERS) m cW.>I wo PROVIDE SIMPSON SDHD14 GALVANIZED :,NCHOR STRAPS 00 AT ALL CORNER LOCATIONS AND MAIN GARAGE DOORS o SECURED ACCORDING TO MANUFACTURERS SPECIFICATIONS. I I I I I 5/8"02" ANCHOR BOLTS ®24" o.c. AND W FROM CORNERS z< a I I I N>Fo� 000® �Zac f fRONT ELEVATION m" 0��® ► I ' �- ' ll � ' - - �o a La O'-O" SLAB LEVEL FLOOR HEIGHT CD10090 BY OTHERS o o a z i .0 om '•-gym _p OW\ N � Oz W 28'-4 1 2" TOP OF ROOF HEIGHT F p a W GRAPHIC SCALE - FROM CONCRETE SLAB 0 1 2 3 4 j NUN(%10E =03t 9 I IZ ! I I p0 p03 3cW KW W WINDO SCHEDULE V oaoZ QTY WIDTH o �o. LABEL EIGHT RIO MANUFACTURER DESCRIPTION GRILLES w I CN 4040 6 40" 39 tl6" 41'509518" MARVIN CASEMENT PERM.APPLIED EXT.w/SPACER BAR-WHITE • I I w o w O w s w '1-�'--'-1-'—`I ¢w 3¢ Fc z a CN 3026-2 I i TO 1/2" 15q 1/2" Tl 112-A&' IMARVIN I DOUBLE HUNG PERM.APPLIED EXT.w/SPAGER BAR-WHITE DOORS'HEDULE LABEL OTY I WIDTH I HEIGHT I R/O MANUFACTURER DESCRIPTION GR LF5 ( Ip I it 30b0 00-654 F69LE R 1 13b" 60" Ise urno irri JELD•WEN EXT.HINGED.30bb DO-6b4FG9 LE R PERM.APPLIED EXT.WHITE I I I I Z I1_ -. L• I I I Y 6068 00-664 FGaLE LR 1 T2" 60" -14 11YXB0 irri JELD-WEN EXT.DOUBLE HINGED-9066 DO-664FG9 LE R I PERM.APPLIED EXT.WHITE I ZI EXTERIOR SH NOTESmLLIJ I I I I o f 1xi2 FASCIA &1x4 TRIM 1x12 SOFFIT w/ I t I i 7 I'1' I I I x 1x4 FRIEZE BOARD 5/4x6 WINDOW AND DOOR TRIM 5/4x8 CORNER BOARDS AND GARAGE DOOR TRIM 4'-6" TOP OF PLATE BEAM HEIGHT ! o CEDAR T&G VERTICAL SIDING-OLYMPIC SOLID BODY STAIN, NAVAJO RED KOMA TR -OL YMPIC SOLID BODY STAIN, WHITE r 7 o W SHNGLMGAFTIMBERLINE ULTRA FIBERGLASS SHINGLES-WEATHERED WOOD C1 --C�L------jj=3 W ^9W I I QUj 0W v l_LIl'-2 3 4' TOP OF LOFT FLOOR HEIGHT _____ _ __ -�• _ _ TOP OF PLATE BEAM HEIGHT I I I -------- T - L - ------- � PLYWOOD NAILING WALL SHEATHING "; 3 w. 03 WALL SHEATHING SHALL BE 1/2' MINIMUM STRUCTURAL PANELS WALL SHEATHING SHALL ATTATCHED VERTICALLY WITH MINIMUM 8d NAILS f —1 f�l �1 II I I N W I NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.3 (1) AND BELOW ' I I C_�LJ�� I Z (r) (1) AT THE TOP PLATES OR PLATES, THE SHEATHING SHALL EXTEND I Q W FROM THE TOP OF THE TOP PLATE TO A MINIMUM OF 8' BEYOND READ ELEVATION BOTTOM OF THE BOTTOM PLf;TE-FLOOR CONNECTION. m _ A MINIMUM OF 4 NAILS SHALL BE USED AT EACH STUD FASTENING AND EDGE-NAILED AT EACH PLATE®6" o.c. _ (2) AT THE BOTTOM OF THE WALL ASSEMBLY TO THE FOUNDATION SILL PLATE THE WALL SHEATHING SHALL BE CONTINUOUS FROM A POINT -� 16' ABOVE THE TOP OF THE BOTTOM WALL PLATE TO THE BOTTOM I � I I I I r OF THE FOUNDATION SILL, WITH A MINIMUM OF 4 NAILS AT EACH m i_--- _ I i� STUD, FIELD NAILED AT 6' o.c. AND EDGE NAILED TO THE - I FOUNDATION SILL PLATE AT 6' o.c. 0'-0. SLAB LEVEL FLOOR HEIGHT - GD100140 BY OTHERS Es \CNI ,1 • c 25-I r - - 1 28'-4 1 2" TOP OF ROOF HEIGHT _ - ly FROM CONCRETE SLAB .1 T ]- Iz o N :. �. Z 0 5 1 rT .TOP OF PLATE BEAM HEIGHT - - - o Ci_ Li a � 11'-2 3 4" TOP OF LOFT FLOOR HEIGHT ___ _L ______ CL 10'-6' TOP OF PLATE BEAM HEIGHT I J r t ----- - - - - -I ------ I a p m U 0 I1 O W ZO m LEFT ELEVATION p u U U I t=V d a r Ul awQ3 0'-0' SLAB LEVEL FLOOR HEIGHT Tri c� In � i!E 1-o��n w a m c�O 4x Q z o om m� Lno 4'-0„ 36'-0" 1.-01. . o o Ln U i—f Z oa- o ..•. I I �o�oa �m~ 28'-4 1 2' TOP OF ROOF HEIGHT v FROM CONCRETE SLAB o N - 1_ _ U O NO Z N x m C Q= ' ''• N Al L- L Jr I U o� _ \ v r � � _ I_ W no - � o II 3 14'-6" TOP OF PLATE BEAM HEIGHT ---- o uJlu O W 11'-2 3 4' TOP OF LOFT FLOOR HEIGHTLU 10'-6" TOP OF PLATE BEAM HEIGHT ----- - I (2/ V N z Q � W s - 5 , RIGHT ELEVATION o EM fI a O'-O" SLAB LEVEL FLOOR HEIGHT w D _ z n o N ' r c 25-I .ir SHEARWALL NOTE: RECOGNIZE THAT SIPS PANELS PROVIDE A ill MORE COMPLETE SHEARWALL ASSEMBLY ° 1" I MINIMUM NEEDED COMPLIANCE THIS INFORMATION DEMONSTRATE 36'-0" 12'-0" 12'-O" 12'-0 STANDARD SHEARWALL NOTES: t SHEARWALLS TO BE 1/2" CDX PLYWOOD w/8d RINGSHANK NAILS ®6' o.c. 11'-8 1/2" 3 1 AND SOLID BLOCK ANY OPEN SEAMS Q 3 1/2" 11'-8 1/2" 12'-0" _ /2" INSIDE TO BE 1/2" GWB/PLASTERBOARD Z H 5'-8 1/2" 6'-0" 6'-0" 6'-0" 6'-0" s'-a 1/z" K/J KING & JACK STUDS In U Z w Q F- MARVIN CN404OR MARVIN CN404OR MARVIN CN4040R (n CL Z _ O 1/1 1/11 1/1 LEI Q CL IL 0 0 I I bi b, a m iao 4 INTERIOR 8x8 POSTS SECURED TO FLOOR w 8x8 STEEL BASE PLATES w/2-3J4"x12" ANCHOR BOLTS c z z THRU SLAB INTO FOOTING BELOWod N ti ----------------- ----------------- `oi I OPEN ABOVE zo a N KING POSTS AT DOORS PROVIDED I KING POSTS AT DOORS PROVIDED I z_ C BY POSTS AND BEAM FRAMING I BY POSTS AND BEAM FRAMING `� `gym c •. ------------- 0 ------------ QN� oll I I I t o m I GARAGE VEHICLE LIFT i o o n 4x p II I I 35'-4" x 33'-4" I I I o 0 0 W o m Wm oll I I I �I o oZc�n om�=o oil I I ! II " In,OOOS aW-N II I I 1 I F o: "'�- II I I II nwNia =o3C II° I I I ll w\Z0 �c -- r. ozz vIN-i.i —J L ----------- l \�'E GC? KING POSTS AT DOORS PROVIDED I KING POSTS AT DOORS PROVIDED o 0 o p 3 z c c - o. BY POSTS AND BEAM FRAMING I BY POSTS AND BEAM FRAMING m o a o o p i N •1 ' - I I I I D 1 W p iV ---OPEN ABOVE N 5;z N M 5; z¢x 2668 wowow BATH zz o x4 11'-6" x 4'-7' O 4' 3 / O n o 8 I �$ o O I 00 I 2868 0 ° M UP n M 1 1 1/1 1/1 I a W W 9 b MARVIN CN4040R-T MARVIN ICN404OR MARVIN iQ.\1404V..*R Z W SET 012'-0" W a :2 o ' 5'_g 1/2'• 6'-0" 6.-0" 6.-0" 6'-0" 5'-8 1/2" n O v' w = ' 31/2" 11'-61/2" 12'_0" -81/2" 3.1/2 MAIN LEVEL FLOOR PLAN - o 0 W (; 5 12'-0" 12'-0" 12_0" _- QG W 36'-0" -_ HABITAT FRAME NOTES: F BEAMED WALL SYSTEM w/6xIO PLATE BEAMS CA - BEAMED MID-FLOOR SYSTEM w/ 2x6 T&G DECKING a 6x10 FLOOR JOISTS IN CENTER SECTION r BEAMED ROOF SYSTEM w/ 6' FOIL FACED INSULATION z o' m o o N 25-I 34'-0" 9'-0" 16'-0" 9'-0" .2'-6 3/8" 10'-11 1/4" 2'-6 3/8" 5'-5 5/8" 5'-5 5/8" c zo r- -------------- --- 6068 DO I 4 FG9 LR --- -------------- -I w I I I N I u N o{�I I a I N �xr I �ZI III I o�I III > I vZD I III i! N I Nro I III O c% I I N I z p to °' zoa I III r N mar I D III m�� I N ;gym I z III P I z III z I I RAILING I I I I I I I I I I I I I I I 1 I I I • I I I Off. D i N O ` I Z I Z I O O I 0 I I I I I I I I I I I I I 1M I I T AaZ I I I I > x W I I I 0N� I I "O I z i I i I I N O I0 IN I II I I i I I I I I I I I • I w I I \ I u N L -------------- ---- MARVIJ CN3026-?--- ------------ J 5'-5 5/8" 5-5 5/8" C 10'-11 1/4" 2'-6 3/8" 2'-6 3/8" rn 9'-0" 16'-0" 9'-0" 70 F- 34'-0" rn _ rn rn r- O O z ORDER ND. sir la IIPIES 2015 AITTANIEMI RESIDENCE REVISED: 04/17/15 CSG 4 FOUNDATION & SECTIONS: 05/28/15 DLG PERMIT PLANS NOT REVISED: 07/10/15 DLG FOR CONSTRUCTION .`:• - `'`" 3712 CUSTOM HOME WORKING DRAWINGS: 07/10/15 DLG REVISED WORKING DRAWINGS: 08/04/15 DLG �.%i:��: F•�' mkvw THIS DRAWING IS THE PROPERTY OF HABITAT POST AND BEAM. IT IS NOT TO BE N 21 ELM STREET 4Af�CSG REPRODUCED, DISCLOSED TO OTHERS, OR OTHERWISE USED IN ANY MANNER EXCEPT "`""'T?; i habld S. DEERFIELD, MA 01373 t/4'=1'-O' AS AUTHORIZED IN WRITING BY HABITAT POSF AND BEAM. UPON COMPLETION OF v v POST&BEAM© (413) 665-4006 DATE 0 /71 AUTHORIZED USE, IT IS TO BE RETURNED PROMPTLY TO HABITAT POST AND BEAM. ___ � : . 6x8 RAFTER TO 8x12 RIDGE 2-12" TIMBERSCREWS ® ; EACH RAFTER TO RIDGE "� `. '• ROOF SYSTEM R-42 GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES 15,y ROOFING FELT o/ 1/2" COX PLYWOOD o/ 00 3-2" FOIL FACED INSULATION o/ Z F--' Bx12 RIDGE BEAM 15y ROOFING FELT o/ U N OVER LOFT AREA 2x6 T&G PINE ROOF DECKING o/ :D 6x8 RAFTER TO Bx12 PURLIN 6xB RAFTERS ®4'-0" o.c. QZQ � 2-12" TIMBERSCREWS® J ~ EACH RAFTER TO PURLIN 8x8 COLLAR TIES ®INTI RIOR POSTS o Z 6x8 COLLAR TIES ®EXT7RIOR WALLS O N U 802 PURLIN TO POST 8z12 PURLIN . 12 4-16" TIMBERSCREWS a ^ L�1 O ' Bx12 PURLIN UPLIFT PER BENT AT OUSIDE 6x6 KNEE BRACES 6x6 KNEE BRACES • PLATE BEAM IS 275#AND W UPLIFT AT MIDDLE PURLIN IS 500// 200 BEVELED HEADER m x o� w/102 & Ix4 TRIM o W zo m 1x12 SOFFIT w/ 8x8 PURLIN POST 2x4 SOFFIT NAILER i= a 6x8 RAFTER TO 6x8 PLATE I ti g� N 8x8 PURLIN POST 1x4 FRIEZE BOARD I -a o 1-12" TIMBERSCREW& a 2-HL43 CONNECTORS 6" GID INSULATION S EACH RAFTER TO PLATE BEVELED BLOCKING aIo 2" BEVELEDBLOCKIN p z C w/5/8"x4" LAG SCREWS --- < I m & 5/8"x7" THRU BOLT 6x8 PLATE BEAM 6xB PLATE BEAM co 6xB PLATE TFL- _ TO POc�T_ 2x4 NAILER 2x4 NAILER o 2-12" TIMBERSCREWS �. 