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HomeMy WebLinkAbout0697 SHOOTFLYING HILL RD ' I . i f i y i A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 'O Application oe�d Health Division Date Issued Z-- Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address to� ? �� - Village 19w Owner /VA XiMS 9! COIS/bv-Q lI Address !S Telephone Permit Request zzs�G U��/'D� /?Jb� Dir✓ E�'�'S�Y�t/�r /��lJ C 46W _ �'/®//lid �d/IiT �/p-'T�/Jf�� O��� }�" ' Square feet: 1 st floor: existing/. proposed 2nd floor: existing proposed Total new Zoning District Flood Plain _Groundwater Overlay b~Project Valuation&® Construction Type Lot Size _ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure ��� Historic House: ❑Yes XNo On Old King's Highway: ❑Yes kNo Basement Type: ,Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 4�# Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_7*/042 new Half: existing new Number of Bedrooms: Mace 4 existing/—PA Total Room Count (not including baths): existing S new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other__ Central Air: ❑Yes ❑ No Fireplaces: Existing New ri:�44 Existin wood/coal stove: ❑:,.Yes,WNo w� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑`;existing:-0 newt size_ Attached garage:U(existing ❑ new size _Shed: ❑ existing ❑ new size _ Other': d _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes \lo If yes, site plan review # Current-Use Proposed Use- T INFORMATION (BUILDER R HOMEOWNER) m Name J-. Telephone Number 5ly� �• � � Address License �• ®�' ��� . Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESUL ING FROM THIS PROJECT WILL BE TAKEN TO �� SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# ti .DATE ISSUED MAP./PARCEL NO ADDRESS VILLAGE ` " ' .. ; OWNER DATE OF INSPECTION: 4 4 FOUNDATION: 's,Z -cxWo% (a' { i FRAME INSULATION:. t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL,'- GAS:,,, r _ ROUGH-„ _< FINAL,' 4 ;,FINAL bUILDING 1,: DATE CLOSED OUT r t ASSOCIATION PLAN NO.. I r' �oFYNF, -✓ Town of Barnstable Regulatory Services 41 BARNSTAHL� Thomas F. Geil'er, Director MASS. g ED39' Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma•us Office: 508-862-4038 Fax: 508-790-6230. ' PLAN REVIEW Owner: R.Ts Iy3157 ) Map/Parcel �92 Dw0 Project Address ooTfL VI;c)6 bWIBuilder: AMk M F- , O r.,04A The following items )--vere noted on reviewing: PIT2EIPtac6 DoCS NOT SOO w 0 u rs�DE Co rr�Bks'rrr3 LE �12, Amu 5 SLED G/tS ia-TeD D o u ru .S--o�0 112-2 , P-I2oNT ._pJ-IXy 00E5, N' OT S46630 IAPLXFr' PAOVXSS=e skoM=C%-f-o alz7 I I?— Date: J/2� • .orms:Plnrvw � � .1.. The Connuo►nvealth of Massachusetts Department of Indtistrial Accidents . Office of Investigations if 600 Washington Street Boston,MA 02111 ivivis niass gav/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/EIectricians/Plumbers Applicant Information Please.Print Legibly Name(Busmesslft=zation&&vidual): /,,CZ61't101"tN l (2 oll/sl= C O• Address: 6V t20. 4_ M IS29 ' City/State/Zip: 3194.17-1417701?ZF &11 Phone 4: OZ Mr �Q Are you an employer?Check the appropriate boa: Type of project(required): 1.❑ I am a employer with 4•i"Z I am a general contractor and I 6. ❑New construction employees(full and/or part-time).' V have hired the sub-contractors 2.❑ I am a sole proprietor or partner- / listed on the attached sheet- 7. KRemodeling ship and have no employees These sub-contractors have S- ❑Demolition working for me in an capacity- employees and have workers' � y � �- - 9_ ❑Building addition [No workers'comp.insurance comp-insurance.= required-] 5. We are a corporation and its 10_❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself[No workers'comp. right of exemption per LiGL 12.❑Roof repairs insurance required.]'t c.152,§1(4),and we have no employees-[No workers' 13.❑Other camp.insurance.required]- •Au.v applicant that checks boa N must also fill our the section below showing their workers'compensation policy inforM36011- t Homeownus who submit this affidzyn indicating they awe doing all w J and then hire outside contractors ran se submit a new affida-it indicating such- =Coattuctors that check this ba K must attached an additional sheet showing,the name of the sub-cormsctors and state whether or not those entities have employees. If the sob-conaaaots have employees,they must provI&their workers'comp.policy number. I ant art employer that is providing nrorkers'contpeirsatiori iusuratice for itiy eniployrees. Belosv is the poticy and job site infarinatiors _. Insurance Company Name: S ,� (/ LC + ����!✓�'c--G> C--CiC Policy M or Self-ins-Lic. Expiration Date: Job Site Address: t� / 5'if�ODT 1 y�/� //'IL2— City/State/Zip: r Attach a copy of thee 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify tinder thepains a d penalhies of perjury that the ittformatiort provided above is taste and correct Si t re: Date: Phone Official iise only. `Do not write in this area,to be completed by city or totrn official. City or Town—Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3..Citylrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DATE(MM/DD/YYI) CERTIFICATE OF;LIABILITY.INSURANCE;1 . I I . � .I'� . . . w . , . I I 11/10/2011 . THIS CERTIFICATE IS'ISSUII ED.AS A MATTER OF-INFORMATION ONLY°AND.;CONFERS_NO'RIGHTS',UPON THE':CERTIFICATE HOLDER. 'THIS CERTIFICATE` DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND ,EXTEND OR ALTER THE:COVERAGE AFFORDEp BY''THE POLZCIES:,BELOW. THIS CERTIF.ICATE'OF . +� INSURANCE DOES NOT'CONSTITUTE A CONTRACT,BETWEEN`THE',IS$UING SNSURER($),' AUTHQRIZED REPRESENTATIVE"OR PRODUCER,": THE.: II CERTIFICATE HOLDER. " "- IMPORTANT: If the certificate'holder is' an ADDITIONAL INSURED; he pol cy(ies);must be endorsed :If''SUBROGATION IS WAIVED, subject r. to the terms and conditions of.the policy certain policies may require an endorsement ,A statement.on:this certificate does not III Confer rights to the certificate holder"in lieu;of much-endorsement(s)': ` . .'PRODUCER -- : '.CONTACT .:NAME I.' - Boston Insurance Broker-ate Inc 7 :.PHONE ,. ,,. .:. Pam., 24 Federal Street :: 4th' Floor; '(A/C N ,''... Goy . i:: ' . ..,.r: k, _.r ':E-NAIL.. . . ;. I. Boston, MA 0:2110 AD_____ PRODUCER_ 1:-. - _. ..CUSTOMER ID/.' .. I". , . ." . '. '" - .. : ..: ," INSUR®.(S) AFFORDING COVERAGE - NAIC 0.:..... INSURED INSURER A. Associated Employers' Insurance Company Melchionda Construction Co Inc IN9D'- B: P O Box 1628 . .. INSURER C:.. .I.,.. ..: . Sagamore Beach, Mk 02562 " zisuI . D' .INSURER E. . - -INSURER r: .:I COVERAGES COVERAGES ( 'CERTIFICATE';NUMBER•.: - REVISION NUMBER THIS.IS TO CERTIFY THAT THE..:POLICIES OF INSURANCE LISTED:BELOW HAVE BEEN.ISSUED:TO THE INS . . - ,URED NAMED ABOVE•FOR-TNE<POLICY.PERIOD INDICATED.:' �PERTAINSTTHEIINSURANCE4AF ORDEO'HYETHEOPOLOCZESIDESCRI HERE ZNC I303UBJECT TO:ALLNTHEI, %ASPEC. 