9'-0" 8'-0" 8'-0" 9'-0" H 1_O, V-0" o a s 8x8 PURLIN POSTS TO 6x8/6x10 JOISTS ®4'-0" o.c. `� `•' 3x8 HEADER TO 6x8 JOIST SIT ON JOISTS BELOW w 2x6 T&G PINE DECKING 8x8 PURLIN POSTS W J mC m o / SIT ON JOISTS BELOW 2-6" TIMBERSCREWS®EACH JOIST o - - - -- cl 3x8 HEADER TO 6x8 PLATE 3x8 HEADER 6x8 JOIST 6x8 HEADER ®STAIR 6z10 JOIST AT CENTER 4x8 BLOCKING 6xB JOIST 3x8 HEADER 12" TIMBERSCREWS®4'-0" o.c. 8x12 GI ER vlvlNN giC' 6x8 PLATE BEAM 6x8 PLATE BEAM 6x8 JOISTS TO 6x8 PLATE 6x8 JOISTS TO 6xB GIRDER \ 8z12 GIRDER ^ oo U�o z o>w 2-12" TIMBERSCREWS 2-12" TIMBERSCREWS 2x4 NAILER - :nines o m m 6x8 PLATE TO POST Bx12 GIRDER TO POST N z 2-12" TIMBERSCREWS 4-16" TIMBERSCREWS ^ ���o 6x6 KNEE BRACES FE - I � 6x6/6x8 CONTINUOUS POSTS Z 000 ow 0 3 6x6 KNEE BRACES W Win z W Z Q Z C N p EXTERIOR WALL R-20 aaa WALL PANELS: o0 o a 2x4 STUDS ®16" o.c. N V W W W z W p 0 'v w/ 1/2" COX PLYWOOD - n 555 5ow n w/1" FOAM INSULATION R-5 a sww a s m w/ 1/2" COX PLYWOOD I DOW WEATHERMATE HOUSEWRAP BxB GIRDER POST m 8x8 GIRDER POST h6 T&G VERTICAL SIDING -- x' FIBERGLASS INSUL. R-15 (BY OTHERS) 'm 6 MIL POLY V.B. (BY OTHERS) (1^► n c 1/2" DRYWALL (BY OTHERS) V J a 6" POURED CONCRETE SLAB w/ CONCRETE SLAB #10 6x6 WELDED WIRE MESH o/ 1 - 2x10 TREATED SILL w/ - RAISED AT BATH 2' STYROFOAM INSULATION (R-10) 8x8 STEEL POST BASE w/ 5/8"x12" ANCHOR BOLTS AND STAIR AREA o/6 MIL POLY VAPOR BARRIER Lj 2-3/4"02" ANCHOR BOLTS ® 24" o.c.-2 PLATES PITCHED TO DOORS FOR DRAINAGE THRU STAB INTO FOOTING �o 3'-0" x 3'-0' x 1'-0" DEEP - 3'-0" x 3'-0" x 1'-0" DEEP LU 9 e CONCRETE FOOTINGS w/ CONCRETE FOOTINGS w/ o 3-y5 REBARS EACH WAY FOUNDATION NOTES: (BARN 4' FROST WALL) 3-#5 REBARS EACH WAY I 'o z 11.1 av v 10" POURED CONCRETE WALLS w/ I � c 2-#5 REBARS CONTINUOUS O TOP & BOTTOM _ O OF WALL w/#5 VERTICAL REBAR ®32" o.c. w/ In � 2" STYROFOAM INSULATION DOWN WALLS (R-10) o/ W = 0 20" WIDE x 10" DEEP CONTINUOUS CONCRETE FOOTINGS MINIMUM 4B" BELOW GRADE OZ ' w/2-#5 REBAR CONTINUOUS O TO MINIMUM 48" BELOW GRADE o Lu O 20" 5 4" POURED CONCRETE SLAB IN GARAGE w/ WIDE x 10" DEEP 4" FOOTING DRAIN W U) a - W #10 6x6 WELDED WIRE MESH CONTINUOUS CONCRETE FOOTINGS z � PITCHED TO DOORS FOR DRAINAGE o/ CRUSHED STONE Q U 5/8"x12" ANCHOR BOLTS ®24" o.c. w/ M REBARS CONTINUOUS w/ BACKFlLL FABRIC _ AND 12' FROM CORNERS w/SIMPSON STHD14 TO A MIN ANCHOR STRAPS AT CORNERS &MAIN DOORS Q Fy FOUNDATIONS NOT ON DEEP SAND: A. RUN EXCAVATION 1'+ DEEP AND REPLACE WITH COMPACTED DENSE GRADE BASE a B. IF DAYLITE POINT INSTALL PERIMETER DRAIN AND IF NO DAYLITE THEN DELETE C. BACKFlLL OUTSIDE WITH IN-SITU EXCAVATED MATERIAL-LESS ANY ORGANIC D. COMPACT BACKFlLL IN 12" LIFTS TO EFFECTIVELY MAKE BACKFlLL IMPERVIOUS E, OVERFILL BACKFlLL TO CREATE POSITIVE GRADES => 10% EXPLANATION: PERFORM THE WORK, DO NOT OVERWORK DIE BEARING GRADE, 'TYPICAL CROSS SECTION..,, - SEAL THE BASE AND KEEP ALL MOISTURE AWAY FROM BACKFlLL ZONE .n w z 0\M . . N 25-1 0 HALF-LAPPED RAFTER5 ! ,. AT ROOF PEAK w '�•' 4-4' TIMBER SCREWS y COUNTERSINK & PLUG •ROOF SYSTEM R-42 GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES 15#ROOFING FELT o/ 1/2" COX PLYWOOD o/ 0 0 3-2" FOIL FACED INSULATION o/ Z H 8x12 RIDGE BEAM 15y ROOFING FELT o/ N U OVER LOFT AREA 2x6 T&G PINE ROOF DECKING o/ 6x8 RAFTER TO Bx12 PURLIN 6x8 RAFTERS ®4'-0" o.c. Z '� Q 2-12' TIMBERSCREWS 0 _] ~ EACH RAFTER TO PURLIN 8x8 COLLAR TIES ®INTI RIOR POSTS \ m a- Z 6x8 COLLAR TIES 0 EX RIOR WALLS N ~ U 8x12 PURLIN TO POST 8x12 PURLIN 1 2 Q ' 4-16' TIMBERSCREWS a 9 W Q ' 8x12 PURLIN I CL L+- UPLIFT PER BENT AT OUSIDE 6x6 KNEE BRACES 6x6 KNEE BRACES a • PLATE BEAM IS 275q AND 2x10 BEVELED HEADER UPLIFT AT MIDDLE PURLIN IS 500# w/102 & Ix4 TRIM o tx12 SOFFIT w/ 8x8 PURLIN POST \ 2x4 SOFFIT NAILER __a a 6x8 RAFTER TO 6x8 PLATE ^ a0 tx4 FRIEZE BOARD 1-12' TIMBERSCREW& n 8x8 PURLIN POST a 2-HL43 CONNECTORS 6" CID INSULATION 6" RIGID INS N a=a � EACH RAFTER TO PLATE BEVELED BLOCKING. o0 2' BEVELED BLOCK[w/5/8'x4' LAG SCREWS oi , & 5/8'x7' THRU BOLT 6x8 PLATE BEAM 6x8 PLATE BEAM W = 6x8 PLATE TO POST 2x4 NAILER 2x4 NAILER Z o 2-12' TIMBERSCREWS B'-O" 8'-0" 8'-0" 1'-0 8x8 CONTINUOUS a 8x8 CONTINUOUS 6x8 JOISTS ®4'-0" a.c. PURLIN POSTS n PURLIN POSTS 6x8 JOISTS 0 4'-0' o.c. - N � < 3x8 HEADER TO 6x8 JOIST w/2x6 T&G PINE DECKING NOTCHED AT FLOOR NOTCHED AT FLOOR w/2x6 T&G PINE DECKING 2-6" TIMBERSCREWS 0 EALH JOIST -- _ m o 3x8 HEADER TO 6x8 PLATE 3x8 HEADER 6x8 JOIST T- 6x8 NOTCHED HEADER 6x8 HEADER 3x8 HEADER , t= 12' TIMBERSCREWS®4'-0" o.c. 6x8 PLATE BEAM 8x12 GIRDER - 6x8 PLATE BEAM \ Nut N 6xB JOISTS TO 6x8 PLATE 6x8 JOISTS TO 6x8 GIRDER \ 8x12 GIRDER ^ coo c)�o 2-12' TIMBERSCREWS 2-12" TIMBERSCREWS ( 2x4 NAILER �N o a m m Bx12 GIRDER TO POST \ nmoGi o za 6x8 PLATE TO POST \ s �- NZ p p� 2-12' TIMBERSCREWS 4-1fi' TIMBERSCREWS ^ \\\o sn 6x6 KNEE BRACES - 6x6/6x8 CONTINUOUS POSTS 6x6 KNEE BRACES N N H c c H w w w Q Z p EXTERIOR WALL R-20 w w w o a 3 o W WALL PANELS: = F _~ M 2x4 STUDS ®16" o.c. o wwwo o o p.-ac d' Z w p0 p w/1/2" CDX PLYWOOD - n SS S 5 n w/1' FOAM INSULATION R-5 a ww w o w a o:o Kw¢ w/1/2' CDX PLYWOOD DOW WEATHERMATE HOUSEWRAP m 8x8 GIRDER POST 8x8 GIRDER POST ix6 T&G VERTICAL SIDING 'FIBERGLASS INSUL R-15 (BY OTHERS) o m $ 6 MIL POLY V.B. (BY OTHERS) 1/2" DRYWALL (BY OTHERS) , y 6" POURED CONCRETE SLAB w/ #10 6x6 WELDED WIRE MESH o/ � 2x10 TREATED SILL w/ N 2' STYROFOAM INSULATION (R-10) 8x8 STEEL POST BASE w/ 5/8"02" ANCHOR BOLTS \ „y o/6 MIL POLY VAPOR BARRIER 2-3/4"02' ANCHOR BOLTS ®24' o.c.-2 PLATES PITCHED TO DOORS FOR DRAINAGE THRU SLAB INTO FOOTING c v 3'-0" x 3'-0" x 1'-0'DEEP 3'-O" x 3'-0" x 1'-0" DEEP ILI 9 u CONCRETE FOOTINGS w/ J CONCRETE FOOTINGS w/ a U W n 3-#5 REBARS EACH WAY FOUNDATION NOTES: (BARN 4' FROST WALL) 3-#5 REBARS EACH WAY I z 10" POURED CONCRETE WALLS w/ i c 2-#5 REBARS CONTINUOUS 0 TOP & BOTTOM OF WALL w/#5 VERTICAL REBAR 0 32" o.c. w/ 2" STYROFOAM INSULATION DOWN WALLS (R-10) o/ lLJ = 20' WIDE x 10' DEEP CONTINUOUS CONCRETE FOOTINGS O w/2-#5 REBAR CONTINUOUS ' - TO MINIMUM 48" BELOW GRADE ---'---t F- 4" POURED CONCRETE SLAB IN GARAGE w/ 20" WIDE x 10' DEEP 4" FOOTING GRAIN UJ P#10IT 6x6 WELDED WIRE MESH CONTINUOUS CONCRETE FOOTINGS o 24" CRUSHED STONE Q W PITCHED CH DOORS FOR DRAINAGE 5/8"x12" ANCHOR BOLTS 024' o.c. TO MI RUM 48 CONTINUOUS w%BACKFlLL FP.BRIC 1- -AND 12' FROM CORNERS w/ SIMPSON STHD14 - TO A MINIMUM 4B" BELOW GRADE ANCHOR STRAPS AT CORNERS & MAIN DOORS Q I• FOUNDATIONS NOT ON DEEP SAND: O A. RUN EXCAVATION V+ DEEP AND REPLACE wITH COMPACTED DENSE GRADE BASE a B. IF DAYLITE POINT INSTALL PERIMETER DRAIN AND IF NO DAYLITE THEN DELETE - C. BACKFiLL OUTSIDE WITH IN-SITU EXCAVATED MATERIAL-LESS ANY ORGANIC D. COMPACT BACKFlLL IN 12" LIFTS TO EFFECTIVELY MAKE. BACKFlLL IMPERVIOUS E. OVERFILL BACKFlLL TO CREATE POSITIVE GRADES =i 10% EXPLANATION: PERFORM THE WORK, DO NOT OVERWORK THE BEARING GRADE, TYPICALCROSS SECTION SEAL THE BASE AND KEEP ALL MOISTURE,AWAY FROM BACKFlLL ZONE N w n o N o N 25-1 36'-0,. 12--0" 12'-0" 12'-0" . I- Z 00 Z H U N � SIMPSON SIMPSON ZQ SDHD14 SOHD14 J N F" ----------------- ------------------- ------- - � O I . I U I I I CEIr I I Li O I I I I I I o I I I i I I I I 1 i I I o w o m SIMPSON I I I SIMPSON Q a a SDHD14 I L_�_J L_+_J I SDHD14 �z�m I <Wm I I I I II I I z �- r,l I L__J I I c7 Z y3za . z l i CONCRETE FOOTINGS (4-TYPICAL) I I a W a 3'-0' x 3'-0" x 1'-0" DEEP w/ g5 REBARS ®12' EACH WAY I I o o m o o a I I I I d col Igo min �� � o 20 I `oi I Izo �. N om oWmg a o awl I o I I�w I CONCRETE FOOTINGS (2-TYPICAL) I n m FOR SUPPORT OF GARAGE LIFT I I G o M a o m m 3 a l SIZE AND LOCATION TO BE DETERMINED 13 a o. l I BY OWNER & CONTRACTOR AT JOBSITE I aOCKo �0 0 o a a�� N cal I I Ip� ..ii- =03 Ow I I .w.-cX 2(7 � I II I I oZom� zo~c RAISE CONCRETE SLAB SIMPSON I I AS REQUIRED FOR r _ -, r- --I I I SIMPSON N a N'E N o o o ' SDHD14 I I BATH & UTILITY ROOM i I I SDHD14 5 S a a= I I I I I wowow I I i Mr CONCRETE FOOTINGS I I I'2 2'-0' x 2'-0' x 0 1 I LL D I 3 to I �w/#5 REBARS ®12 EAH WAY ooM l ' -1 z o �o �n a� c tz < o L--- ------------ -------- --------- ------J Im uJ e ----------------- ------------------- ----------------- SIMPSON t SIMPSON z W W SDHD14a SDHD14 w �^ o Vl FOUNDATION NOTES: (GARAGE 4' FROST WALLS) OILJ = 10" POURED CONCRETE WALLS w/ c/ 2-y5 REBARS CONTINUOUS AT TOP & BOTTOM _ 2 Q OF WALL w/#5 VERTICAL REBARS ®32" n.c. o/ O 20" WIDE x 10" DEEP CONT. CONCRETE FOOTINGS IU I- w/ 2-#5 REBAR CONTINUOUS Z 4--0" 8'-0" 12'-0" 12'-0" TO MINIMUM 48" BELOW GRADE Q -� 6" POURED CONCRETE SLAB IN GARAGE r w/ #10 6x6 WELDED WIRE MESH 04 PITCH CONCRETE SLAB FOR DRAINAGE Q 36'-0" 5/8'x12' ANCHOR BOLTS ®24" o.c. AND 0 12" FROM ALL CORNERS � INSTALL A MINIMUM OF TWO (2) BOLTS PER PLATE SECTION 0 NOT MORE THAN 12' OR LESS THAN SEVEN (7) BOLT DIAMETERS py FROM EACH END OF THE PLATE SECTION INSTALL SIMPSON STHD14 ANCHOR STRAPS AT EACH CORNER AND AT MAIN GARAGE DOORS ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE �D N n Z n N c 25-I 36'-O„ 12'-0" 12'-0" 12'-0" � Z 3 1/2" 11'-8 1/2" 11'-8 1/2" 3 1/2" O O Z U N � 6x6 NOTCHED 2-6x8 NOTCHED 6x6 NOTCHED Z CONTINUOUS POST w/ CONTINUOUS POSTS w/ CONTINUOUS POST w/ J N 4-1/2"x6" LAG SCREWS 4-1/2"x6' LAG SCREWS 4-i/2"x6',LAG SCREWS CL Z O 6x8 PLATE BEAM 6x8 PLATE BEAM 6x8 PLATE BEAM U M M LEI O CL L� I mN mN I m �w �w ml d 5m 5m °' moo aF aF oWzm o 8x12 FIR GIRDERS w/ �o a o z 2 z 8x8 POST UNDER 16" TIMBER SCREWS 8x8 POST UNDER z z a a 6x8 CONTINUOUS NOTCHED POST a o a 3 1/2" 11'-8 1/2" 12'-0" 11'-8 1/2" 3 1/2"! N aW a 6x6 POST UNDER 6x6 POST AT DOOR z Q W m N_G �+3za QQ Z W Z _ N C1'Off~W O O Q mN Q i0 O O \ J\ 4viC (L �w a 0 io a ' U) o W m ou �o>W 3 aF 3 00 0 x N % V' Z O n ~Z N tD� N V OJpOQ ayOjE F H¢ • N W Nf%f0 =03C 6x6 POST UNDER 6x6 POST AT DOOR n o Z �'BaY� -cW= 3 1/2" 11'-8 1/2" 11'-8 ; 2' 3 1/2 U o wowZw oo�o 6x8 CONTINUOUS NOTCHED POST N S:S w 5 a a= _ wowow a 8x12 FIR GIRDERS w w 3 8x8 POST UNDER / 8x8 POST UNDER N 16" TIMBER SCREWS b 3 1/2" In m d^ 30 m 6x6 POST lu w m o ■ Sm m 6x8 PLATE BEAM w/ N m F M 12" TIMBER SCREWS o c 6x8 PLATE BEAM 11 6x8 PLATE BEAM - _-6x8-PLATE BEAM_ N N w J9� 6x6 NOTCHED 2-6x8 NOTCHED 6x6 NOTCHED U CONTINUOUS POST w/ CONTINUOUS POSTS w/ CONTINUOUS POST w/ Z W W 4-1/2"x6" LAG SCREWS 4-1/2"x6" LAG SCREWS 4-1/2"x6" LAG SCREWS W Q "''�'� � o to O ^ � L 11'-8 1/2" 12'-0" 11'-8 1/2" 3 1/2' O Lu N 12--0" 12'-0" 12'-0" Q U W 36'-0" Q CIO a j UPPER LEVEL Pi-ATE BEAM PLAN @ N n z N M o N 0 25-I w. it',, •, ;. .li II ` 3'-10" 36'-0" 12'-0" 12'-0" 4'-0 1/4" 3'-9 5/8" 3'-10 5/8" 4'-0 3/8" 3'-11 1/4" 4'-0 3/8" 3'-10 5/8" 3'-9 5/8" 4'-0 1/4" O O Z N � • 20 BEVELED HE DER Z M w/ 2x4 SOFFIT NA LER J H N o CL Z -- -- H U 6x8 PLATE 3ENMS UNDER 2" BEVELEC ELO,KING n w/2-HL- ONNECTORS & 6"RIGID I SULA71ON \ CC \ AT EACH RAFTER AT EAVE BETIEEN E,kC1 RAFTER 3 LJ O : a- L� Y W W ofa o I ¢a 6x8 & 849,RAFTERS ® 11 3/8" ox zd' z 1 011 xZ o w 2x6 PINE ROOF DECKING o �1E 1 ° W .0 ME o� b mcao yp Of Y, O�x.+zm oN a 8x12 FiF PURLIN UND w/ d. o-t a c N 2-12" MBER SCRE AT N z z a EACH i,kFTER CONNE ON H c 11'-8 1/2" 12'-0" 11'-8 1/2 3 1/2" Z=t m m y�j S )•- n JV now a3 2-f x I RAFTER HA LAPPED AT AK w/ 4 6" TIMBER C EWS 2-6x8 R W RAFTERS a c�o J CO N RSINK & P G 0 o Bx8 RIDGE BEAM UNDER o o m o� vim �. 1 I , U)o o"=� 3-6x8 R F rER PAIRS w•• '� o ��ii o 2 xB RAFTER FAIRS 3-6x8 RA R PAIRS o o W m m *� 4-12" TI B R SCREWS o H F-LAPPED A EAK HALF-LAP E AT PEAK iri �Z a r m o r O INTO RIDGE AT PEAK w f 4-4' TIMBER I CREWS w/ 4-4" T N BER SCREWS luno o¢ a c P0G C61 NTERSINK & P.UG COUNTERSI % & PLUG �N 6o 0 3 Ln -Z Z, �c�izC I Z oon\QY 3 1/2" 11'-8 1/2" 12'-0" 1V-8 1/2" 3 1/2" O3 Z�; _ 3�oW wow_w oo�o VIZNY� Q= 5 Ow W 3 W a 8x12 FIF PURLIN UND w/ \ c \ N 2-12" MBER SCREWS AT 3 r, .I �•= W EACH RAFTER CONNE ON w Y L_1. 1 z 6x8 & E RAFTERS ® 11 1/4" c.c. 0I- - � 0 1- w 2x6 PINE ROOF CKING o co o ¢ I a m co a d x O ff, 00 N M N 6xB PLATE EMS UNDER 2" BEVELE LOCKING w/2-HL- ONNECTORS & 6' RIGID INSULATION C a AT EACH R RAT EAVE 13EWEEN E C RAFTER � o - n W 9 0 z UPLIFT PER BENT AT OUSIDE 2x12 BEVELED HEADER e J "�W PLATE BEAM IS 275/j AND w/ 2x4 SOFFIT NAILER vi UPLIFT AT MIDDLE PURLIN IS 500# N 1u L 3 1/2" 11'-8 1/2" 12'-0" IV-8 1/2" 3 1/2- :�i O U-i z 3r_10 36._0" 1,_0., Q F I — � i O •` 0. ROOF FRAMING PLAN �o N v c N c 25-1 `, —_ 44-0' -- - _-- ---- SMOKE DETECTORS REVIEWED r �r�FS.TA- 16'-5" TOP OF ROOF HEIGHT ------,.-- ------ --- _ r FROM MAIN LEVEL SUBFLOOR ------- �. _ -4' _r -- -- --�j/�j -/�� I `i', ,j;!' +"E FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 8'-3" TUP OF LIVING DINING PLATE BEAM HEIGHT ---' N . 2424 = ------- --------------------------------- ------------------- 8-0 TOP OF PLATE BEAMa. HEIGHT --------------- --- ------ -----------_-- _ - ----_ ----- R _ - -- -= --- 2 a a _ 0 _ m ..._S - FM Lli CL EM -- aD -_ -- _ -- -o 'M&R- N CN2�26-CN5258-CN2426 0'-0" MAIN LEVEL FLOOR HEIGHT n ~ 1. -2'-4" GRADE LEVEL Z a .._ O 3 0 I-N Ud -Z fw/1 Q O� WINDOW SCHEDULE - FRONT ELEVATION W Z LABEL OTY WIDTH IHEIGHT R/O MANUFACTURER DESCRIPTION GRILLES CN 2424 1 24" 23 118" 25'x23 5/8' MARVIN CASEMENT PERM.APPLIED EXT.w15PAGER BAR-WHITE z o CN 2424-CN 2440-CN 2424 1 72' 39 1/8" 73"x4395/8" MARVIN CASEMENT PERM.APPLIED EXT.w15PAGER BAR-WHITE N 3 0 CN 3224 4 32" 23 118" 33x23 5/8" MARVIN AWNING PERM.APPLIED EXT.w15PAGER BAR-WHITE STRUCTURAL CONNECTORS o a w CN 2440 1 48" 39118" 49"x39518" MARVIN CASEMENT-LR PERM.APPLIED EXT.w15PAGER BAR-WHITE in CN2016T 1 25114" 391/2" 261/4"x40" MARVIN DOUBLE HUNG PERM.APPLIED EXT.w15PAGER BAR-WHITE ROOF FRAME: (ALL CONNECTORS BY HABITAT)6. SHEAR WALLS: D CONVENTIONAL RAFTERS- SIMPSON H7 TO 6E USED AT ALL (1) 1/2"x4'x10' COX PLYWOOD APPLIED VERTICALLY FROM SILL TO LOWEROD CN 3026 3 35 1/4" 59 12• 36 1/4"x60' MARVIN DOUBLE HUNG PERM.APPLIED EXT.w15PAGER BAR-WHITE RAFTER 70 TOP PLATE CONNECTIONS. (SY HABITAT) PLATE BEAM AND LOWER PLATE BEAM TO TOP OF RAFTER NAILER \U U =o CN 3026-2 3 7012" 59 12" 71 1/2"x60 MARVIN MULLED UNIT PERM.APPLIED EXT.WSPAGER BAR-WHITE STEEL STRAPPING AT RIDGE ACROSS TOP 0,' RAFTERS FOR THE TALL WALLS IN GREAT ROOM PLYWOOD APPLIED FROM HEADER 0 Jo p c w m JOIST HANGERS TO ATTACH SHED ROOF RAFTERS TO WALL AT TOP 4" ON HEADER TO TOP OF 2x4 WALL PANEL (INFILL ABOVE AND BELOW) N m CN 2426-CN 5258-CN2426 1 111 3/4" 59 1l2" 112 3/4"x60" MARVIN MULLED UNIT PERM.APPLIED EXT.w15PAGER BAR-WHITE z N'n TIMBER RAFTERS: SIMPSON HL43 ANGLES w/3/4" LAG SCREWS (2) SHEAR WALLS TO BE CONTINUOUS FROM POST TO POST OF TIMBER FRAME o z � DOOR SCHEDULE PERM.APPLIED EXT.w15PAGER BAR-WHITE 2 ANGLES AT EACH RAFTER ID 6x8 PLAlL BEAM. (BY HABITAT) THE MAXIMUM OF 24'-6" OF WALL LENGTH FROM EDGE. F 10 o'r LABEL OTl' WIDTH HEIGHT RIO MANUFACTURER DESCRIPTION GRILLES TIMBER PLATE BEAMS: MINIMUM 2-12" TIMBER SCREWS AT EACH END (3) ANY WINDOW BETWEEN 4 FT. AND 2 FT. FROM CORNER U s Z 3068 DO-684FG9 R 1 36' 82" -381/2"x8212"JELD-WEN 604 EXT.HINGED-3068 DG- FG9 R PERMANENT WHITE INTO 11MBER POSTS BELOW AT LOCATION S;iUWN ON PLANS SHALL REQUIRE AN 8'-0' LONG SHEAR WALL. '�(n 0 u 0 a W 60611E 1 72 5/8• 82" —73 5/8"x821/2"ANDERSEN EXT.SLIDER-GLASS PERM.APPLIED EXT.w15PAGER BAR-WHITE FLOOR FRAME: (ALL CONNECTORS BY HABITAT) (4) SEE SPECIAL NOTES AT 6' & 10' DOOR OPENINGS 'dy z z 0- MARVIN =0 3 C TIMBER PLAIE BEAMS: MINIMUM 2-12" TIMNE 5 SHEAR WALL ON UPPER LEVEL SHALL BE STACKED �0 z¢z -N?�i R SCREWS AT EACH END UNLESS SPECIALLY DESIGNED BY THE ENGINEER. a o g-g '"- INTO TIMBER POSTS BELOW AT LOCATIONS .iHOWN ON PLANS o F a o CL o o w EXTERIOR FINISH NOTES, GRAPHIC SCALE (6) SEE NOTES BELOW FOR SHEATHING NAILING DETAILS. ¢ 25 c ti TIMBER FLOOR JOISTS: MINIMUM 2-12" TIMBER SCREWS AT EACH END o 0 o u o s o 1x12 FASCIA & ix4 TRIM INTO BEAMS & GIRDERS BELOW AT LOCATIONS SHOWN ON PLANS FOUNDATION: ALL FOUNDATION ANCHORS BY OTHERS w z w z w 0 1 2 3 4 ( ) InZ w 5 N Samx- lx12 FRIEZE w/ CONVENTIONAL FLOOR JOISTS: 16d COM6!ON NABS PER CODE PROVIDE SIMPSON SDHDBRJ GALVANIZED ANCHOR STRAPS 5 0 5¢S o o o x4 FRIEZE BOARD ® w w w,w o 5 4x4 WINDOW AND DOOR TRIM 1/4" = 1'-0" FLOOR PLYWOOD: Bd COMMON NAILS W 9" o.c. TO 2x8 JOISTS AT ALL CORNER LOCATIONS SHOWN ON FOUNDATION PLAN �¢m w Ix <s/ SECURED ACCORDING TO MANUFACTURERS SPECIFICATIONS. r ¢ 5/4x6 CORNER BOARDS 5/8"x12" ANCHOR BOLTS ®40" o.c. AND 12" FROM ALL CORNERS CEDAR CLAPBOARD SIDING 4" EXP.-OLYMPIC SOLID BODY STAIN, CEDAR COLOR OK TO UPSIZE CORNERS TO SIMPSON LSTHDBRJ ANCHOR STRAPS OMA TRIM-OLYMPIC SOLID BODY STAIN, WHITE SHINGLES-GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES-WEATHERED WOOD 'o 44'-0„ a IZ - IZ e S J. a N - mU 8'-3" TOP OF LIVING DINING PLATE BEAM HEIGHT ti _.-- --------------- ----- _-_� - ---- --- - --_-_-12 ---- --~ ------- Z w 8-0 TOP OF PLATE BEAM HEIGHT 4 _ --- a _REAR ELEVATION ® � — -__s ___==---5 _-_ ® ® == —_Z - _ _=<_ - __==_=a _ 0 ----------- - --hJ: 0'-0 MAIN LEVEL FLOOR HEIGHT --- --------- -_ ------_---_ _---_- -- -- 2813 BY OTHERS 2813 BY OTHERS - f \g "11-1 0 25-1 91, L 16'-5" TOP OF ROOF HEIGHT --------- - - r1 - _ �__ �---- FROM MAIN LEVEL SUBFLOOR - rj _--------------•--- �:.