'O WHICH THIS ..... ICATE MAY RE ISSUED..MAY RMS, EXCLUSIONS AND CONDITIONS'OF:SUCH POLICIES..-LIMITS SHOWN MAY HAVE-HEEN'.REDUCED BY PAID CLAIMS. -- - `:"} l_z :'._:i-.. 1-, .-__ `:. y-` POLICY NUMBER POLICY EFF ;POLICY EXP=' LIMITS TYPE OF.INSURANCE� lwi/oolmtl !11 ro11?p rt! .. '- GENERAL LIABILITY - 1:. ,EACH OCCORANCE 8 -: ❑COMMERCIAL GENERAL LIABILITY DAMAGE TO ABNT&O : 6 PAEln SES(Ea,eaanrrellee) ❑aCLAIMS MADE ]OCCUR - M®'REP'IAny$ne person) $ . .PERSONAL i ADV INJVRY "-- $ - . GE❑N'L AGGREGATE LIMIT APPLIES ER: i GENER1, A60Ii8GATE"` B" ❑POLICY aPROTECTLOC '.ti x -COMP/OP AGG (7 .PAODVCTB •.•.''.' a9 g:.: AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT II Ij fI ❑ANY AUTO - _ )' (ar acoi-.. _, - S h- BODILY I i ::(pa Par eo) 8 - ALL OWNED AUTOS i' ❑SCHEDULED AUTOS - t' BODILY INNRY(Pe aeaideat) 8, ❑HIRED AUTOS '::' PROPERTY DAMAGE ❑NON-OWNED AUTOS . " (Pm eoidenq', _ .,i` 4 -..,, - 8 . .: ,. .,. . _. 8 :UMSRELLA LIAO OCCUR EACH"OCCVARENCE 8 : _ ❑EXCESS LIAB "; O CLAIM9 MADE AOOAEfN1TE $ •''. ❑DEDUCTIBLE 8 . ❑RETENTION $::. I: WORKERS `. WORKERS COMPENSATION xc etwty- pTN _ AND EMPLOYEES:LIABILITY - - - ,soar Lsx,Ts Fy.: .. I THE PROPRIETOR/PARTNERS/ Erli. eTrCH ACcxnENT 9 100 i 0 0. EXECUTIVE OFFICERS ARE ` ", : A 500018/.012�11 E.L DISEA98:POLICY LIIdIT ® ncl ❑ excl, ' a > 500,000_. 09/22/2011;. 09/22/20.12 4`' E.L. DISEASE:-EA EMPLOYEE 8 >:-300,090 :: _ COMMENTS DESCRIPTION,OF'OPERATIONS'OR,LOCATIONS: <':. ',',„ :;((:: ^ ^ -" r ..' 1 : '' :. :. .'s a �. . - .. - - 1- - - ; CERTIFiCATE HOLDER . CANCELLATION MRS. JANE KRAFIMER . . , _ _>,_ - :. SHOULD`::ANY OF:THE ABOVE DESCRIBED POLICIES BE—CANCELLED�BE FORE.THE: " ' .. . EXPIRATION DATE: THEREOF, NOTICE;WILL BEDELIVERED IN ACCOADANCEIWITH THE - 18 FORT MILL LANE POLIcr PROVISIONS.., I ,.. AUTHORIZED REPRESENTATIVE t DUXBURY, MA 02332 ;.. . 1. <. i . .., .- . lid M GENERAL CONTRACTORS I CUSTOM BUILDERS 50 Nor'east Drive, P.O. Box 1628 Sagamore Beach,MA 02562 Memo (508)888-6876 • (781)963-5280 January 26, 2012 From Mark J. Melchionda To: Jeff(Building Inspector Town of Barnstable) Re; 697 Shootflying Hill Rd. Centerville, Ma. (Christensen Residence) Dear Jeff, I hope this note finds you well. Thank you for the update today on 697 Shootflying Hill Rd. I have enclosed the information I believe you are looking for on the project as follows; Item#1- On the front entrance area we typically use square columns and I use the uplift application as enclosed. The owner indicated to me that they might want to go with round columns so I have also enclosed Option# 2 that we normally use as well according to the wood frame manual and specs offered by Simpson Brand. As always, I will check with you on inspection once they decide on which option they would prefer. Once we are ready for inspections on our Big Foots I should know by then if that is OK with you. Item#2- On the fireplace my mason usually uses the Air-A- Lator Brand rectangle (exterior)vent option with a round spin mechanism on the inside to open and close for exterior air. We have used it on several occasions and it seems to work very well and it is not that noticeable either. I have enclosed a sample. We usually have Cape Cod Fireplace come in and measure for the doors. Black frame with glass and gasket supplied. I hope T have answered all your questions. Please don't hesitate to contact me if you need any additional information. Looking forward to working with you on our project. Thanks a million for all your time and efforts! Respectfully, El Mark J. elchionda Owner w r — si GENERAL CONTRACTORS/CUSTOM BUILDERS 50 Nor'east Drive, P.O. Box 1628 Sagamore Beach, MA 02562 (508)888-6876 (781)963-5280 4Y 7 AV. UP T h46 (XK P)y Mr CC14 { PTI�w 0 Column41. Post and ®Available with additional corrosion protection.Check with factory. Modef' Qty Anchor Fasteners' Allowable Coads 411OW60etoads;': Regtl Diameter. 7o Wooli uplift, Uplift 133-- ., 1,60 „(133 160 "` I POST COLUMN ® ABE44 1 Yz" 6 10d 520 520 445 445 /'� - ABA44 1 1/z" 61Od 555 555 475 475 ® 1: _�- A PB44 embed 1216d '• 136b 1365 1175 1175 a .ABU44 b 5/a"- 12 16d 2200 2200 1890 1890 k s PBS44A 1 embed 14-16d 2400 2400 2065 2065 ® HD2A 1 5/s" 2-%" MB 2775 2775 2565 2565 CCB44 1:' embed 21/z MB 7777777 3545 4250 3310 '3975 ® HD5A40?0 401-0 '.3645, . 3645 , . _ ® C644 1 embed 2 5/e" MB 4200 4200 4200 4200 C1B044-SDS2 1 embed 12-SDS1/ax2 4200 4200 1 3615 3615 HTT 2 1:= 5/a.. 32 16d Sinkers 5250 5260 4670 5250 P CBS944 SDS2 -1 embed 14 SDS1/ax2s 5335 5335 4590 4590, ® HD2A 2 5/e" 2-%"MB 5550 5550 5130 5130 ® HD5A 2 5/e° 2;3/a MB 8020 8020 7290 7290' • • // . HTT22 2� 5/a; 64 16d Sinkers 10500 10520 9130 10520. �_ `` '� POST COLUMNBASES µ° ® PB44 ® ABA66 1 5/e" 8-16d 720 720 620 620m� ® ABE66 1 5/e° S 16d 900 900 775 775w ® P666 1 embed 1216d f'S40 Y640 .1410 140 ® .ABU66 1' 5/a 12 16tl : 2300 2300 :.1980 ]980 `�� � ® HD2A 1 y 5/e' 2-%"MB 2760 2760 2550 2550 ® BBS66 1 embed 14-16d 2630 3160 2260 2715 ® -HD5A 1 5/a> 23/a MB ':?- 3980. 3980 :3680 36130, 4 a o ,. .. .. .. o°q :off•:' ® CB66 _ 1" embetl 2=5/s MB 420q 4200, 4200 4200 LCB66 1 embed 2-1/2"MB 3525 4230 3300 3960 2'MINIMUMSIDECOVER CBQ66-SDS2 1 embed 12-SDSYax2 4200 4200 3615 3615 ® HD2A 2=5/e MB' 5520. 5520 5_1 064. 51:00 ; HTT22 1_ 5/5 ' 32 16d Sinkers c5250. 5260 4670. 5250 ® CBSQ66-SDS2 1 embed 14-SDS1/4x2` 5710 6855 4910 5895 3` HD5A 2 5/a 2 3/a MB 7960 7960 7360 7360 HTT22 2.. 5/sF 64 16d Sinker"s 10500- 10520 .9130 1.0520 S ABU88 1 2 5/e° 18 16d 2320 2320 1995 1995 CBSQ44-SDS2 z ® CB88 1 embed 2-3/a°MB 6650 6650 5265 6315 x ° 0 1.ATR is all thread rod or embedded anchor bolt. 2.Designer must specify anchor bolt type and embedment.Cb o Refer to T-ANCHORSPEC03 for concrete anchoring information. 1 3.Double HDA may share through-bolts with no load reduction. °a p.W z 4.For multiple holdowns,verify the allowable a tension capacity of the wood member. 3°MINIMUM ° r SIDECOVER ;, L !a OF IT • • , • • 3 s PBS44A Moisture Barrier Not Shown !N R• 77 2"MINIMUM ` ;� a o o SIDECOVER t �, ° O o o 23 t. ,� n Plate Top Available with adWilonal corrosion protection.Check with factory. Fasteners(Total) DF/SPAIIowable Loads SPF.:Allowable Loads-: Model Uty .To To: Uplift Parallel to Perp to Uplift Parallel to ;:Perp.to No. Req`d Rafters Plates Plate'(Ft) Plate(F2) Plate'(F{) Plate:(F2)` (133) (160).. (133/160) (133/160) (133) .(1`60) (1337160) -(133/160) H4 1 4-8d 4-8d 360 360 165 160 235 235 140 135 H2.5A 1 5-8d 4-8d 390 390 315 315 ® H3 1 4-8d 4-8d 455 455 125 160 320 320 105 140 ' ,H4 2: 8-8d 8 8d 720 720 330 320 470 470.. 280' - 270 ., H2.5A .. . 2 10-8d .8-8d 780 780.. 636 .-630. ID H3 7 8-8d 8 8d 910 910. 250 320 640 . 640 210 280 H16 1 2-10dx1'/z 6-Y4x2Y4Titens2 1470 1470 — — 1265 1265 — — META16 1 7-10dx11/z N/R 1240 1450 75 125 985 1180 75 125 META20 1 7ID L -10dx1'/z N/R 1240 1450 s 635s 985 1180 270s 545s V'—"in the tables indicates that the product has not been tested in the particular load direction listed. 