�`�.``, ". "�_•_i � i x - � I H Z L1 00 4 Z i7- O K N wo 8'-3" TOP OF LIVING DINING PLATE BEAM HEIGHT U _ _a Z -0 TOP OF PLATE BEAM EIGHT ------ '- --- ---- _ _ j)f In O ZN Z�- Z ---- CL Z W d'M -N_ SN z504 04 - O �U fV u W Q `T CL LL 0'-0" MAIN LEVEL FLOOR HEIGHT _ a m U o ------------- O W O=Oi C -2'-4" GRADE LEVEL o z z 2813 BY OTHERS 2813 BY OTHERS o C a d in aoQ WALL SHEATHING: ROOF SHEATHING: '' LEFT S i D E ELEVATION WALL SHEATHING SHALL BE 1/2" MINIMUM STRUCTURAL PANELS ROOF SHEATHING SHALL BE 5/8" MINIMUM STRUCTURAL PANELS a W WALL SHEATHING SHALL ATTATCHED VERTICALLY WITH MINIMUM 8d NAILS ROOF PLYWOOD SHALL BE ATTACHED WITH MINIMUM 8d NAILS NAILING SHALL BE IN ACCORDANCE WITH TABLE_R602.3 (1) AND BELOW (1) MINIMUM 6" o.c. ALONG THE EDGES c z(1) AT THE TOP PLATES OR PLATES, THE SHEATHING SHALL EXTEND WITHIN THE PERIMETER EDGE ZONE. a W a FROM THE TOP OF THE TOP PLATE TO A MINIMUM OF 8' BEYOND = o BOTTOM OF THE BOTTOM PLATE-FLOOR CONNECTION. (2) MINIMUM 6" O.C. AT INTERMEDIATE SUPPORTS o o a A MINIMUM OF 4 NAILS SHALL BE USED AT EACH STUD FASTENING WITHIN THE PERIMETER EDGE ZONE ado C m m a-p :'r•' AND EDGE-NAILED AT EACH PLATE ®6"a.c. (3) MINIMUM 4" O.C. ALONG THE GABLE END WALL \ gx o a i (4) MINIMUM 6" o.c. ALL OTHER AREAS(2) AT THE BOTTOM OF THE WALL ASSEMBLY TO THE FOUNDATION SILL ALL SHEATHING EDGES WITHIN THE 4 FT. PERIMETER EDGE ZONE m� o W m PLATE THE WALL SHEATHING SHALL BE CONTINUOUS FROM A POINT SHALL BE BLOCKED WITH 2z3 MINIMUM INCLUDING THE RIDGE LINE o z�<� 16" ABOVE THE TOP OF THE BOTTOM WALL PLATE TO THE BOTTOM AND SOFFIT/FASCIA AREA. VENTILATION SHALL BE MAINTAINED y o m OF THE FOUNDATION SILL, WITH A MINIMUM OF 4 NAILS AT EACH CONTINUOUSLY FROM SOFFIT VENTS TO RIDGE VENTS STUD, FIELD NAILED AT 6" o.c. AND EDGE NAILED TO THE n w m y n a p FOUNDATION SILL PLATE AT 6" o.c. �zlIn Ccn W N y - z 44'-0,. 9., 000�o �Wzp Z C- W Z W?SSW 3 U p W W W a L l O O 16'-5" TOP OF ROOF HEIGHT FROM MAIN LEVEL SUBFLOOR - - - _--- ---�i-� -- - y o:o 0 0 �m<s LL L `V a -�- W L'J = �L 4 L M 8'-3" TOP OF LIVING/DINING PLATE BEAM HEIGHT O -0 TOP OF PLATE BEAM HEIGHT ----- ------------------------ ---------- n W --------------- ----- ------------------------ FM® N O 11..1 9 e M czi w uj pLu `�c Z Z O O W = y --a O C G O � IU O _ 0'-0' MAIN LEVEL FLOOR HEIGHT - - r Z N -2'-4" GRADE LEVEL I-� 2813 BY OTHERS GO 4 RIGHT SIDE ELEVATION �o ^ �D IN o N c 25-1 44'-0" 10'_0'• 3 _ 2 STANDARD SHEAR WALL NOTES: 1/2" - 5'-4" 12'-10 1/8" 13'-3 3/8' 3 1 ' :,1 ,•^ ..•..;,• / � SHEARWALLS TO BE 1/2" CDX PLYWOOD „ �r ,� ,`; I• w/8d RINGSHANK NAILS ®6" o.c. ', .`b.; ,_-;���._%( 6'-0 1 2' 2'-8" 6'-2 1/2" 6'-7 5 8 6'-6 7/8" 6'-8 1/2° AND SOLID BLOCK ANY OPEN SEAMS �7 -11' 2'-8' / " INSIDE TO BE 1/2" GWB/PLASTERBOARD 'd `xx K/J KING & JACK STUDSn . m MARVIN CN2424/ 7MARMN6T MARVIN CN2440 MARVIN CN3026-2 — - F- Z "t 2/� MARVIN CN3026-2 2/1 L--_--J 3/1 Z O o n U M o 1 1 ` N I o Z � N s / � I N z n ~ Fl f •. 3 I a0 /� z O CL Z MASTER5' BATH KITCHEN j o F- O OO 12'-4" x 10'-7" I I I W p h N a_ m I W QI °O O Z (J 0 Q czi MASTER BEDROOM I Q,3 1 z 1T'-9" x 15'-9" t o 3/1 z N I Q O O N a 2468 2 8 � '� g ,- �+' BUILT-INS a z C n N BATH N1 I DINING N N r1'-a•x 4'-10• m I 13'-6" x 20'-7" 1 n 2'-3" DECK 5; c 9 o o g I CA rHEDRAL CEILING w/COLLAR TIES 9'-10" x 20'-0" Lu a-m~ z °° S WIC c0 O LINEN i oo a w a d �¢ 4'-8" x 6'-1' ° O DOWN o a0 \ 0 286E 2 668 I °D SD a n W I m =oaz I HALL 'n 18'-3"-x 9'-O" SD I "a o 0 0 0 `•' 306 2868 2666 O p N N o O O�'o K O�� (n • F\z\ !. SD -SD <,in x o 3 N 12'_3,. 1 /8' ._5 3/8" 13'-8 1/2" n 0 ZZ N Z= O I Q O z z J Z N z LIVING Faaa zaN= BEDROOM #1 I a 13'-4" x 22'-9" 12_ I p CATHEO AL CEILING w/CCLLAR TIES HZ S Z S Q S o o o � I o ��rr�� yaa ENTRY 5 5'-2" x 12'-1'I �g STUDY ❑ �. o - t cv .W-11" x 12'-0" co .1 it c 10 7 a^ ag MARVIN CN3026 MARVIN CN3026 3068 DOOR " DO-6B FG9 R `01 W o a n °^ 6'-0 1/4" 1/4" 5'-1 3/4" 7'-6 1/4" 2'-8" 2'-5" • 3/1 U O z N W 3 1/2" 11'-11 1/2" 12'-8" 5'-1" S I W DJ N W % C) PORCH N O "' 29'-10" x 7'-10" 3 21 c � DOWN I _.__ O ° MARVIN CN2424 CN2440-CN2424/ W MARVIN CN2426 CN5258-CN2426 MAIN LEVEL FLOOR PLAN z U pWq Q 10'-0" 10'-O" 10'-0" 7'-0" _7'-0" F-I i ABITAT FRAME NOES: :44'-0'• ULL EXPOSURE WALL SYSTEM EAMED ROOF SYSTEM w/ R, COLLAR TIES OVER LIVING AND DINING Q LASTER AND ACCENT BEAM ROOF SYSTEM OVER REMAINDER LAT LINER ROOF SYSTEM OVER PORCH ' x6 & 6x6 POSTS AND 6x8 PLATE BEAMS FOR PORCH v N n 25-1 M r 0 BULKHEA - 44'-0" 10,_0„ .;`i.,,,:•.. j - J 6'-6.I 7,_0. 0.17 13-0 .' t I I . 30 8 I 2OTHERS 2813 g OTHERS OI _ o O O I I z ►_ I N o m < Z I fi i Q m .I i `ol -J Z 12'-3" 11'-6" 6'-7" 13'-6" N m I F- O 2a O r� I U m N N9 I LIB O o N I (L L. I I < 4' CONCRETE FILLED LALLY COLUMNS I o I I � J I N O mfW.iO� 00 GO I Ul X sD CO I n za�< M j o O P H�oG I �o I o z tZ a a �z fifl fi. titm 4" CONCRETE FLLED LALLY COLUMNS I w m w O N I (Y Q W m N J O H "' a0 BASEMENT co ao O 42'-4" x 34'-4" ----- - -J N Coy LINE OF DECK ABOVE � W o Q z O \J J O W N t I 0 0 0 p W Q a OOUf� yT1 =s 4" CONCRETE FILLED LALLY COLUMNS F� UN\rn\ WOmm N O U \^ O Z O 306E 'nwoo0 12'-3" 12._7" 5'-6" 13._8,. (n1A Ji =t O \ Z Z SA M W oFaaQa WWzw QQ O VI Z V1 cn K 0=~ S� 0 K�KE K =W Q S _ N m 4& M N UTILITY 0 12'-7" x 19'-5' 1 n n o U 0 N n I rn fn O �O op i 0 11 p .-1 s 9 ip O I I m z W�^ co ^ I M W W N W v I N o I U) O v' II °' 1u = e r G11-------------OLINE OF PORCH ABOVE -- - O ------------� O W Z 6 LOWER LEVEL FLOOR PLAN 9-6 10'-0" 9._0., 1_0,. F C) 30'-0., .� 44'-0" Nor' 25-I ROOF SYSTEM R-42 �`�~ ' �'`I GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES 15#ROOFING FELT o/ 0 RAKE LADDER w/ ROOF SYSTEM 1/2" CDX PLYWOOD o/ 2x1 20 &RAKE RAKE TRIM w/ GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES 3-2' FOIL FACED INSULATION o/ HALF-LAPPED RAFTERS 15 ROOFING FELT o/ 15#ROOFING''FELT o/ A AT ROOF PEAK w/ H Z 1x12 SOFFIT TRIM w/2x4 NAILER 5/8" COX PLYWOOD o/ 2x6 T&G PINE ROOF DECKING o/ 4-4" TIMBER SCREWS O O w/1x4 FRIEZE BOARD 2x12 RAFTERS ®24" o.c. 6x8 RAFTERS.®4'-0" o.c. CONTINUOUS RIDGE VENT COUNTERSINK & PLUG Z�7_ N Z � 202 LID BLOCP NG AT 1 4'x14" L. RIDGE B ARD 12 v~) 48' o . AT END BAYS w/ SIMPSON L A18 STRA TIES CL Z OF R F SYSTEM AT ACH RA R PAIR AT PEAK o O 2x12 RAF ER BLOCKI G AT 48' .c. OVER 2x RAFTER N LER a -- - CL La O °J 6 4"x12" LA INATED PU LINS 2x10 BEVELED HEADER 4" w/ 102 & Ix4 TRIM lx12 SOFFIT w/ m i CEILING (BY O ) 2x4 SOFFIT NAILER o 2-6" IBERGLASLAS INSULATIO (R-42) 1x4'FRIEZE BOARD N 6 MI POLY VAP BARRIER / 6x8 COLLAR TIES®4'-0" o.c. - in o w z m 10 'RAPPING A 1/2" DRYI ALL 2x12 CEILING ISTS 0 24 o.c. 2-A155 TIMBERLNX CONNECTORSmuffi W o 0 � � ' S 1/2° RIGID INSULAT co ZZ \ MAWS i 2" BEVELED BLOCKI o ,�4� N < 6x8 PLATE BEAM 6x8 PLATE BEAM C "a 2x4 RAFTER NAILER 6x8 PLATE BEAM BEYOND z tO ^ 2x4 NAILER m 12'-3" 12'-7" 5'-5 1/2" 13'-8 1/2" 0 EXTERIOR WALL R-20 WALL PANELS: 3 z 60 PURLIN POSTS 7x8 PURLIN POST 7x8 PURUN POST 2x4 STUDS ®16" o.c. 6x6 POSTS v t- w/1/2" COX PLYWOOD 7x10 NOTCHED w/1" FOAM INSULATION R-5 `j n C o oa a s PURLIN POST w/1/2" COX PLYWOOD c ^ c w 6x6 POST BEYOND DOW WEATHERMATE HOUSEWRAP 1. 1/2x6 CEDAR CLAPBOARD SIDING ? ^ cocoon c W FIBERGLASS INSUL R-15 (BY OTHERS) UvcNi�� 2x10 SOLID BLOCKING AT 6 MIL POLY VAPOR BARRIER (BY OTHERS) 200 SOLID BLOCKING AT n�n o 48" o.c. AT END 2 BAYS 1/2" DRYWALL(BY OTHERS) 48" o. AT END 2 BAYS ���•• o o 0 OF FLOOR SYSTEM OF FL OR SYSTEM `v SOLID BLOCKING SOLID BLOCKING 2x10 JOISTS 016" o.c. SOLID BLOCKING SOLID BLOCKING 2x10 JOISTS 016' o.c. SOLID BLOCKING „\s UNDER POSTS UNDER POSTS w/3/4" T&G PLYWOOD UNDER POSTS UNDER POSTS w/3/4' T&G PLYWOOD UNDER POSTS c n siisiiiii 2x10 END JOIST ( 2x10 END JOIST 77�^i Qzz o c N o of N 200 TREATED SILL w/5/8'x12" 3-1 3/4" x 11 1/4" L.V.L 2x10 TREATED SILL w/5/8"x12" - as a o a 3 cs o N t \ ANCHOR BOLTS ®40" o.c. BUILT UP GIRDER ANCHOR BOLTS ®40' o.c. \ ww w o w o mo P SIMPSON LCC5.25-4 SIMPSON LCC5.25-4 sno. ti 'a a c 555�5 LALLY COLUMN CAP LALLY COLUMN CAP ww w o w a 12'-3" 12'-7" 05'-6" 13'-8" o:o:o:w a _ c 15 RISERS 07 5/8" FOUNDATION NOTES: (9' HIGH HOUSE WALL) Q i1 14 TREADS ®9" 10' POURED CONCRETE WALLS w/ \ \ 4" CONCRETE FILLED - HANDRAIL TO CODE 4" CONCRETE FILLED 2-#5 REBARS CONTINUOUS ®TOP OF WALL w/ i LALLY COLUMN (BY CONTRACTOR) LALLY COLUMN #5 REBARS®48" o.c. BOTH WAYS o/ io 20" WIDE x 10' DEEP CONTINUOUS CONCRETE FOOTINGS io os w/2-#5 REBAR CONTINUOUS m TO MINIMUM 48" BELOW GRADE 4" CONCRETE FILLED 4" POURED CONCRETE SLAB IN BASEMENT w/ .n LALLY COLUMN #10 6x6 WELDED WIRE MESH w/ � 4' POURED CONCRETE SLAB w/ 5/8"x12" ANCHOR BOLTS ®40" o.c. t o #10 6x6 WELDED WIRE MESH o/ AND ®ALL CORNERS w/ALL MASONRY 6 MIL POLY VAPOR BARRIER OFENINGS TO BE DETERMINED AT JOSSITE ,u al 0' x 3' 0' x 1' 0' DE O ( O :.•;. 20' WIDE x 10" DEEP "^�^""�� CONCRETE FOOTINGS w/ 20' WIDE x 10" DEEP Lu = BA CON'.1N000S CONCRETE FOOTINGS 3—#5 REBARS EACH WAY CONTINUOUS CONCRETE FOOTINGS OL p 4" FOOTING DRAIN w/2—#S REBARS CONTINUOUS - w/2—#5 REBARS CONTINUOUS 4" FOOTING DRAIN o/ B CRUSHED STONE TO A MINIMUM 48" BELOW GRADE TO A MINIMUM 48" BELOW GRADE o/ CRUSHED STONE Z w/ CKFlLL FABRIC w/BACKFlLL FABRIC W_ � Z � � Q o� ` TYPICAL CROSS SECTION o a n E"i o o N 25-1 ':ill\�'� _•..1.. '+; 00 CONTINUOUS RIDGE VENT Z 1 3/4"04' L:V.L. RIDGE BOARD j SIMPSON LSTA18 STRAP TIES AT PEAK ROOF SYSTEM In ::) w SIMPSON LSTA18 STRAP TIES i / � GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES Z W AT EACH RAFTER PAIR AT PEAK 15Q ROOFING FELT o/ g F- 202 RAFTER BLOCKING AT 2x4 �AILER — 5/8" COX oLYW00D o/ fN INTERMEDIATE BEARING POINTS = 2z12 RAFTERS ®24" o.c. Z 2x4 RA ZAILER w/ 0 22'-0" — SIMPSON H2. R CLIP 22'-0" _ 0 6 3/4"x12" _ 2z4 RAFTER NAILER w 2x12 RAFTER BLOCKING AT a I SIMPSON H2.5 RAFTER CLIP LAMINATED PURLIN ^ W o 12 6 3/4"x12" INTERMEDIATE BEARING POINTS L. 4 LAMINATED PURLIN 2x10 BEV. HEADER CEILING (BY OTHERS) 2x4 RAFTER NAILER w/ w/lx12& Ix4 PRIM 2-6" FIBERGLASS INSULATION (R-42) SIMPSON H2.5 RAFTER CLIP a 1x12 SOFFIT w/ 6 MIL POLY VAPOR BARRIER w/ 2x4 BEARING WALL o W o 2x4 SOFFIT NAILER 1x3 STRAPPING & 1/2" DRYWALL 2x12 CEILING JOISTS ®24" o.c. 2x6 CEILIN o G w/ o �-xe m 1x4 FRIEZE BOARD 2x6 JOIST HANGERS p n tx6 T&G CEDAR SOFFIT io ZZ _ a N p a SIMPSON HB RAPIER TIE LAP CEILING JOISTS AT BEARING WALL 6x8 PLATE BEAM ! 6x8 PORCH PLATE BEAMS m a 0 RAFTER TO PLATE PROVIDE MINIMUM 6-12d/16d NAILING w/1x4 RAFTER NAILER - I i 6x8 PLATE BEAM 2x4 NAILER a o 2x4 NAILER 14'-10" 8'-8" 12'-6" 8'-0" - m - W N 9' EXTERIOR WALL R-20 9„ N a W ' WALL PANELS: = w N p 2x4 STUDS ®16' o.c. a W a w/1/2" COX PLYWOOD 6x6 POSTS - F• w/1" FOAM INSULATION R-5 2x4 BEARING WALL 20 BEARING WALL o = < ;5 o a a n w/1/2" CDX PLYWOOD I 46 & 6x6 PORCH POSTS \ o m xe p a DOW WEATHERMATE HOUSEWRAP 7x8 PURLIN POST 7x8 PURLIN POST w/CONNECTOR AT BASE c s o x n 1/2x6 CEDAR CLAPBOARD SIDING FIBERGLASS INSUL R-15 (BY OTHERS) c 6 MIL POLY VAPOR BARRIER (BY OTHERS) Qu c) o o>W 1/2" DRYWALL(BY OTHERS) �R� le o m 6x6 POSTS \\\o N W C N SOLID BLOCKING SOLID BLOCKING 2x10 JOISTS®16" o.c. SOLID BLOCKING SOLID BLOCKING 2x8 P.T. JOISTS o0 0 n UNDER POSTS UNDER POSTS w/3/4" T&G PLYWOOD UNDER POSTS UNDER POSTS ®16" ox. w/ � < T 5/4x6 DECKING ro =j j-v) o p W= x IM at L - f%I t%1 f%1 N N_ \ 1 N I 2 0 ww'z_, z_c^'p .. F= W[L W rn _ 2xIO TREATED SILL w/ 3-1 3/4' x 11 1/4' ! 3-1 3/4" x 11 1/4" 2x10 TREATED SILL w/ a a a F LV.L. BUILT UP GIRDER 2x8 P.T. NAILER 4-2x8 P.T. BUILT a oo o a o p \ 5/8"x12" ANCHOR BOLTS L.V.L. BUILT UP GIRDER ''! 5/8'x12" ANCHOR BOLTS ww w o w p o 0 0 ' ®40" o.c. SIMPSON LCC5.25-4 SIMPSON LCC5.25-4 ®q0• o,c, w/JOIST HANGERS UP GIRDER/HEADERS N LALLY COLUMN CAP LALLY COLUMN CAP / S S S 5 a w CONNECTOR a wwwow cr 3'-10" 8'-8" 12'-6" mixw¢ 10"0 CONCRETE FILLED o100 FOUNDATION NOTES: (9' HIGH HOUSE WALL) BUILDERS TUBES w/ I I 10" POURED CONCRETE WALLS w/ 2-#5 VERTICAL REBARS * d o n 4" CONCRETE FILLED 4" CONCRETE FILLED 4' CONCRETE FILLED 2-N5 REBARS CONTINUOUS ®TOP OF WALL w/ OVER 20"0 x 10" DEEP n i LALLY COLUMN LALLY COLUMN LALLY COLUMN #5 REBARS ®48' ox. BOTH WAYS o/ CONCRETE FOOTINGS TO � � 3� ro 20" WIDE x 10" DEEP'CONTINUOUS CONCRETE FOOTINGS MINIMUM 48" BELOW GRADE ol w/2-#5 REBAR CONTINUOUS o TO MINIMUM 48" BELOW GRADE 4" POURED CONCRETE SLAB IN BASEMENT w/ r� #10 6x6 WELDED WIRE MESH w/ ATTACH DECK NAILER TO HOUSE w/ 5/8'x12' ANCHOR BOLTS 040" o.c. 1/2"x5' ..ALVANIZED LAG SCREWS o 0 SPACE LAG SCREWS AT 16' o.c. AND ®ALL CORNERS w/ALL MASONRY 2" FROM TOP & BOTTOM OF NAILER Dim m 4' POURED CONCRETE SLAB w/ OPENINGS TO BE DETERMINED AT JOBSITE n STAGGER PATTERN TOP AND BOTTOM //10 6x6 WELDED WIRE MESH o/ PLACE LATERAL LOAD CONNECTORS W 9 e AS REQUIRED AT EACH END OF DECK U W 6 MIL POLY VAPOR BARRIER INSTALL AS REQUIRED BY CODE L W M PER MANUFACTURERS INSTRUCTIONS N c o 3'-0" xJ3'-0" x 1'-0" DEEP u' 20' WIDE x 10"DEEP �^^' ^ CONCRETE FOOTINGS w/ 20' WIDE x 10" DEEP D-J = CONTINUOUS CONCRETE FOOTINGS 3-#5 REBARS EACH WAY CONTINUOUS CONCRETE FOOTINGS 4" FOOTING DRAIN w/2-#5 REBARS CONTINUOUS w/2-#5 REBARS CONTINUOUS 4" FOOTING DRAIN � o/24' CRUSHED STONE TO A MINIMUM 48" BELOW GRADE TO A MINIMUM 48" BELOW GRADE o/24" CRUSHED STONE 5� 0 w/BACKFILL FABRIC w/BACKFILL FABRIC W_ I, Z W < U PCi SECTION @ KITCHEN / BEDROOMS / PORCH F 0 N n � p NN" 25-1 - O ROOF SYSTEM R-42 �'�\i " GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES 15#ROOFING FELT o/ 1/2" CDX PLYWOOD o/ 2x10 ROUGH RAKE w/ 3-2" FOIL FACED INSULATION o/ 2x10 ROUGH RAKE w/ tx12& 1x4 R1KE TRIM w/ 15#ROOFING FELT o/ tx12 & tx4 RAKE TRIM w/ Z Jx12 SOFFIT TRIM w/2x4 NAILER 2x6 T&G PINE ROOF DECKING o/ tx12 SOFFIT TRIM w/ 2x4 NAILER O _O w/1x4 FRIEZE BOARD 6x8 RAFTERS ®3'-10" & 4'-0' o.c. w/tx4 FRIEZE BOARD Z N U 1n :D --- - - -1' --- - - -- — ----- - - --- ---_ - gz � O _U 4'-3 7/8" 3'-10" 3'-10" 3'-10" 3'-10" 3'-10" 4'-0" 4'-0" 4'-0" 4'-0" 4--6 1/", ro � 9,. =i 9,1. \ CC CC O J L L i N I d L. � I r 6x8 CO R TIES ®3'-10" & 4-0' o.c. N O W Z m 2" BEVE E BLOCKING `i— n 6x8 PLATE BEAM 6x8 PLATE BEAM BEYOND _ 6x8 PLATE BEAM j1 tii C cj a z 2x4 NAILER a `o w ==C 6x6 SIDEWALL POSTS \_ � m 8'-1 7/8„ 7'-8" 7'-8" 12'-0„ I 8'-6 1/8" ! r o_ u x EXTERIOR WALL R-20 c S a y m WALL PANELS: 6x6 POSTS ' 6x6 CORNER POST 6x6 SIDEWALL POSTS BEYOND 6x6 SIDEWALL POSTS 2x4 STUDS ®16" o.c. ¢ a W w/1/2- COX PLYWOOD co a a a t- I w/1" FOAM INSULATION R-5 w/1/2" COX PLYWOOD c w DOW WEATHERMATE HOUSEWRAP C 1/2x6 CEDAR CLAPBOARD SIDING ^ o 0 o rn o w m FIBERGLASS INSUL. R-15 (BY OTHERS) �c�jcNi�s 6 MIL POLY VAPOR BARRIER (BY OTHERS) 1/2' DRYWALL(BY OTHERS) ��o\� c =o - N \\\ON W�N SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING SOLID BLOCKING 200 JOISTS®16' o.c. SOLID BLOCKING - SOLID BLOCKING - o00 =0 3 C UNDER POSTS UNDER POSTS UNDER POSTS UNDERMAMMA POSTS w/3/4' T&G PLYWOOD/) (\ UNDER POSTS UNDER POSTS n c�z pE �fN' CG1A .4•• I I I I M I 1 I )i � \ Ljwlr < zW�a 2x10 TREATED SILL w/5/8"x12' 3-1 3/4" x 11 1/4' LV.L. 3-1 3/4' x 11 1/4" L.V.L. 3-1 3/4' x 11 1/4' L.V.L. �,` 2x10 TREATED SILL w/5/8'x12" N a, aaa F a =H - ANCHOR BOLTS ®40" o.c. I• BUILT UP GIRDERS w/ BUILT UP GIRDER w/ BUILT UP GIRDER w/ ANCHOR BOLTS ®40' o.c. \ N w o w c o�o SIMPSON LCC5.25-4 SIMPSON LCC5.25-4 SIMPSON LCC5.25-�4 mot^m z m Sww:,LALLY COLUMN CAP LALLY COLUMN CAP LALLY COLUMN CAP wwwow 8'-2" 6'-8" 8'-8" 12'-0" 8'-6" x¢z w w 0 FOUNDATION TES: (9' HIGH HOUSE WALL) 10" POURED CONCRETE WALLS w/ ^ N 4" CONCRETE FILLED 4" CONCRETE FILLED 4" CONCRETE FILLED LALLY COLUMN LALLY COLUMN LALLY COLUMN 2-#5 R B RS CONTINUOUS ®TOP OF WALL w/ .i �./ #5 REBA RS ®48" o.c. BOTH WAYS o/ eo 20" WIDE x ff DEEP CONTINUOUS CONCRETE FOOTINGS m w/2-# EBAR CONTINUOUS TO MINI 48" BELOW GRADE h 4" POURED NCRETE SLAB IN BASEMENT w/ M #10 6x6 WELDED WIRE MESH w/ c o 5/8'x12" k C IOR BOLTS ®40" o.c. m 4' POURED CONCRETE SLAB w/ AND ®A CORNERS w/ALL MASONRY vo #10 6x6 WELDED WIRE MESH o% OPENINGS L J BE DETERMINED AT JOBSITE l 9 m 6 MIL POLY VAPOR BARRIER U ILJNov _ „•x 3'-0' x 1'-O" DEEP• � . ._.3 O .'