2.HI fastens to masonry/concrete with Titen screws ' (Use 13/4'screws for concrete applications). 3 N/R-Not required,product is embedded into t .y concrete or CMU. 4.Refer to page 10 for multiple MEW 6 loads. 5.Refer to page 8 for installation details of two connectors µ on a single truss. METAs 6.To achieve the lateral loads published,the quantity of fasteners shall be increased to 12. Refer to page 5 for '' `� EIP important considerations regarding finishes on , ," H16 connectors attached to pressure-treated wood. „ c�t 3 ff STUI/z Bearing Plate HollowColumn z z g . ; Model : Adhesive` Anchor Drill Bit Minimum :Min.End Min.Edge Allowable' k Tension o Iy i No. Type Diameter Diameter Embedment Distance Distance z SET /z° s/8" 6" T' 1 a/a" 3315 SET STRR1/2 Yz° s/s 6" 7" r ?: 7" 3315 AT 1/z" 9/�s" 6" 7" 13/4" 2805 Double 2x AT 3315 t Y p minimum 1.Design toad is based on the lesser of the allowable tension load based on adhesive bond stength, for header steel strength of the rod or coupler nut,bearing load from the top plate, I or beam STU'/z tested capacity with 2.5xES. cF© ,/z"Rod � ! 2.For two pour condition,increase anchor length and embedment by the depth of the pour. , re wiredr `` 3.Coupler nut to be A307 or better. fopSTU'/z 4.Tension loads for steel are based on grade A307/SAE1018 threaded rod. 5.The STRRIh system consists of one bearing plate,one 1/2'X 12'all thread rod,. and one 1/2'coupler nut with witness holes.Yz°threaded rod by others. "a Threaded Rod _ CNW Coupler Nut Minimum Refer to T COLUMN04 for u y„ edge distance other hollow column uplift connection options r Minimu end o a dlst . a 1�T 13 . , • Column Caps, P 1 1�' - st ®Available with additional corrosion protection.Check with factory. SPF Allowable i Fasteners DF/SP Allowable Loads Loads ' t.'? Model Qty Parallel a Uplift Uplift a o ' No. Reqd Beam Post: (Fi) (160) (133/1601 (13$.) (160j, ® LPC4 2 8-10d 8-10d 760 760 325 655 65 o4o � ® 1 6-16d 6-16d 980 980 100 BC4 0 — — 1° � _% ?°y>>; LCE4 ® 1000: 1000 925 a'z �� PC44 16 1 12 t 6d 8-1 6d.. . AC4 Min 2 12-16d 8-16d : .1430. 1430 715 CC 4 4 1 2 /e MB s 2-%MME, 1220 1465 — — — 8-i6d 1470 1700 925 — — PC44 1 12-16d 11 .LCE4 2 1416d 10-16d 1800 .1800 1425 ® AC4 Max 2 14 16d 14 16d 2500. 2500 1070 ® MSTA18 2 28-1Od 28-1Od 2280 2730 — 1980 2370 • 1 �� ® CCQ44SDS2.5 1 16 SDS'/ax2'/z 14-SDS'/4x2'/2 5680 1 5680 1 — I Io n0 1 POST COLUMN TO 4X BEAM W b r BC46 1 12-16d 6-16d 980 980 1000 ® PC4616 1 1216d 8-16d 1000 1000 925 — — � 01 i5Mn9�e'Z " PC46 1 12 16d 8-16d 1470 '.1700 CC46 1 4 s/s MB. 2 s/e`MB 2330 2800 — — � + t o o a ® CCQ46SDS2.5 1 16 SDSYax2'/z 14-SDS'/ax2'/z 5955 7145 — — — �'o aF '€ 1 '1 1 1 1 ' ` ss�r j 9 490 785 785 LPC6 2 8 10d 8 10d 915 15 *Y xa j PC66-16 1 1216d 8-16d 1000 1000 925 = 1 ® ,BC6 1 12 16d 12-16d 1050 1050 .-2000 Fill all round and triangle es for maximu 430 1 d. ® AC6 Min: 2 52 16d 8-16d 1 '430 715 PC66 1 12-16d 8-16d 1470 1700 925 ® LCE4 2 1416d 10-16d 1800 1800 1425 = /� ® AC6 Max 2 14 16tl 14 16d 2500 '2500 1070 1 1 4 s/a MB. 2 s/e MB ,_ .3365 :4040 � • ' tlj ® CC66 LIM ® CCQ66SDS2.5 1 16-SDS'/ax2'/z i.4-SDS'/ax2'/z 5955 7145 ��� ���o� 8-i Od 6-10d 780 780 1025 670. 670 I, ® BCS2 2/4 AN " 1 z 4X4 POST COLUMN TO 3-2X BEAM k BCS2 3/6', -_1 12 16d 6 16d ;800 $00 1'495 690 690: u o mx' PC44 w ck4 X 4 POST COLUMN1 31/8"BEAM n yo �- !t ® CC3'/a-4 1 4 s/s MB 2-s/a MB 3035 z — — ® `,CCQ3 4SDS2 5 "` 1 16 SDSYax2?/z 14=SDS'/ax2'/z:5680 :5680 — 4 s n ,t6 X 1 POST 1 1BEAM 0 ® CC5'/a 6 1 4 3/a ME, 2-3/4 MB 6275 7530 — ,' — �. ® :0005 6SDS2.5 b i6-SDSYax2'/z 14-SDS%x2'/z 6270 '7245 N k 1.'—"in the tables indicates that the product has not been tested in the particular load direction listed. 2.Quantity of two represents one left and one right connector which must be present to achieve listed loads. o OF �1 . y z '� x ®r , o ' er t MSTA 0�i ro ON o CCa ? • BCS2-2/4 s j 22 Na -. . -. . . . . . art . . . . .. r rM P f Features 1- Exclusive Dual Damper System gi+!es vo com- More eat•pe you d of fuel.Creosote,smoke, pfete control of comb stion air.Other outside air as and unburned s^rood are all products of intakes lust let yo control the volume of air.The incomplete combustion.Beca se Air A-LatorO Latoro Dual Damper System gives you con provides the air needed for complete comb s —---- ; not only of volume of air,b t it also lets�o lion,you can save dollars on fuel Costs. control the direction of air Bot are necesszr to j {{ produce the proper flames and control the ate Mf Meets building requirements.fvtany states no%,,, burning. require z source of outside air.In many cases Fire b ns:.armer,cleaner,and Air A-Lator®is the only outside air intake regu safer because egulated outside 'el s sto bac, raft smokin ca se b negative p p g y g lator that meets these rey irements. air is sed for co b stion. pressure in the home. z.ir follovrs b ill i passage Provides safety from dangero s carbon monoxide der yo r fireplace f mes.The use of a air-A-LatorOO in your fire- place ps'preventJqLeatFamo10JntsTcT air from being drawn out of your home.This reduces or eliminates the c once of drawing carbon monox- de fumes from ousehold eati g appliances— _ a gro^!ing proble ashomes become more air-tignt. Less eat loss for mor energy savings.lnstead !��'Masor s C oke of drawing Bated air fro,t inside your ome, on side avaly Alr A LatorO takes outside air and directs it rigr t rdnere it's needed. For optimum icie q Air-A- iator,7j s Mild be installed in Reduces poll lion,ashes and c stomer com- b e front —.v of brie in center plaints.vvhe yo r fire burns more completely of fireplace.R ope ing facing ;ou'II have much less asn and smoke both in t ie fire or grate. air and Fixf PZA/-�, 66&1-7- •Hood ° a �a Door ------------------ ...-----------------..........._.._..-----.... . The"Mason's Choice",Stainless Steel Side Wall �• Note: 1 Telescopes 14"to 28" Kit Hood Only Door Only Elbow adjusts 90°to 180° Inner Dimensions Order# Order# Order# 26 gauge stainless steel(type 304) 3" 230330 230394 230391 Wall vent hood includes screen. 4" 230430 230494 230491 Sy d .41 y .--•-•...............•------•--........---•--------............-•-•-----.._.._.....----•-----.._..........; Note: ' Optionalble Louver and lun' Adapter Ro Specify if you want adapter riveted Dimensions Order# to louver. 8"x8"Louver 260808 Includes Screen 6" Round Adapter 270806 10 per case, Dimensions(WxH) Order# 2.25"x8" 260802 Note: Includes Screen 1 Dimensions(LxW) Order# 4.5"x9" 244509 ,e e. 9"x9" 240909 :. • Note: 6.5"x8" 246508 Custom Sizes also Available Call for pricing. 