.i.r.. Q 0 CONCRETE FOOTINGS w/ LLJ = 20" WIDE x 10" DEEP 3-#5 REBARS EACH WAY CV/4" FOOTING DRAIN 3'-0" x 3'-0' x 1'-0" DEEP 20" WIDE x 10" DEEP 4" FOOTING GRAIN _ o/24" CRUSHED STONE CONTINUOUS CONCRETE FOOTINGS CONCRETE FOOTINGS w/ CONTINUOUS CONCRETE FOOTINGS a/24" CRUSHED STONE O �-��+++ w/BACKFILL FABRIC w/2-#5 REBARS CONTINUOUS 3-#5 REBARS EACH WAY T w/2-#5 REBARS CONTINUOUS w/BACKFILL FABRIC W H TO A MINIMUM 48' BELOW GRADE TO A MINIMUM 48" BELOW GRADE Z cn W LONGITUDINAL SECTION @ GREAT ROOM o a 11 �p o N 0 25-1 6._6" 17'-6" 13,_0" 7'_o•' SIMPSON SIMPSON SDHD8RJ SDHD8RJ r --------------------------------------------------- -- -------- LINE OFPORCHABOVE ------ �� I— Z / 0 00 r------NOTE---------------------------------NOTE: ----------- ---------1 Z [`- I I SIZE AND LOCATION BASEMENT/VENT WINDOW I I I I N U OF BULKHEAD TO BE LOCATIONS TO BE I I a I Z I DETERMINED AT JOBSITE DETERMINED AT JOBSITE `O I BY CONTRACTOR BY CONTRACTOR `j I I _7 0 I I I I o a � I 12'-3" 11'-6" 6'-7" uo 13'-8" I I Z I I o I m FF- UO �- BEAM POCKET I \i O M. I �- I N a w m I 1m WpA n I BEAM POCKETS(7-TYP.) I I I I I I I I o W z m I m o I 18' WIDE x 11" HIGH x 4" L_ J L_ J i I I INTO FOUNDATION WALL FOR _ _ _ a 3-1 3/4' x 11 1/4" LV.L r- -, r r" T I 1 a o o fn o y I I I I I I I 1 I BEAM POCKET j I t o o 6i I I I I 1 I I 1 I I I j Z aim I L_}_J L_ _J L_}_J I I � W W o I 1 I I (n c o o N I 1 CONCRETE FOOTINGS (9-TYPICAL) I I I I a N o I 1 I 3'-O" x 3'-0" x 1'-O" DEEP m 1 w/#5 REBARS ®12" EACH WAY eo 1 i co / o J a10 W a o --- l \ o o a ---- o I I 10" CONCRETE FILLED BUILDERS TUBES o N J C? I I w/20" x 10' DEEP FOOTING I 'n o 0 0 �w , I TO MIN. 48" BELOW GRADE (3-TYP.) o to 1 I I I I I I I BEAM POCKET I I 6i '47 o I BEAM POCKET I 1 I I i I I i I I I F L_ -J L_ _J I t2 aN3N I I n ••!ii•• o I I I I zzdz Inez, I 12._3' 12._7" 5._6" 13•_.8" I I o o ag a ag co w F I I �ioz�i 3�oN I I Inz ln�ln I o zwo¢I�.¢ Naas I 1 NOTE: � I I N I 1 BASEMENT/VENT WINDOW I I ~ a I 1 LOCATIONS TO BE 1 I I DETERMINED AT JOBSITE I o I I BY CONTRACTOR I I rvSi 1 1 t- w I I `O I 1 lJ___ a I N I 1 I LBEAM POCKET BEAM POCKET' 1 it----------=---------------------------------- � p SIMPSON I I I c o ml SDHD8RJ 1 I NOTE: I 1 v 10' CONCRETE FILLED BUILDERS TUBES 1 BASEMENT/VENT c=i 1 w/ 2-#5 VERTICAL DOWELS FULL LENGTH 1 I WINDOW LOCATIONS I I Lu 9,o TO BE DETERMINED I U o D CC' I BUILDERS TUBE TO FOOTING OK TO WET-SET I I 1 ,, I o.I o/20" x 10" DEEP FOOTING I I AT JOBSITE I Z W N W a `o p I TO MIN. 48" BELOW GRADE (4-TYP.) I I BY CONTRACTOR I ' U-i a Lu = -L �y m ------------ -� W_ H ----------- -------------------- LINE OF PORCH ABOVE FOUNDATION P LA N SIMPSON SIMPSON Z N SDHD8RJ SDHD8RJ r U 00 • FOUNDATION NOTES: (HOUSE 9' HIGH WALLS) 6" 9'-6" 10'-0" 9'-0" 1'-0" t0a POURED REBARS CONCRETE 2-#5 RECONTINUOUS T TOP OF WALL w/ H ` y5 REBARS ®48" o.c. BOTH WAYS o/ 0 20" WIDE x 10" DEEP CONTINUOUS CONCRETE FOOTINGS 30'-0" 14..o" w/2-#5 REBAR CONTINUOUS a TO MINIMUM 48" BELOW GRADE �.� 4' POURED CONCRETE SLAB IN GARAGE 44'-0" w/Q10 6x6 WELDED WIRE MESH .. 5/8"x12" ANCHOR BOLTS ®40" o.c. AND ®ALL CORNERS v INSTALL A MINIMUM OF TWO (2) BOLTS PER PLATE SECTION I.1 NOT MORE THAN 12" OR LESS THAN SEVEN (7) BOLT DIAMETERS c \n FROM EACH END OF THE PLATE SECTION • ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE g o 52 25-I SOLID BLOCKING 2-2x10 HEADER SOLID BLOCKING 2x10 HEADER w/ 4-2x10 JOISTS UNDER POST LINE UNDER ALL POSTS OVER BULKHEAD UNDER ALL POSTS 200 P.T. SILL UNDER AT EDGE OF BEAMED ROOF AREA 1 200 P T. END JOISTS Z O O S4 'ID I LOCING Z Ul DER ALL OST (� N Z N BRI GIN ®h DSP N Q CL Z SR )GINi ® IDSP N O cP cP�P�P cJ=c1= -p-cS�' --- ~ V 3-1 /4 x 1 1/4 L.V QN BUIL UP GIRD R U IDER 0 'a 0 Ld O 3 3 " x 1 1 " L .L U DER ALL DST o B T GI ER ND o'W m a Q c0 m N x H O N m(Wj p� 2x10 HEADER z I a s ' N o W zc m I O O 0. cxi 3 c'� o z G SOL BL CKI SO B CKI G O O S L1D LOC NG x UND R A P STS UN R P STS x 2-2x10 HEADER 31, UNDER LL OST N N z t z S d �i I I g Qoa 3 z 16' 4" N 10 5" N 3- 3/ " x 1 1 L .L. a ? Cm -— BU T U GI ER ND o m gx O N O N I Mtn =r- �r=P-------ter= -- =r --a- z� o of z~ BRI GIN ® DSP N a H o n w°' B DGI ® IDS N 0 N m 10 IS ® " o w 3/ ' T PL OO 2x10 P T. END JOISTS � c<i O \J J J m " 3 3 " x 1 1 " L .L S DS D OCH G -a o��o c �� B Lk T GI ER ND U ER LL OS SO B CKI G 3- 3/ x 1 1 L I.L. UN R I L POSTS BUI T Ul GIR IER I ND �N n CA 0 �o3C zzz �Zgg� -.oEllo� o0 z_c- O i Q OZO 3cWiO^W 2x10 JOISTS CANTILEVERED vWi W�y _-� BRI GIN ®h DSP N BF DGI ® 4IDSI AN FOR GAS FIREPLACE EXACT S M 5¢5 c$S o o ¢SIZE TO BE DETERMINED BY a a w --+=r==f-�P=P w o =_� =r _�__��= I N fV CONTRACTOR AT JOBSITE `�a O O (J• I N SOLID 2x10 BLOCKING N �� ®48" o.c. FOR TWO BAYS I I T ENDS OF SO B CKI G SO B CKI G SO B CKI G S D LOCING FLOOR AWHEN THERE " ao UN R P STS UN R L P STS UN RAl P STS U DER ALL OST IS NO ATTACHED CEILING SYSTEM 3 3 x 1 1 " 4L. UNDER THE FLOOR SOLID 2x10 BLOCKING 2 8 P. N LER / [GES BU T U GI ER ND o M ®48" o.c. FOR TWO y �o W c BAYS AT ENDS OF o 3 z 4 m FLOOR WHEN THERE o B GIN ® IDS N 11J 3 �o IS NO ATTACHED Z =s bN o CEILING SYSTEM �' 2x8 .T. OIS ® C. I U UNDER THE FLOUR a /4xf I Ell RIOF DEC,,IING a m Q w c v UO N� D LCKkG SD LOCI �4 UJ = N LION B U ER ALL OST LL/ � O 4-2x8 P.T. GIRDER/HEADER 2x10 HEADER w/ W 200 P.T. SILL UNDER Z In Q W U Q MAIN FLOOR FRAMING PLAN c 44._0.. - @ i NN n E E 25-I " r � ' 5 d 12--10 1/8" 13'-6 7/8" •'II/� .•'�• •�\•'.. 3 1/2" 11'-11 1/2" 13'-3 3/8" 3 1/2" �. 1�r.�j\� r:• / 1 it •�� M' 2x4 WALL PANELS � Z N 6x8 PLATE BEAM w/ 6x8 PLATE BEAM w/ 6x8 PLATE BEAM w/ \ - Z O 12" TIMBER SCREWS 12" TIMBER SCREWS 12" TIMBER SCREWS N U Z F- IN3L� ;3 5.. p I z � m Q In I 0 my m1A p g m 700 NOTCHED g m a w cr I PURLIN POST a F w U F m a vl. W m CL lY a wx �xN � � m 12'-3" 17._9•. a F co W J d xN 6 3/4"x12" LAMINATED PURLINS m a m o o w/16" TIMBER SCREWS ,;e a0 z c oiz / 4x7 PURLIN POST / rc 6i C z"a 7x8 NOTCHED CONTINUOUS 7x8 PURLIN POST c) o c 7x10 NOTCHED CONTINUOUS PURLIN POST w/ PURLIN POST w/ 3:v z In 4-1/2'x6' LAG SCREWS 12" TIMBER SCREWS w O W W V W K Q N m G °D a. 6x8 PLATE BEAM wm x 0 ao aFRsq m ^ Cooaa m a 7x10 NOTCHED CONTINUOUS T iV m a F N. N 7x8 NOTCHED CONTINUOUS PURLIN POST w/ 1O F co N pj ,f o Jo c W m PURLIN POST w/ 12" TIMBER SCREWS tD' :r O 4-1/2'x6" LAG SCREWS 7x8 PURLIN POST ■ ■ u Inp NNO �O V. C \ 7x8 PURLIN POST \ \\ • O �N Z N H y— 3 C 6 3/4"x12" LAMINATED PURLINS o z g g o c In IA W w/16" TIMBER SCREWS F a a a z c N O O O W 12._3" < vwzami 3 ® o w0WMw m�-4 ,2 I W N F N m K O m 1 of gaF ; 1m 00• K G0 U LL— 6x8 PLATE BEAM w/ 6x8 PLATE BEAM w/ m rn 10 m a R 3 12' TIMBER SCREWS 12" TIMBER SCREWS �'m g w aF N n 2x4 WALL PANELS x N 0 12'-3" 12'_8" 5•-1" a � N % .� Q LLJ � � fV p In 6x8 PLATE BEAM w/ \ Lu _ 6x8 PLATE BEAMS 12" TIMBER SCREWS 6x6 POSTS UNDER 2x4 WALL PANEL n W O Z U 0 10'-0" 10'-O" 9'-10" 2" 3 1/2" 13'-5" 3 1/2" Q °� F O IA1 _ 44'_0. v UPPER LEVEL PLATE BEAM PLAN M N-9 N 25-1 o l 1 3 13'-B 1/2" 0'-3 1/2. , p 2x1O BEVELED HEADER 2x10 ROIIGH RAKE w/ w/2x4 SOFFIT NAILER 2x4 SOF T NAILER I- Z 6x8 LATE I EAMS k NOER N Z H- u% w/ c6 RAF ER NAI ER 6x8 RAFTER PAIRS U 3 w/ MPSON H8 RA TER TI HALF-LAPPED AT PEAK 0 Z w/4-4" TIMBER SCREWS w VEWXB y' COUNTERSINK & PLUG �+ g N m � �- Z W V m 'aRo o ►-ut OU I z Lv 0 a a m 202 AFTER ®24 o.c. w 5/8" DX P OOD a, a am10 0 w (O N N I J '- O O_ 7 m V O K • N 0 '1 d8- 2xIO 1 -4 1 t ^m o�.izm N n \ 0 2 Z G I� Z ZdQ 2x1 SOLID BLOCKI G AT p 0 0 IN RMEDI BEA ING PO ITSL 1 iii C> d 6 3 "x12" MINA D PUR INS L cm 3 c 2s UND w/2 4 RA R NAI R w J w w m W w/ PSON 2.5 R FTER ES 0 m a z g wpQ o S = o O N 0 to NQ,O N W Z 1 K `n W J n _ O m w 1 3/ PSO14" L .L. RI E BO D w/SI N STA18 TRAP ESN b N 0 �zerATE RA R PA AT P AK °'il-. ; 0000 0= � 0 N Q N h > iD N _N�1n ~pY W UO ' - 6 3 "x12" AMINA D PUSINS N U m 1D UND w/ 4 RA R NAI ER d o �N o G.0 w/ MPSON H2.5 R FTER ES 0 v ��z Z z lA y N1 O aaR e7OW Z p N VAL LAY- NCO TRUC N: o a o z 0 3 INS ALL 2 2 FLA LEDGE ASS OWN. uwi Z M N c�_„ A CH T EACH x8 BE FRA 5�5¢s o o 0 Ng m w/ -6" ADLO TIME SCR N ® o N 0 m ww F m rn WW o F (9 Q J ;I J ,1 O 0 (L 6x8 PLATE EAMS NDER / 3 x a e 2x BEARI WA ABOVE 2x12 OLID B OCKIN AT 3 /Z2 w/• IMPSO H2.5 AFTER TIES INTER EDIATE BEARI POIN M 2x6 AILER JOIS HANG S en 0 m n �Z o o:0 2x12 AFTER ®24 o.c. w 5/8" DX P WOOD, Ix 8 W 9 2x6 C LING ISTS 24" o a U W Oi 1 6x8 RAFTER PAIRS elm w 1LJ N W N Q N Ln HALF-LAPPED AT PEAK Q o w/ 4-4" TIMBER SCREWS O vi 6x8 ATE �ARMN S DER COUNTERSINK & PLUG N N W n w/1 RA AI R w �j SIMP N AF RA TI� c M Of C O O O� U..I BEVELED HEADER 2x1O ROU H RAKE w/ Z SOLID 202 BLOCKING ®48" o.c. w/2x4 SOFFIT NAILER 2.4 SOFFI NAILER U FOR TWO BAYS AT ENDS OF ROOF _ WHEN THERE IS NO ATTACHED 7'-O" 7'-0" Q Fy UNDER-SIDE CEILING SYSTEM 30'-o" 14-01. a 9.. - 44'-0" ,'-o" ROOF FRAMING PLAN C NN O 9" N 44'_0» 1'_0Li -3 m 16'-5" TOP OF ROOF HEIGHT � v ---=--- I 7 -- z ; - - z _ - -y_ - _ -- ---------- ------------------- m E CD FROM MAIN LEVEL SUBFLOOR r y - _._ _ - -- r _ _. - - 7 r�.x _ - r{ S_ I _- - -ate ._T� 1-- -I� �z ...