800 729 9505 651 460 6080 fax sales@dalsinmfg.com www.dalsinmfg.com 23 .. mar , • .. n ✓fie -U�arra�rreaiuueal� License registration valid�- for individul use Office of Consumer Affairs&Bdsiness Regulation only Office HOME.IMPROVEMENT CONTRACTOR ` before the expiration date. If found return to: Registration 10.0651 Type: Office of Consumer.Affairs and Business Regulation. Expiration 6/22/2012 . Private Corporation 10 Park Plaza-Suite 5170 ''•Boston,MA 02116 M HIONDA CON-TRUCTION CO i -i Mark MeI hionda 50 Noreast Dr/PO Box 1628 - L Sagamore Beach, MA 02562. No alid without signature ' 77.r Undersecretary *-- l:u.achuscTt�° L3cl)eirtmctit IIf Public SM'et. Board �iF BLlildin« i eUL11 unrn and �t:utt au cl� Construction Supe•rvis ar i_icense License: CS 40324 MARK J MELCHIONDA 50 NOREAST DR BOX 1628 SAGAMORE BEACH, MA 02562 Expiration: 2/19/2013 ( .miui.•inncr Tr=: 11112 seatvs AB L MASS. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO 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, j)#jJ C/��S/ as Owner of the subject property hereby authorize . mELC �G �¢ to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) O. �Si;gnature of Owner Date h�v C �/S Ttis� Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 g �3 A• ' T�ERNIA1.L PERF®RP�ANCE m ..-' '�N- .�t_�111 .. I I . I �Ii­. 7'7��.�,:. .��--,�.,-�-�'i--,��-�,,,-�,,�,��--.,,�,-,.�..'�� ��i;A..'�� " ti, y I&` '` - Integrity Casement I:ntegrltyCasement Picture ,': °r:: ast.. * ;, - _ y -Vale SHGC VT ENERGYSTAR 051 N NC SC,S`„ Insul'--1 GIaSs/�oE Air 032 4n - A' ENERGY DATA U Val : R V lue SHGC VT ENERGY STAR ENERGY DATA U V I e R _ M „, InsulatingGlass/LoE?-Air 033 303 030 g -. �' 313 0:34 1'0.58 N,NC SC°Sa3u f " '° . .InsulatingGlass/LoE?=Argon 020. 345 030 051 N NC SC;S` InsulatingGlass/LoE?-Argon '0.28- 357 0.34 0.58 N,NC SC S 4 . s InsulatingGlass/LoE?-Au GBG 033':: 3i.03 028 046 r.:N NC SC$: InsulatngGlass/LoE1 Air-GBG 033 303 Oi31 0.52 N NC$C S ' y�x�r a,:^- InsulatingGlass/LoEz-Argon•GBG 0.30 333 :: 028 046 NNC,SC,S:. ;InsulatingGlass/LoE°=Argon GBG 028 '357 0.31 - 0.52 NNC SC5 i"' :..a, .: - r InsulatingGlass/LoET=A,r SDL T 033;i, 303 028 046 N NC SC S,; JnsulatmgGla'ss/LoE° Ar=:SDL 032 313 0:31 052 N NC SC S w _ _ ..f InsulatingGlass/LoEz•Argon-SDL. 0.29 345 r 028 046 N NC SC,S InsulatingGlass/LoP-Argon SDL 028 357 0:31 0.52 N,NC SC S 11, . r : y, Insulating Glass/LoE'366Au% 032 313 = 020 046 NNCSCS ':InsulatingGlass/LoE'36G=Av 031 323 0.23 0.53 NNCSCS *+ insulating Glass/LoE3-366 Argon 029 345 020 046 N NC,SC,S InsulatingGlas3/LoEz-366-Argon 027 370 0.23 -0:53 N,NC SC 5 ' I. ,f'} Insulate g Glass/LoE3366 Afr GBG 033 303 .' 019 042 N NC SC St Insulak ng Glass/LoEz 366=Au GBG 032 313 0:21 0.47 ­11 N NC 5C S A InsulatingGlass/LoE3-366 Argon GBG 029 345 O18 042 NNCSCS1. InsulatingGlass/LoE3366-Argon-GBG`028 357 0.21 OA7 NNCSCS �' fir`."e Insulating:Glass/LoE3=366 Av SDL: 032 313 019 4 '042 N NC SC S Insulating Glass/LoEz 366='Aii S1.DL 031 3 23 Oi21 047 N NC% SC 5�: �s InsulatingGlass/LoE3-366 Argon SDL 029 ., 345 01i 042 N NC SC,S' InsulatingGlass/LoEz 366=Argon•$DL :.027 370 0:21 0.47 N,NC SC S i ak � fi - C �A1. .k � 11 Integrity Awning fntegnty Double Hung ' ;" .: a z*' ENERGY.DATA U Valu R Value! SHGC VT ENERGY STAR ENERGY DATA 0-value R-Value SHGC VT- ENERGY STAR R y w ,1'., InsulatingGlass/LoE?-Air 033 303 030 651 ;N NC SC S InsulatingGlass/LoE' Av <033 -303 Oi32 0.54 N NC SC 5 3: InsulatingGlass/LoE°-Argon 0.29, 345 030 051 N NC SC,S;," InsulatngGlass/LoEz Argon 030 333 0:32 0:54 N,NC Sc S art InsulatingGlass/LoEz=Air GBG, 0.33 303;', 028 046 N NC,SC,S"' -InsulatingGlass/LoE' Alr'GBG" 034 294 0.29 048 NNC SC S ^ InsulatingGlass/LoE Argon-GBG 0.29 3.45: 0.27 0.46 N,NC,SC,S' Insulatin Gla 1 g ss/LoEz Argon GBG 030 333 0.28 0.48 N,NC SC S a .•fJ Insulating'.Glass/LoE==Av SDL 0.33 3q I', 028 . 046 .;N NC$C,S ,Insulati,6Glass/LoE1 Av=SDL :'033 '303 0;29 0.48 N,•NC$C Se a try InsulatingGlass/LoE2•Argon SDL 029 345 t: 027 046 N NC SC S, , InsulatingGlass/LoE' Argon SDL 030 333 028 0.48 N,NC SC S . 'ras ` InsulatingGlass/LoE3-366 Air _ 0.32 313 020 046 NNCSCS :: InsulatingGlass/LoE3366:Ain .',033 303 021 049 NNCSCS ' .., �� :. ` InsulatingGlass/LoE3.366 Argon 028 357 . 020 046 N-NC SC S InsulatingGlass/LoEz 366=Argon ?029 345 021 0.49 N NC SC S At Insulatng Glass/LoE3+366 A r•GBG 033 303 0' •'` 042 N NC SC 5 Insulating Glass/LoE3 366-Au GBG 034 294 0:19 0.43 N NC SC 5 ` 1 s; . " InsulatingGlass/LoE3366Argon;GBG 0.29. 345':_ 018 .: 042 :.N,NC5C5 :lnsulatingGlass/LoE3-366=Argon,GBG'030 333 0.19 0.43 NNCSCS ate."=.' { ', InsulatingGlass/LoE.' Air SDL'`:' 0.32 313 019 642 N,NC SC S':1 Insulatng,Glasz/LoE3.-., ,I SDL ':033 303 0.19 0.43 N;NC SC S ; s� InsulatingGlass/LoE3.366-Argon-SDL 0.28. 357 s. 018 042 -N,NC SC,S InsulatingGlass/LoE3366-Argon SDL 029 345 0,19 0.43 N,NC$C 5 ;_ a - - i. _s '- ; ' r Integrity Double Hung Picture Integrity Glider" �; � ENERGY DATA U Value.: R Value SHGC VT ENERGY STAR ENERGY DATA U Value ".R Value SHGC VT% ENERGY STAR a 4 Insulating:Glass/LoE''Au 032 313 033 057 "'N NC SIC S InsulatingGlass/LoE3 Au 033 303 032 0:54 N NC SC 5 f. ,11 t InsulatingGlass/LoE'-.Argon 028 --:i 357 - '. 033tt 057 N,NC,SC,S- InsulatingGlass/LoEz-Argon 030 :-: 333 031 0:54 N,NC,SCS �' ".',p InsulatingGlass/LoE1-Au GBG s: 033 303 030 651 N NC SC S„ InsulatingGlass/LoE' Afr=GBG 034 294 '';029 048 N NCSC 5 n. % 5 5 ,,r r 1 InsulatingGlass/LoE1 Argon GBG. 029 345 -' 630 O51 N NC SC S: InsulatingGlass/LoE3 Argon GBG 030 333 028 0.48 N NC,SC 5 "x InsulatingGlass/LoE'`Av SDL 032 313 030 051 -:N NC SC S'" 'InsulakingGlass/LoP Air-SDL U33 303 '029 0:48 N NC;SC SUf F 4 " t %ee + InsulatingGlass/LoE'-Argon SDL 028 357 030 051 "N NC SC,S' InsulatingGlass/LoE'-Argon SD 030 < 333 028 0.48 N NG,SC S � a �T *@ InsulatingGlass/LoE'°366 Afr s 032 313 033 ;057 N NC SC S,; InsulatngGlass/LoE3 366=Air 033 303 021 0:49 N NC SC S �� - I. 1. �, , iiPl v 1 InsulatingGlass/LoE3366 Argon 028 357 033 057 N NC SC 5'. ImulatingGlass/LoE3366-Argon 029 345 �021 0.49 N NCSC 5 . Ins1.ulatingGlass/LoE3366 Afr GBG 033 303 030 i051 :N NC SC S„ InsulatingGlass/LoE3366=Afr GBG 034 : 294 f:019 0:43 N NCSC S� �-' InsulatingGlass/LoE3366 Argon-GBG029 345 .` 030 'U51 N NC SC S 'InsulatingGlass/LoE3366 Argon GBG 030 333 019,- 0:43 N,NC,SC1.S ``'y.S ka Insulat'gGIass/L'E, 366 Au SDL 032 313 030 051 , N NC SC 5 F InsulatngGlass/LoE3366-Au SDL 033 303 019 0:43 N NC,SC S "� 1. s InsulatingGlass/LoE3.366 ArI.gon-SDL 02. 357 030 s051 N NC SC,S-s InsulatingGlass/LoE3 366.Argon SDL 029 345 019 043 N NC,SC S . ,. of 4+; M , 1 11 a 31.1. I : �: 11 Integrity Casement Rou1.nd Top Integrity Double Hung Round Top , 1. -- ,, � � - ENERGYDATA UValue. RV lee �_SHGC -VT ENERGYSTAR ENERGY DATA UValue R'Vle SHGC VT: ENERGY STARE "" 1. InsulatingGlass/LoE1•�IltAv 032 313 036 062 N NC SC 5 f InsulatingGlass/LoEz Air 032 313 037 064 N NC SC S'+ e'« InsulatingGlass/LoE'=Argon 028 357 036 062 N NC SC .: InsulatingGlass/LoEz Argon y028 '357 0.37 064 N NC SC S 'OVp a ". 11 ` Ems.. InsulatingGlass/LoE'`AfrGBG 033 t:'. 303 -4 033 056 `N NC SC 5 InsulatingGlass/LoE'AvGBG 033 303 034 OSZ N NG='SC 5 Y n � ,. InsulatingGlass/LoE1-Argon GBG 029 345 033 056 N NC SC S InsulatngGlass/LoE'Argon GBG 029 345 0.33 057 N NC,SC S Insulating:Glasi&(o -,Air SDL 032 :< 313 s 033 O56 N NC SC 5 InsulalmgGlass/LoE'Av SDL 032 313 034r. 05Z N NC 5C 5 J :."e r InsulatingGlass/LoEz-Argon SDL 028 :` 357 033 056 N NC SC S' InzulaNngGlass/LoEz Argon SDL 028 3.57 033 0.57' N NC,SC 5 il_ s f InsulatingGlass/LoE3.366 Au 031 323 024 056 N NC SC S InsulatingGlass/LoE3366 Sir 031 3123 0.25 0.57 N NC'SC Ss Ike InsulatingGlass/LoE3-366 Argon 027 370 024 056 N NC$C S: InsulatingGlass/loE3.366-Argon 027 3:70 1).24 0.57 N NC,SC S ;' 1.`s,, 1 r#: InsulatingGlass/LoE3.366 AvG8G 033 303 022 050 N, , 5 InsulatingGlass/LoE3366.-Mr-GM GBG 033 3.03 023 051 N NC''$C Sy ' �rt5 ate, InsulatingGlass/LoE3-366 Argon-GBG028 357 022 050 NNCSCS " InsulatingGlass/LoE3366 ArgonGBG-028 3.57 022 OSt NNCSCS` > �' � InsulatingGlass/LoE3366 AvSDL` 031 = 323 : ;022 i 050 N NC SC S - InsulatingGlass/LoE3366 Au SDL 031 31.23 0-23 051 NNCSCS + I s F InsulatingGlass/LoE3366 Argon-SDL 027 370 ,022 050 N NC SC,S': InsulatingGlass/LoEz 366-,ArgonSDl :027 3.70 0;22 0.51 N,NC;SC S- Boise Cascade DolublP9v /4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F13O1 BC CALC®3.0 Design Report-US 1 span No cantilevers 1 0/12 slope Wednesday,January 04,2012 Build 517 File Name: $NewDefault Job Name: Dan and Donna Christensen Description:Window header Address: 697 Shoot Flying Hill Rd Specifier: City,State,Zip:Barnstable, Designer: BC Customer: Mark Melcondia Company: Shepleys Code reports: ESR-1040 Misc: o ' 2 p , s : +;•- t '+a e.t... .,_.., f iC Yui. t k �.:�;aa + '3�rt {, �s", ` i, ! �^i ti, -.: . - ,n-... •' .'�'+..x� ...,<.��y:�„,. '�� 1 t'3a 't�.;sr ,,,� �...-w a, `'to-,'S�'T '- ;.�, ....,�' :gin xC .k r'N,��° ,.•. � s y`e�. ,;§. .��2"�.,p�".''�.�'..'. , ��"f.7y �€'..;s .'�;� t��s,�����`�Z` orroaoo , BO,3-1/2" B1,3-1/2" LL 390 Ibs LL 390 Ibs DL 801 Ibs DL 801 Ibs SL 1,170lbs SL 1,170lbs Total Horizontal Product Length=06-00-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 attic/ceiling Unf.Area(psf) L 00-00-00 06-00-00 20 10 06-06-00 2 Roof Unf.Area(psf) L 00-00-00 06-00-00 15 30 13-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 3,022 ft-Ibs 31.4% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 1,656 Ibs 29.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U885(0.075") 27.1% 2 1 output as evidence of suitability for Live Load Defl. U1,340(0.05") 26.9% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.075" 7.5% 2 1 properties and analysis methods. Span/Depth 9.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearin SU building codes.To obtain Installation Guide g pportS Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2 2,361 Ibs n/a 25.7% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 2,361 Ibs n/a 25.7% Unspecified BC CALC®,BC FRAMER®,AJSTM', Notes ALLJOISTO,BC RIM BOARD- BCI®, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM@,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Connection Diagram �►{b —d a c a minimum=2" c=3-1/4" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 ��ac,-gam'-: ®Boise Cascade Double 1 3�4' x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamIF13O2 BC CALC®3.0 Design Report-US 1 span I No cantilevers 1 0/12 slope Wednesday,January 04,2012 Build 517 File Name: $NewDefault Job Name: Dan and Donna Christensen Description:Window Header Address: 697 Shoot Flying Hill Rd Specifier: City, State,Zip:Barnstable, Designer: BC Customer: Mark Melcondia Company: Shepleys Code reports: ESR-1040 Misc: 2 ! p ® 0 0 V V ® V ® ® V P ® V V V 4 ® V ® V 0 ® 4 V V V A ® V B ® = V O O V V V V V V V V B V `,iS£.'r '+3'�wY $x `' `'4 6�, 3 ✓ '::t. zt s,zi'i- 4 u€. :aas3 �}}.fit cam, k3 ,t }3'<'.., r .t ;,ti-, ;r',d s f". H-.h; �G ,t,. :,r. 5 1. .>�?t1}�e :,�'E t hmi? k x-� ,u�- f tit "a ..5 •. �. 2 }r`J 4»y ?. +ir. &'C.; C yJ �':. ti J'�.. y{,,.rt r., r,«.,'f v r^ ;. zGX.-.,y:., .✓.'h:. G r F 's"Su; 't✓~, l4�' y s ,.'hx'Pl. .'�,`rr. .gym"..: 3 _.ly.F a 'k x 3 ,{jAv3t t .. (:..a, � '+i 'G'S '�Ys 'hJ' �% s i t Ri3'�pr '5f s 1 F .�' d;t 4...r ''fl YiZ. ��i, �.' '�. :4?� r N p �'b`�.ii 6Fv:bkr..t,vt!5.4� 41N�*.�-.�tsa4;.. .:�t �,a45�:u,5rY�d�Fu�+.+'�,tS�ci?ul"N2 Wk}^�, 4'.c,� La:�4..ai�'f�k; 08-06-00 BO,3-1/2" B1,3-1/2" ` LL 553 Ibs LL 553 Ibs DL 1,135 Ibs DL 1,135 Ibs SL 1,658lbs SL 1,658lbs Total Horizontal Product Length=08-06-00 Live ' Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 attic/ceiling Unf.Area(psf) L 00-00-00 08-06-00 20 10 06-06-00 2 Roof Unf.Area(psf) L 00-00-00 08-06-00 15 30 13-00-00 Controls Summary Value %,Allowable Duration case Span Disclosure Pos. Moment 6,363 ft-Ibs 66.1% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2,640 Ibs 47.6% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U290(0.333") 82.9% 2 1 output as evidence of suitability for Live Load Defl. U438(0.22') 82.1% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.333" 33.3% 2 1 properties and analysis methods. Span/Depth 13.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %,Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide or ask questions,please call BO Post 3-1/2"x 3-1/2" 3,345 Ibs n/a 36.4% Unspecified (800)232-0788 before installation. 61 Post 3-1/2"x 3-1/2" 3,345 Ibs n/a 36.4% Unspecified BC CALC@if BC FRAMER®,AJS-, Notes ALLJOISTO,BC RIM BOARDTm BCIO, BOISE GLULAMTm SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®;VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Connection Diagram Products L.L.C. b d ti a cc • 1 a minimum=2" c=3-1/4" b minimum=3" d=24" ' Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 685 SHOOTFLYING HILL RD MAP 193 PARCEL 007 Current Zoning Information N/F Zoning aaeelticati RD-1 TOWN OF BARNSTABLE Zoning Defla Reeldentkd District Re OvCeerlgy District Frotection Owerlay Dtetrict S87'29'32"E Building Setback Requirements — 1 2 3 _ Required Front Yard Setback 30 Feet f —— —————— r N ,Side Yard Setback 10 Feet tr rn Rear Yard Setback 10 Feet o O1 LOT 3 I CB CA MAP 192 PARCEL 60 CTR IZ 20,400 SFt I FND/ k CURRENT OWNER: < Co DONNACHRISTENSENIEL E. I� I3' HIGH WOOD IF I FENCE (TYP) 11 ONCRETE I PROPOSED 0 I°J PAD WOOD DECK ENCLOSURE w °tea I AND STEPS OF EXISTING 26 HIGH NOON DRIVE Z I 1 I STEPS aQ MAP 193 PARCEL 225 N/F o r e JOANNE S GOLDMAN NS.S 0.3' _j 97 1 STORY t 39.4' w o, AEPTIC � � UIXISTING �ONRLOT LINEVEY K(TYP)SET 0 l�I SYSTEM I of a m I I Z _j LL'04 PEASTONE O.. 3 DRIVEWAY o� I ofV) E6 kn � p a k MAIL BOX E5 V 110.99'J - \ N 87'21'42" W CBDH FND HIGH NOON DRIVE (40' WIDE) I CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED AS PLOT PLAN SHOWN AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH THE 697 SHOOTFLYING HILL RD DIMENSIONAL REGULATIONS OF ZONING BY-LAWS OF THE TOWN OF BARNSTABLE AND IS LOCATED IN FLOOD ZONE C (NOT A SPECIAL CENTERVILLE FLOOD ON THE F.E.M.A. FLOOD INANC RATE MAP ZNUMBER ARD E250001 00 5NC EFFECTIVE DATE AUGUST 19 R1965E BARNSTABLE, MASS. ®I XAAA4 Revised: 1/10/2012 ® �ZN OF y ASs�® SCALE: 1"=40' DATE: 10/15/2010 ® g`r TIMOTHY ® �� ® U ENR. NETT y ® BENNETT ENGINEERING A N0.36856 ® LAND SURVEYING,ENGINEERING,&DEVELOPMENT SERVICES 9FGISTEA� PLAN REF: 198-51 ®®�NAI ANOsv ®� PO BOX 297 TEL.