��W z r'L�: r _'_='_�=Li T� i _ - TsTr -r - -fir Z T 1.- - - _ - ..-- .-..... r.. -^..rI _ T. r --�-1f x r-- - -'f— ---- --- ---- -- - ry 8'-3" TOP OF LIVING/DINING PLATE BEAM HEIGHT _______ ________________ In 8-0 TOP OF PLATE BEAM HEIGHT _... _. A�21--615r-A :.-.._ _� _ - ------------------ Z O - -- - -- - - - - - -- _ -_ - -- -- _ ® =- ---- _ - 12 -- - _ _ 4 O -- -- - ---- ------- - --- - -_ o _-- -_ - --_ _- - 0 ----N -�. - -- -_ ' t� - -- - --- - - _ _ I-- �. ._..._-TW26210-DHP42410-TW26410 . .�_ _ _ .__ m v® w 0'-0" MAIN LEVEL FLOOR HEIGHT d _ �..::= _ ._._:^_ . ;. - _ _ :W -_ :: '' _._. . =r`i': --__.._ .. 0__. W:-. .:::.___.... := -- o z m ca � --- ------ --- -� zzCL a -2'-4" GRADE LEVEL v < z Cl a � z = m m W S WINDOW SCHEDULE LABEL QTY WIDTH HEIGHT R/O MANUFACTURER DESCRIPTION GRILLESSQ w m o A21 1 24 1/8" 24 1/8" 24 5/8"X24 5/8" ANDERSEN AWNING PERM.APPLIED EXT.w/5PAGER BAR-WHITE f KONT ELEVATION � A21-C135S-A21 1 72 1/2" 40 13/16" 73 1/2"X41 5/16" ANDERSEN MULLED UNIT PERM.APPLIED EXT.w/5PAGER BAR-WHITE J a O N a A281 4 31 1/2" 24 118" 32 1/2"X24 5/8" ANDERSEN AWNING PERM.APPLIED EXT.w/5PACER BAR-WHITE C235 1 48" 40 13/16 148 1/2"X41 3/8" ANDERSEN DBL CASEMENT-LR PERM.APPLIED EXT.w/5PACER BAR-WHITE GRAPHIC SCALE00 = o TW2032 T 1 25 5/8" 40 7/8" 26 5/8"X41 3/8" ANDERSEN DOUBLE HUNG' PERM.APPLIED EXT.w/5PACER BAR-WHITE 0 1 2 3 4 N an TW210410 4 35 5/8' 60 7/8" 36 5/8"X61 318" ANDERSEN DOUBLE HUNG PERM.APPLIED EXT:w!5PAdER BAR-VlHITE 1/4" = 1'- 0" IN, o TW210410-2 2 71 5/16 60 7/8 72 5/16"X61 3/8 ANDERSEN MULLED UNIT..` PERM.APPLIED EXT.w/5PA[CER;BAR-WHITE 0i crs TW26210-DHP42410-TW26410 1 1114 11/16" 60 7/8" 115 11/16"X61 3/8" ANDERSEN MULLED UNIT PERM.APPLIED EXT.w/5PAGER BAR-WHITE o z o FF- DOOR SCHEDULE PERM.APPLIED EXT.w/5PAGER BAR-WHITE U F CL coa I_ _ c) Lu LABEL QTY IWIDTH HEIGHT R/O IMANUFACTURER DESCRIPTION GRILLES in N - 3068 D0 684FG9 R 1 36" 83" 38"X86 JELD-WEN EXT.HINGED-3068 DO-684FG9 R PERMANENT WHITE n Ad ' to ! e FWG60611L 1 71 1/4" 82 3/8" 72"X83" JANDERSEN EXT. SLIDER-GLASS PERM.APPLIED EXT.w/5PAGER BAR-WHITE �Z o L o 00 zWF�4 F= La EXTERIOR FINISH NOTES: 44'- .a oo 1 x12 FASCIA & 1 x4 TRIM cn - W z in ® � o 1 x12 SOFFIT w/ - _ M c T 1x4 FRIEZE BOARD _ a z__:. . -::. _ _._ K ------ -. ----tVI � -t-- --•-_ -__L -..._.-. _ .L I' S",=: __ _.s .f-__ :..: -.I. 1=" _�.:1=..Z 2-.-...1_. .'C-.._]-�I. '_ __ _.- 1._....7__rT _- ".rj-'_ 5/4x4 WINDOW AND DOOR TRIM �T3"t:� 5 4x6 CORNER BOARDS �s � / I Z - CEDAR CLAPBOARD SIDING 4 .EXP.-OLYMPIC SOLID BODY STAIN CEDAR COLOR - _ _ - r t - a = - r �T r,. r_..._._ �_.- .r ._s._ _- r -__ __.,_ ,t - � .. t_'___ t t.. ._t z-z v' _ .�._ - 1 T:.C" 1 �11L�j':C- KOMA TRIM-OLYMPIC SOLID BODY STAIN, WHITE - , :I--_ 12 L� 1----- SHINGLES-GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES-WEATHERED WOOD --- ------- _ - r - - - - -z--� r- r- -�- U" - - - - _ r Q _.'t - _ r=_ T1--- VSM08 " O t� 8-3 TOP OF LIVING DINING PLATE BEAM HEIGHT _ - - -- - Ai 8-0 TOP OF PLATE BEAM HEIGHT------------- - - - _- _ --____ _ - __ _______ � o - - -- - - o - - ¢ -- --- - Lo 4 .r ._ - - -__-- -- -� - -- - - W Ei I - _ --~ --. _.- -- z _ o U-i W W v _ - -- -- -- --- —. - (� - Fn oILLIL11 -_ - - Ir - -- o rn W L 3 - --- — 00 F __ — _._ _—_ _ - --- w o 0'-0" MAIN LEVEL FLOOR HEIGHT _�_ -�.: -- --.-_� ---- _- -- -- .._ __ _._._..` _:._. _� :- -- - �_.._- :. - - - - _ - (� __w _. _ ..-_.. _- - --_ Z 2813 BY OTHERS 2813 BY OTHERS h REAR ELEVATION 3" N �� I z Lo M I N 25-I 91, 91, E-4 44'-0" z I I 5R 16'-5" TOP OF ROOF HEIGHT 1A tn - ---------------- - ------ .....---- --- -------------- ---- -- ------- ;=1 �R X's,.v C1_1 FROM MAIN LEVEL SUBFLOOR -1 L --------- ----7- _-L-L L J_ ----- ------ a< L . - E J=-JL A. 0 o -- 7-11-_1 J I pq _T_ I_ -1 1 A t----I I- AL = L _J - _J1 L "j --------------------------------------- LA L-1--------- F-- __ ____ I F- Z I I I i L ---- ------- -Ll� LL LL 0 0 Ld -------------------- -—---------- -------------- ® ------------ ------------------------- ----------------------- ------------ U) 0 _T_ X 8'-3" TOP OF LIVING/DINING PLATE BEAM HEIGHT ------------ F- 0 8'-0" TOP OF PLATE BEAM HEIGHT---- —------------------------------------------------------------------ CL Z 0 ------------ ------------------ ------------------------------------- - ------------ ------ 0 ir T ---------------------- 00- 00 ---------------------------- ------------------------------------------------------ w 04 C*4 -00 =C*4 < ---------------------- x --------------------------------- ------------------------------------------------- -------------------------------------------------------------- LLI 0 Cl) .......... CL Li- ------------ -------------------------------------- -------------------------- ---------------------------- ------------ -------- -------------------------------------------------------------- --------------- --------------- 00 -------------- ------------------------ C� -------- ------------------------- ------------ 0'-0" MAIN LEVEL FLOOR HEIGHT --------------- ------------------ ca 3c 3c Ng � -2'-4" GRADE LEVEL en 2813 BY OTHERS 2813 BY OTHERS m w en LEFT 51 DE ELEVATION � W@ � _j (n to w c co L" 00 rj O La m a- Co C�o 11-- 0 fi L=a __j ® CD CSP4 m L"$1O 1.4 44'-o 9 ) t wz C> cn Z) ck 16'-5" TOP OF ROOF HEIGHT ------- -44-11 4--1.- -1 -4 1-4.- -4- 4- .4--i 1-i- --- ------------------- ----------- ---- ------ J T FROM MAIN LEVEL SUBFLOOR I---- _L__1 L-L ----------- _11_�__L L L___ ------[-- -------- ob ------- ------- L V) co it J_- _3 L—L ll-!—LJ ra ------ -- _L1 __1__J_ LJ _Lt____1 l_J ___Li _L_ --- ----- -- _Ij J,_I------ jLj__.__j �__t -- ---------J-1 _ C> L--- Li— -----L-L _J_L L_1__J __-t-"1 1- L__J J_,_Lt___J 1___1 L_11 L-J-21L.- --------- J_11--L L I -r-1--a ------------- I L-__j 1_-.1 I-—-__1........EL�_l E_ __T L_�------------1__�------- ------------, -------- ---------- -------- L-L Li---------I ------------- -------------- ------------------ L L i F-L-" ------�_L_J__1 L -J ___z Li ------- 0 J_ ------ L I _J IL ---- ------- ---------I CD 0 LJ __J -----1-k-L L CD 8'-3" TOP OF LIVING DINING PLATE BEAM HEIGHT 0 ---- ------------------------------------------------------------- --- W-10" TOP OF PLATE BEAM HEIGHT------- ----------------------------------------------- ------------ ----------------------------------------------------------------------------------------------- ------------ cc a_ -------- to 0 __j LLJ ------------------------- ----------------------- ------- = !2 - FTT11 -I F ----------------------- L L - 7LLI b - C ------ ----- o - J (V ----------- U__ 1i H-H 1H+1i :2 0 Lil- 1-11111 ---------------- 0'-0w MAIN LEVEL FLOOR HEIGHT ----- ---------- - - U -- -- -- -- -- -- ----------------- < K� _2'-4* GRADE LEVEL 2813 BY OTHERS RIGHT 51 DE ELEVATION \Lo No 25-1 28'-4 1 2" TOP OF ROOF HEIGHT E FROM CONCRETE SLAB a u p ai ! �z� co 0-1 12 0_4 06 L� 9 0 I I 00 _011I � � ICI II aIr _j N C7 E Z L� i O 14'-6" TOP OF PLATE BEAM HEIGHT co I OI C w O ! co Ito 11'-2 3/4- TOP OF LOFT FLOOR HEIGHT � { - }- - - - --- -- I ---- 10'-6" TOP OF PLATE BEAM HEIGHT ------- � { � �- � I 17 N t Cl -t -j-,- I -------- La La- I i I x M IM 00 N ® a C 3c j � z CL CLm I my3z FRONT ELEVATION allo J ! € c M CC= m 3 H :Eco in w 0'-0" SLAB LEVEL FLOOR HEIGHT a. GD10090 BY OTHERS00 x z C> o 2 28'-4 1 " TOP OF ROOF HEIGHT 0z w z FROM CONCRETE SLAB �.r 00 'j � H wWi F' vz— 12 � CANcn 00 Z Wi id C WINDOW SCHEDULE 9 o Q 5 x N LABEL OTY WIDTH HEIGHT R/O MANUFACTURER DESCRIPTION GRILLES W o C C S= a A3535 b 40 13/1b" 40 3/4"` 41 13/1b"X41 3/4" ANDERSEN AW PERM.APPLIED EXT.w/SPACER BAR-WHITE NING w O = LJ H TN210410-2 1 11 5/16 60'1/8 12 5116"Xbl 11b" ANDERSEN MULLED UNIT PERM.APPLIED EXT.w/5PAGER BAR-WHITE � M LA- DOOR ~ � � � SCHEDULE � I LABEL OTY WIDTH HEIGHT R/O MANUFACTURER DESCRIPTION GRILLES (on III O 30b8 00-684 FGgLE R 1 361, 80" 31"X80 1/2" 1 JELD-WEN EXT. HIN67ED-3068 00-684FGq LE R PERM.APPLIED EXT.WHITE cl o bOb8 00-684 FGgLE LR 1 121, 80 13"X80 1/2" JELD-WEN EXT. DOUBLE HINGED-3068 DO-b84FGq LE R PERM.APPLIED EXT.WHITE O c� d w O = EXTERIM EINISHN O 1 x12 FASCIA & 1 x4 TRIM 1 x12 SOFFIT w/ W 1x4 FRIEZE BOARD rra 5/4x6 WINDOW AND DOOR TRIM o UJ O c 5 4x8 CORNER BOARDS AND GARAGE'DOOR TRIM 0 L`' / 14'-6" TOP OF PLATE BEAM HEIGHT � � CEDAR T&G VERTICAL SIDING-OLYMPIC SOLID BODY STAIN, NAVAJO RED -- - - H W) to KOMA TRIM-OLYMPIC SOLID BODY STAIN, WHITE W SHINGLES-GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES-WEATHERED WOOD w U LLJ uj W W (� � w Er c �' GRAPHIC SCALE 11'-2 3 4" TOP OF LOFT FLOOR HEIGHT 0 1 2 3 4 10'-6" TOP OF PLATE BEAM HEIGHT i W Q CA 1 1" 1�9-0" -------- ------- � 00�0 � � o _00 w o REAR ELEVATION0 0 Q �, 00 0®�0 00 0 0®0© a. O'-O" SLAB LEVEL FLOOR HEIGHT ®O® GD100140 BY OTHERS a o N 25-! 