(508)888,4868 DEED REF: BK 20930 PG 183 �� ® . ® � Z' SAGAMORE BEACH,MA 02562 FAX.(508)888,4867 JOB NO: 1459 1 t® 0 40 80 120 OC�) a . Town of Barnstable �"'E Regulatory Services TOWN �� RIS�A° Thomas F.Geiler, Director ` " : i Building Division 1659. ,0� f �Fo �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 � www.town.barnstable.ma.us DTV � e° ST .t= f, r Office: 508-8624038 Fax: 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION 200 square feet or less 7 �-ll � I-I I LL Vzb C I�b TES i I' L Location of shed(address) Village Property owner's name Telephone number Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District?. Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) l./ Sign off hours for Conservation 8:00-9:30A 3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. , THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms=shedreg �- REV:042911 ................:. yy V 685 SH00TFLYING HILL RD Q MAR 193 PARCEL.OOZ v Current Zoning'iniormation N/F `_ X - n p To" Of BARNSTABLE. S H E"D RMaIrOe' DiUki S87'29'32"E BuAdinq Setbo* puirwnentslowlrad " 10$:Z9` ._ r r.t`Y.,d'Setback 30 Foot —. ..—— A Side Yard Setback 10 Feet + a Rear Yord back D Feet h :w LOT 3 TR w 4 MAP 192PARCE' CTR IPr+ 20.400 SF'± I FNQ �. I'. CURRENT OWNER. as;.6 O DONNA' L. DANIEL E.� ' PO CHRISTENSEN; IS- HIGH WOOD W IF I FENCE(TYP) 0o h {M O R ONCRETE �► IW PAD; WOOD DECKI I 'aa I AND,STEPS] 26' HIGH NOON.DRIVE:. MAP 193 PARCEL 225. I, 4L3'` J. JOANNE S,GOLDMAN ): �, .►r—�F, 2 'per r— 97 V w�Y. I Lj, n I Ob EXISTING .: i ! zSEPTIC :� SURVEY STAKE SET I SYSTEM' ;I w b+ ��+.� ON`.LOT LINE (TYP}:. ( I I z I3: JI I' _ �Q O I I PEASTONE 0 ORI.VEWAY Z i MAIL:BOX o 110.99 N.67?21'42"'W CBOH FND: HIGH N00N bRIVE. CERTIFY THAT THE: STRUCTURE SHOWN 'ON THIS PLAN IS LOCATED AS PLOT PLAN SHOWN AND:TO THE BEST OF MY.—KNOWLEDGE; COMPLY WITH.THI 69'7 SHOOT'I=LYI;NG:HLL RD DIMENSIONAL REGUL:ATIONS:;OF'ZONING BY—LAWS OF THE TOWN OF BARNSTABLE AND iIS LOCATED.IN FLOOD ZONE C.(NOT A SPECIAL CEN I•�R V IL,LI FLOOD.HAZARD AREA) AS SHOWN, ON THE"F.E M A. FLOOD:INSURANCE RATE MAP NUMBER,.250001 0015C, EFFECTIVE DATE:AI 2&19..1:985s BARNSTABLE, MASS. oF SCALE::1"=4.0' DATE: 10/15/2010 6� < 'TWITtiY �. NE N ` BE'NNE 171 ENGINEERING> 8£NTT ►: 0.36$56 SUF2VEYING,ETEGINEERI1VG,:&:DSVEL:APMENC SImmCES; ;►�� f� PO BOX 297 TBt '{5O8)88t3 4B68 PLAN REF, 8,51 3AGAMOftE BEACH.Mi4 02562 F'AX.(508)BSD4867 DEED REF: BK 20930 PG '1'83 0 4. ao 20 JOB NO' 109 77 oFTM�t�yti The Town of Barnstable 0 Department of Health, Safety and Environmental Services `• „,�M " Building Division e t639. A�O� 367 Main Street,Hyannis MA 02601 rFD MA't Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner Home Occupation Registration Date: Name: Phone#: ��� Address:ro q'? ,�—ova I G,�y6� ffz&LAL , Village: &&A` Type of Business: Map/Lot: q � 60 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: .' Date:-- ` U Homeoc.doc TO ALL NEW BUSINESS OWNERS Fill in please: APPLICANT'S ® ® ® �® YOUR NAME: I1t9-" ��= BUSINESS 0 YOUR HOME ADDRESS: r 97 .: ac e 'S:� TELEPHONE ;' Telephone Number(Home) — II ., li I TYPE,OF BUSINESSi�u�✓2 NAME OF NEW BUSINESS IS THIS A HOME:OCCUPATL N? ADDRESS OF.BUSINESS MAP/PARCEL NUMBER C� When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor- Town Hall). 1. GO TO BUILDING INSPECTOR'S OFFICE (4TH FLOOR TOWN HALL) This individual has been inforrped of any permit requirements that pertain to this type of business. ZUKO,�&:S:4c Authorized Signature COMMENTS: . s o S S O O . ' LM�� a-��' c -e - �y C� 9. ,c.Q.Y S P� �� v S i 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individual h een inform o the er it requi a ents that pertain to this type of business. Authorized Signature COMMENTS: 3. GO TO CONSUMER FFAIRS (LICENSING AUTHORITY) - (3RD FLOOR SCHOOL ADMINISTRATION BUILDING) This individual has b n i formed of t e ke ing requirements that pertain to this type of business. Authori d Sign re • ,,OMMENTS: after obtaining the req fired signatures you must return to the Town Clerk's Office to obtain your business certificate (cost $20.00 for 4 years). A busin ss certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. AssessoO SEEPTIC SYSTEM MUST Sewage Permit number ......... ..... INSTALLED IN COMPLI TOWN, OF , BARNSTABLE BUILDING INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following ormation: �V)- � Name of Architect ........ Q./....................................Address ......6.9.... Ls:;Y'..........bcaA).I.Q./.;!6..... Number of Rooms ...............8...............................................Foundation )o......-�250f.-.,6J........a ................. le-5............ Floors ...........C-tye......!1:�....E�Ijj.4,9/y\...................Interior ............. ......................................... Heating ....1-6 . ......dd....Ate.......Cqs................Plumbing ........... ............ Definitive Plan Approved by Planning Board --------------------------------19--------- Area ........aze...9.....4........... Diagram, of Lot and Building with Dimensions Fee ........ I................. SUBJECT TO APPROVAL OF BOARD OF HEALTH COO lilt -10. + OCCUPANCY.PERMITS REQUIRED FOR NEW DWELLINGS 1. hoe6y ogee to conform to all the Rules and Regulations of the Town of Bomu�6|e regarding the above ' ` Name -- .. --^-----''~ - - ' ' ~ - Construction Supervisor's License —' ......... LINDBERG, DAN & LINDA J J 27401 N ................. Permit .......................... tj 1' for .9��..Story Single Fan-Lily Dwelling ............................................................................... Location ...6.9.7...Sho.ot..F.lying...Hil.1...Rpad... .. . . ...... .... .. .......... ...... . ... ..... Centerville ............................................................................. Owner ...Dan & Linda Lindbe-�g.................. ........................................ Type.of Construction Frame.............................. . ................................................................................ Plot ............................... Lot ................................ Permit,Granted ..januaxy 7 .................19 85 ...................... Date of I spectiory-f/l. 2.fl,9 1 n ...... _2 Date -Completed ................19 .i :.i 54 r V M o , F C) m �►�a� °'gyp N%.EA / oaAr� ' �a �. - HIG,�r v� ��r L,16 3134.1CO 1 $ - CH0 �egrrreacrrmmmmmom�t'` Fo�,.�v�PTi0 J AS BUILT " ' PLOT PLAN To THE • 8ttT df MY -INFORMATION �r2N1i�9�c� , MASS. KNOWLEDGE, 'AND BELIEF THE .....r...�.�...�.m� .SHOWN ON THIS R. ✓. O NEARN, OW, RCS, RS PLAiY FtA$ BEEN LOCATED ON- THE 1349 ROUTE 134 1D AS. IN A A0 EAST DENRIS, MASS. ,Lt ?, . G%�-'C,./ DATE: 2 2� $S� SCALE. �- z��t LAND SURVEYOR, J08 N0. ��`- CLIENT _.: DR. BY : SHEET . OE ..� ._.,., .� „+TM^ TOWN OF BARNSTABLE Permit No. _-____ Building Inspector s,u�r.n Cash OCCUPANCY PERMIT Bond -------_---_ Issued to Address Wiring Inspector Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN ` REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. O .....................................................1 19_...._._ .................................................................................................................. Building Inspector TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 Q 7— Parcel D Permit# Health Division Date Issued Conservation Division / �ko &4- — Fee 6 Tax Collector SEPTIC SYSTEM MUST BE Treasurer INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 IENWRONNIENTAL C0S!7 ,PP6a'a� Date Definitive Plan Approved by Planning Board00 Historic-OKH Preservation/Hyannis y Project Street Address 7 �lQOT/cG(//iV A/G Village 711i 4 �e R f Owner ///9 zlei G%ya�✓2" ; Address Telephone �� /ZS® A Permit Request ,, aZ`LAW.4V — a (Arl 1?A1-GQo Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation U Zoning District Flood Plain Groundwater Overlay Construction Type wool). Lot Size r y Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family M/ Two Family ❑ Multi-Family(#units) Age of Existing Structure45'V;.g Historic House: ❑Yes 3410 On Old King's Highway: ❑Yes l<o Basement Type: 3 Full ❑Crawl IY/Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 1 G 0 Number of Baths: Full: existing Z. new Half: existing new_ Number of Bedrooms: existing. new N Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: M//Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:0 existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:Cl existing We-w size !/2D Shed:❑existing ❑new size Other: -I Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes GYNo If yes, site plan review# Current Use Proposed Use , BUILDER INFORMATION Name—04AZ LU,a ge_0 Telephone Number U f/o Address (0�17 OTFt— AK C" License# UJ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE _�`S!—�,,�, /�,�� DATE 7 Zfhooa _ _ F FOR OFFICIAL USE ONLY PERMIT-NO. DATE ISSUED MAP/PARCEL NO. 04, r _ ADDRESS ' X VILLAGE OWNERa. ! a J DATE OF INSPECTION:k FOUNDATION FRAME INSULATION FIREPLACE • t'� ELECTRICAL: ROUGH FINAL I � ♦ PLUMBING: ROUGH_, = FINAL GAS: ROUGH FINAL, , A" Ml FINAL BUILDING x DATE CLOSED OUT- ASSOCIATION PLAN NO. rf h k »ti 0 All Vr 'Wilt M i 4 o a 2 .3 1977 1341: trti 0 co CH U r, r�O��tNONtHaN�•�.� E ro• �THE"..,b"T W '110ForetMATr AS BUILT" PLOT PLAN , IWY* LEQGE, AIM® BELIEF THE � � �T•9�'c�' ,m s5. SHOWN ONT�ifs �o�-„� "L.AH PEAS BEEN LOCATED OR THE � ✓° 0 WE'A, dW, DRO 1® AS INDICATED I348 RoUTE 134 EAST DENNIS MASS. /"26- A! LTE= EO. 2 7 XSC 1LEtmmft LAND SURVEYOR- J08 mil`-2---��-!� i OR. SY t 914F 9 Ir --__-� ESTIMATED PROJECT COST WORKSHEET _- Value LIVING SPACE (high end construction) square feet X$115/sq. foot (above average construction) square feet X$9b/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) ® square feet X$25/sq.foot= squawfeet X$20/sq. foot= 6 0 are feet X$15Isq.foot square DECK -,, OTHER square feet X$??/sq. foot= Total Estimated Project Cost f7 qGO The Town of Barnstable 9 K Department of Health Safe and Environmental Services P Building Division 367 Main Street,Hyannis MA 02601 . Office: 508-862-4038 _ Ralph Crossen Fax: 508-790-6230 Building Commissio: Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied. building containing at least one but not more than four dwelling units orto structures which are adjacent to such residence or building be done by registered cofactors,with certain exceptions,along with other `requirements. Type of Work: Estimated Cost Address of work: C&2 gel Owner's Name.- U A Oa Date of Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law QJob Under S 1,000 C3Building not owner-occupied G;Gmcr pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR-GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply'for a permit as the agent of the owner. Date Contractor Name Registration No. OR Z -va Date. Owner's Name q:forms:Affidav ��`• The Commonwealth 0f 1►Iassacttuserr�i: DepartrnMt oflndusvial Accidents ef (x ` '600 Washington S!re �it =- ass• 02111 �. �=-- Boston,M Co�ensation Insaranee davit Workers ��% �%///17���%'%!����:�� ;`...: tee: Al ee lacation� hone 77�'/�� d city r�rmiagan WOkMy� I am a homeowners P • is aav� . Ll I am a sole p =CWr aad have no am ,,, ,,, ///%// for my $oasis job. , ; :.}: .>v.>.v:: :.. .. ..:.:.:...:::::........ :.:.:.:......;ter:. ::::{::-.n � .. .. . . . . . - comnanv nam „ .. 9C iMMMxc>r S�dreSS .. {, .. ...... v:M.•r+v r :.w+, .'�•'.•. .. .,....- .•. .; ,17�,'w'!;??h,�{�,L,{{�?�i•;'::......:?;:. .. ....v?v:r:.v•.::,v.:•v:h{•}iyw•{.}i....A•M;... .. •. 'p )'6'^. 4' yy� •..• .����yy4;�}aaAnl, ,MvJ ..,.:.......,.:.:..:.:.:.:.........:....... .s:... ........ Z whD COds' �nsarsnce co'r' � e MO midbm undthe C � oW I am a sole have x �.K>:?r {}« r :w t.aSdtlt]a ,.; . foucMing orkers ... :. • r .... ) ..w..2. ... ....;... 4 ...... 4'•}:iri::Sn?'•:+M;:v{y7:ii}}i}};{{}};j{{+}{:•ri•.;$}i;:iC:j;?iiii;:�:;��>:: Ol mataanvnsme•. . .. .. .....;.:. I .. .. address �L♦ .....,T. .. ..... } tl Y {{:fr 1nsQTat tB h.s?, .� c�ayrc}?tfic,»::>:::"::?:s:{:-::{•.;:.:};•::•.µ::::}J:}}::;:<:::;;::.. ,w. ................ .............,,.. -.....::.r.:,..;.:;•.:aurora....::.,-:.:....:..Y.}}::;:}}:•.,.., „o,Nc:Y"""ia��o��• .:,..+.:,... :........::}.:.:......:n.. ........µ..:{�:�••:•.yh•}�.r"`.,•, ='n:. vr`�{� •:.k4;.':':i}i^:<5:•::',��:i s:•. . .. ..- ::•. ::...iiv;';"{{ti?L:{;:i�::ti:•}is{h:++:`vti•}}.v•.:vti:,vf:4i:?�:i`:{•}iv:!J::'.:.:::.'�:'�� address ...:{r• ...:...r..,-;::•.r.... ..by .. }♦ v i}r:,% Y•�..•.•L�'SY.•'.,:�i f:.••'r' :i::' .... ..... ..... .. ,. r.a.. •w +era..x; ;,::.::;.;: N-N.........::::::::.}:•r.••r.}}}•::f�:^ ".;••""AZ}. •. .. ... ........ :•:... PRIOR- - 'a4�;c>.+.�4„{'i;":3:::`a'a.';q,ry{;cry{a;.•�} :.......:::::::::•.........vOR .rfY.. insvranceto:'::` '"?" ::} of �ota�IIptoS2340.00andror tmder6eatla�2-9 I&ME M i m indto Ws !hest a Faffare to Secure eovetage s intbe fan n oist SLOP WUx&ORDER and s tea of S100A0 a�7 ataiast tae. I� a one years'nnpmomneatasweRasdvDpeseitles o[StCDIAtoreo easie Copy of this state moms stay be forwarded to tbo omm offtm ft uadrr the aim and penalties ofP� that the information pMvided°hove is true and corned I do hereby certify P ��cf�v2� • ' _ Date Siffiature Ph=# �LS� p-I mt name L/ o>Hcfal ofudaiWeonly do notwtiteiatlds area tobe b7�7°lfOM QBU agDeparI pUMWUeotselt [3ueenung Board city or town: : ,Oselecanen's Mee res onse is required . 