28'-4 1 2" TOP OF ROOF HEIGHT FROM CONCRETE SLAB =- - _::.- -- -- - = 1 _- - - t t1.. s2 i TL LT J TL i _.I 1 . ._. J1_ L _ 1 L .J ,. L 1'-'- I.L `.1' T � - �s 1 I- 1 —L� -- G a z. _. t r T i- ' 4r�� _mil _ c ' @s C _ -T - -- - N �J 1L i �_r- -�-j J z o r 41 Z1 _ L �"G_. � _1 1.i 1�_l. -' t�- 'Sly 1 1 U -1-1-1 L 1 1 11.. i-- _ _..a 1. l`J 11 L� S� u -L -- J ) - J— — L L� 1-L� L J—L 1 I 1 1 J 1 k ,; Ll - ---- is - -r L 1 l - 1 1 i I_I L L _r�T�I 1. o j� L J-- J_ �J L _ Li J.11 L I_�?; iJ��?J1. IL�..TI. x... TTi - ""' F p�7 J- 1 4.r E } S Y L 1 t L 1r..i _J--L �-. J-J. ' _. i r-u- 1�� - L. T ' _L T a , . 1_L_ 1 CL f_ -- i_J-i ;-l� ... 1 ..1- J. �T I. L t— �-��- - -1 ..L _.__L J �1 .... u s.�J!_ ,J _-. ~ G 1 -7 1 J_ tLL. LT J At 1 T., a 17-_' L T L l�L_.._ J..t T _ 1- -L = ~ Z T_ - t ::.1 -J . _J i 1-Ll -- L 1 1 ----Lt ..__ L L' --11..� .1 ...1._1 'I_.. .... t G_.L - - lJ _Ll C9 z r 7-- L.1 r T r. i �J_r � ' ___ 7.. :- i zT�J u� ' � �z = - 1..J L1--L- L z L 1-1 J L,-.- _1_L �T' 1 _1....1 �1�_.J_.. J J L. 11r_i- — V) _ 1. 1...-- - L` O r - 1 L - J -' Q L . I J 1 z��- ;r_�L�_r _ _r�LJa r-� - - -t - - - �� N J-.' Q. Z J. 14'-6" TOP OF PLATE BEAM HEIGHT --- ------------------------------------------------------------ ----- O o (} w � a LLJ O CL Lill'- 2 3 4" TOP OF LOFT FLOOR HEIGHT———_—__ -————— _ 04 10'-6" TOP OF PLATE BEAM HEIGHT —————— ono mvoe N p W Z Z Z = r Q O N LEfT ELEVATION Z 3 ill X o = x x m Wtm x Qym >- uj Cl I a r-L O'-O" SLAB LEVEL FLOOR HEIGHT c v' m W = o C 00 4- m 0 La QZ Lo 4'-0" 36'-0° - tii c o z O. O F a- N N 28'-4 1/2" TOP OF ROOF HEIGHT Lo Q 0 3 FROM CONCRETE SLAB JAL L - - - .r _ J- J - �t -- 1_ L..l a_ t_i- t A - I_L-1 - - =1 J_J a}- - -1 \W CD N G LLI G Z z W o 3 cj O LLA N Z G O _ Z N a 1- - Y 1-L. : �. L� _ r� i -- w o = W N I _ J- ..1 . 1-1.. 1 _. 1! J. _ 1. 1- 1 H OC Q E d_ t� a � � I �� - u..�. _ �Lxu I L` _r -- - 1 - lJ� - 1 1_ _--J_l-u,. J._ J�._l L J t.. L1-.L �I 1 L J J Ll _ -_J J...L _.0-. l i_L �1 L - -L _J 1�1 -. a _�i - _ 1 _LJ " �� i� 1 t ULl l 1 1 1J—_ i LLJ ,- J� - Jam- 0 O _I 11 a1 - o_ y^^ --I LQn LL� - - - 14'-6" TOP OF PLATE BEAM HEIGHT ----------------�---- ---�----------- ----JJ ---- � o W �� � ------------------------ ~ U W W O - z LLJ _ 1LLJ Q o a lOf 11'-2 3 4" TOP OF LOFT FLOOR HEIGHT W 10'-6" TOP OF PLATE BEAM HEIGHT u—-——- ; ~ -—— — 1-1 N to LU F— x z l I of { 1 1 RIGHT ELEVATION ! p- I � x � � x I i I , I i 1� N �D 0'-0" SLAB LEVEL FLOOR HEIGHT n x \-CE M 25-1 0 20 FT. INiM f QM CELLAR OR CRAWL PACE; SOIL TOP OF F012 gAT10N i0 T. MINIMUM DATE OF SOON TEST J N � 1 �IEE=_NG �f 10 FT. MINIMUM FROM SLAB CLEAN SAND WITNESSEP BY _Q,�LANTQi �$ __-- "F--. � C CRETE I INSPECTION POT SOIL TEST DONE BY � T�, E ! RI_ � �41 ppttyy \ �" COVERS C 4" LE 40 PVC PIPE LOAM AN A S SEED R OF 00SMVATION HOLE ELEV.� 110.4 � MIN.. PITCH 1/0" PF;R FT, 2 ` 1/$" TO 1/2" r ` DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WASHED STONE 1 1.1l3 MAX. OR FILTER FABRIC NT 0-16" Ap SANDY LOAM 10YR4/1 NO ROOTS 4,pp a" CAST IRON PIPE 1 N�T REQUIRED 16r33 B SANDY LOAM 10YR7/2 ROOTS (OR EQUA�) MINIMUM PIT" 1/4 PER FT. LEVE�ERS TEE z 33-81 Cl SILT LOAM 1QYR7/2 S " IC2 MEDIu SAND 2.5Y7/4 FLOW NE a' I 0 WATER ENCOUNTER AT _T 144 ELLEV, f _ 98.4 _ 2 v c OA ❑ L7 ❑ o ❑ O ❑ Oq ° A� n E llo ELEV. _ , _ 10 L "TMiN. ELEV. _ _��� E,0" ° ° ��Y LEV.�----'0 55 ° ❑ pC70000 ❑ ❑ ❑ q 6V1vI_ B �.� ELEV. _ RAFFLE ELEV. a 1Qj_92 Jfi S Mf ELE�L _1-P-T-.74 p° °a ❑ �7 ❑ D ❑ C7 L� C7 ❑ �7 [q ° �'° ° PERCOLATION RATE _.�_�.._ MIN./INCH AT 1 INCHES I' a ° o ° o o DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DISTRIBUTION ELEV. op ❑ 00000 ❑ oq �,., �..-- --.- IQUI OUT�TEE ,ET _.___ 7_ �oy wx o °° ° o o ° ELEV. � 105•4Q_ 0-13" Ap SANDY LOAM 10YR4/1 NO ROOTS 4 FE T 14 INCHE (T0 BE PLACED ON FIRM BASE) TO BE WATER TESTED 4 500 GALLON GALLEYS WITH 13-32" B SANDY LOAM 10YR7/2 ROOTS !y FE T 19 INCHE QQ�� `, ' IF MORE THAN ONE OUTLET STONE IN A 32--83" Cl SILT LOAM 10YR7/4 FE T 24 I�EHE HE 1 NO GALLON _ . 1 7 FE T 29 I (TO BE PLACED ON FIRM BASE) 13' �( 42� 2' TRENCH FORMATION z WELL N!� 83-132" C2 MEDIUM SAND R.5Y7/48 FE T 34 ICHE SEPTIC TANK Sail AQSQRPTiO�y •�° ZONE " 3/4" TO 1 1/2" CLEAN INDEX t�Q WATER ENCOUNTERED AT __ 32 ELEV. _ 9$_0_ DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT SY$ M SAS MMATION H 3 ELEV-,- 109,5 Q USG$ PROBABLE WATER TABLE ELEV. _ _,___ $EW�AG9 DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ELEV. _ ______ PERCOLATION RATE _� �_ MIN./INCH AT INCHES NO TO SCALE BOTTOM OF TEST HOLE ELEV. _ AM- DEPTH HORIZ TEXTURE DOLOR MOTT. OTHER 0-12" Ap SANDY LOAM 1QYR4/1 NO ROOTS Bvw , 12-34" B SANDY LOAM 10YR7/2 ROOTS TOP OF BARN SLA$ 34-'84"r C1 JILT LOAM I0YR7/4 I j� n eVly ELEV. _ .�11�0 _ $4- 144 C2 MEDIUM $A p 2.5Y7/4 BV►�y-,_ �VW NO WATER ENCOUNTERED AT __144^ ELEV, MERVATION HOLE 4 ELEV.v-__1Tj p \ DEPTH HORIZ CO'TEXTURE LOR MOTT. OTHER l� X00 0-1 3" Ap JANpY LOAM I0YR4/1 NO ROOTS I 13--33, B SANDY LOAM IOYR1/2 ROOTS ' 33-132 Cl SILT LOAM 10YR7/4 83--132" C2 MEDIUM SAND IF.5Y7/4 A � WATER ENCOUNTERED AT __132" �._.....__.__-_._.._._.....,... 9 Mn / ELEV• _ �� _ N� _ ELEv. r _ 98.0 .... \, �-- DESIGN OALCMATION$ \� MA8 -�—Mn8 9 NUMBER OF BEDROOM$ M/18 �------- MA8 ----_ - M� GARBAGE DISPOSAL. UNIT � MA8 Nt�e TOTAL ESTIMATED fLOW ( 110 QAIn j",/D�1 X GAL./DAY REQUIRED SE TIC TANl CA ACITY _ GAL. ACTUAL. SIZE OF SEP C TANK _ _ GAL. • ® ® \ SOIL CLASSIFICATION DESIGN PERCOLATION RATE _ MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S.F. ® /! LEACHING AREA SO. FT. �p PPROk 96 - 3AYg�v 2 GAL. a' O.C. ® �® ® LEACHING CAPAC (AREA X RATE) GAL./DAY Y ae.o4 x q.74 ® g�� ® �� 9 g ® ® �� Q ®, �, RESERVE LEACHING CAPACITY AAW GAL./DAY NOTIM 1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO �t�OF� WITHIN 6" OF FINISHED GRADE. k � � K, yQiY ctiGs 3. ALL COMPONENTS OF THE $ANITARY $YSTEM SHALL BE CAPABLE OF III C)' TEREN�E ',F� WITHSTANDING H-10 LOAUING UNLESS THEY ARE UNDER OR WITHIN 1Q FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. Na•97 4. ANY MASONaARY UNITS USED TO BRING COVERS TO GRADE SHALL OR/6•E �, \ ` ��' 9 9F `4 BE; MORTARED IN PLACE. S4NIT I N 5. NQ DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATION$, OWNER APPLICANT IS TO . �; 03TAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. .� 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO QALL "DIG-•SAFE* AT 1-838-344-7233 AT LEAST 72 HOURS +..,.- PRIOR TO COMMENCING WORK ON SITE;. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER /1}0/ \ 0P IMMEDIATELY, _ \ / S. PARCEL IS IN FLOOD ZONE ___X_ OF 9. LOT IS SHOWN ON ASSESSORS MAP _ AS PARCEL 4-1 \ 1Q. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND j w ROBIN FOR A MINIMUM OF 5' AROUND $OIL ADSORPTION SYSTEM AND BE WILLIAM REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). WILCOX H 11. THE INSTALLER I$ TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS No. 313,41 � (2 WORKING DAYS) N0110E FOR THE ItINAL INSPECTION (NUMBER BELOW). ti �w 4 wis� L 0 tv51 f— G APPROVED: BOARD OF HEALTH DATE ?' \ 7,3.Qo, AGENT N/ 4 a 'WEST BAIRNSTABT�III MA PROPOSED SVPTIC DESIGN FOR i RICHARD J, AMANW& TRUST LOT 3, 60 1�' CDW AWAY HIGH LOCUS' LLOC. _`S J AM t*Ca 01 IAASP. i RDUTE 2 3 S TU ET ROA Z; 64 j 508- P. BOX 713 LEGEND. �, 385-6900 (12660 c.� � SOUTH DENNIS, MASS. , EXISTING SPOT ELEVATION 00„0 Q. EXISTING CONTOUR ---- 0---- '� DATE JU N E 30, 20 l' 5 1 SCr—LE 2 v FINAL SPOT ELEVATION a " I FINAL CONTOUR 0 10 23 a SOIL TEST LOCATION REV• JOB N0, r UTILITY POLE -a- I AUG. 4, 2Q15 7%542,00 TOWN WATER —WsWwmp� J CATCH BASIN GAS LINE CLEAN OUT LOCATION MAP � �b T �--�� EE T �I OF 1 CESSPOOL C.P. rJ� _-_ - ___ _..-- - - -- G.' 1S8�PRQ✓1754?_ooldw �75�1?-SASOWG 0 2015 IWEETSER ENGINEE