'OHealth.Depzrr=rnt ❑ check if immediate p ❑ether--, -- phone#' contact pens,n:,, Information and Instructions.-.; tassachusem General Laws chapter I52 section 25 requires '� loyers to provide workers -- from�`haw„���loyee� defined�every person m the service of another untie:and• cc—=- plo,•ees. As quoted " ,,f hire. n--pzess or itttplied, oral or wnttea- or other legal entity', or -Two or moz ed as am individual,parmershil3, association, corpora �•ez. or th� 10. - lover is defined rives of a deceased empio ,� emp and including the nP _ he foregoing ended in a joint eaterprise, employees However the owner o: a partnership, association or other legal entity, =Ploymg trustee of an individual,p and who ,or the occupant of the dweliin.house c - not more than three apartments welling house hazing comstra�=ar repair work oa such dwelling house or on the you: another who employs persons to do tMbe as to building appurtenaat thereto shah not because of such employee ba deemed employer' _ sbaD witbhoId the issuance a: 252 section 25 also states that even'state or local licensing agency 'v1GL chapter is the commonwealth for any applicant wh` `- 't to operate a business or to construct buildings . ... . - d. Additiona113' �•:f=r the of a license or perms P tsetse wee coaeraEe req of ublic work u=:= not produced acceptable evidence of come fiW�PQ p any cab== commonwealth nor day of its political sabdivisioas shall.eater�D of acceptable evideaee of comp bty ays bees prese=d w the cou.�=- wrththe msa==rega =c= utho pplicants the b=tbat applies to wur dmzd=and easatiau tiff davit may, ' as all amdaiits mar be Please fill in the workers �P numbers AIM with a.���.., supplg coatpany names,address and phony finsulance�v Also be sure to si=n Dcnt of mat Accidents for the ermit o:ucease Is submitted to the ep be sewtot�city _*O.tthe app oa P 'The affidavit shcald regar�ag the "law"or� ••- 'h• andust quid ymbave anp VeSstir"t date the affi ��, re ested, D = P call the D at the number listed below. being oIIOt,a wrs' cPoluy,P . ._.... ,�,,,. ....,., are required 7,%' %M?'/I _ City or Towns �at the b[mom C: �- ac.. is tad y' M.D �P the lip. Ple:.se Please be sure that the affidavit �PUVCsdPtions to contaet you regarding aPP affidavit for you to fill outiathe eve�the OffCe�beusedas a �=mber: 'Ilse affidavits may be wed m be sure to fill in the pie number which aarnneat by man or FAX=I=other arraagemeafs have beeamadQ ta..De. Tie WE=of Invesngatzons would Ike to thank you in advance forvon_cooperali=and should you hay�any 4u�0�' do:not hesitate to give us a rail. _ - ._. __.. _ ,,,,,,w77,,,,, ,.,,,�,.,,,,,, my Tune Drp 's address,telephone and fax ziuraber: The Commonwealth Of Massa husetts Department of Industrial Accidents, Otttce of Mvestipatioas 600 Washington Street Boston,Ma. 02111 fax*: (617) 727-7749 i,<:-n 777-4900 exL 4069 409 or 375 °Ft"E'° Department of Health Safety and Environmental Services Building Division MUM917ABUL = 367 Main Street,Hyannis MA 02601 esnss. 9 i639. �AtEO MA'1► . Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: B LOCATION: /� ire e/�/l�//� JO -Mpp village number -HOMEOWNER": lia >G %/�C�G [lhu�e/y rk # home phone# ""'"phone name CURRENT MAILING ADDRESS: .S��i$`� city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department miniunum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signa ie of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to compiv with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the. provisions of this section(Section 109.1.1-Licensing of construction Supervisors):provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall�ashey are supervisor." the responsibilities of a supervisor(see Many homeowners who use this exemption are ction Supervisors.Section 2.15) This lack of awareness often results in Appendix Q,Rules&Regulations for Licensing Constru serious problems,particularly when the homeowner hires unlicensed persons. In this case.our Boatel cannot emceed against the unlicensed person as it would with a licensed Supervisor. The homeowneracti as Supery acting tsm unities require ris ultimately eas part of the permit To ensure that the homeowner is fully aware of his/her responsibilities,many 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 to amend and adopt such a form/certification for use in your community. Q:F0Rb1S:EXEMPTN -7 7 BOISE CASCADE - BC CALC'rM 2000 DESIGN REPORT - US Wednesday,July 26,2000 09:56 File Triple - 1 3/4" x 91/2" V-L SP 2900 Name: J LEBOEUF B1A.BCC Job Name - LINDBERG GARAGE Customer - JIM LEBOEUF Address - 697 SHOOT FLYING HILL ROAD Specter - Designer - Joe Madera City,State,Zip - CENTERVILLE,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B1A Member Diagram CENTER BEAM ALTERNATE SPAN 4 A Standard Load-30 PSF 1 10 PSF Tributary 1400-00 - :?`"':':sY.::r.s:�.�'i:iaE?r;::::::::?;:: 2756 Ibs LL 78751bs LL 27561bs LL 366 Ibs DL 2888 Ibs DL 8661bs DL 15-00-00 ISM-00 Total Horizontal Length-30-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 30-00-00 30 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value °vAllowable Duration Loadcase Span Location Right Cantilever - No Moment 16145 ft-lbs 82.4% @ 100% 2 2-Left End Shear 3168 Ibs 32.9% @ 100% 4 1 -Left Slope 0/12 Cont.Shear 4927 lbs 51.1% @ 100% 2 1 -Right Tributary 14-00-00 Total Deflection U330(0.544") 72.6% 4 1 Repetitive n/a Live Deflection U402(0.447") 89.4% 4 1 Construction Type n/a Total Neg.Defl. -0.126" 25.1% 5 1 Max.Defl. 0.544"(Limit:1") 54.4% 4 1 Live Load 30 PSF Span/Depth 18.9 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum End bearing length is 1-1/2". who,would rely on the output as Minimum Intermediate bearing length is 3". evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation.For glulam inquine$,please call (800)237-4013. Page 1 of 1 BCW and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2000 DESIGN REPORT - US Wednesday,July 26,2000 09:53 File d Duble - 1 3/4" r91/2"'V-L-SP"2900' Name: J LEBOEUF B2.BCC Job Name - LINDBERG GARAGE Customer - JIM LEBOEUF Address - 697 SHOOT FLYING HILL ROAD Specifier - Designer - Joe Madera City,State,Zip - CENTERVILLE,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B2 Member Diagram a GARAGE-DOOR HEADER Standard Load-30 PSF 110 PSF Tributary 07-00-00 2677 Ibs LL 1230 Ibs DL 1230 lbs LL 230 Ibs DL Total Horizontal Length-08-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 08-06-00 30 PSF 10 PSF 07-00-00 100 Member Type: - Floor Beam 1 ROOF Unf.Area Load Left 00-00-00 08-06-00 30 PSF 15 PSF 14-00-00 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 8303 ft-lbs 55.3% @ 115% 3 1 -Internal Slope 0/12 End Shear 3179 Ibs 43.0% @ 115% 3 1 -Left Tributary 07-00-00 Total Deflection U472(0.216") 50.8% 3 1 Repetitive n/a Live Deflection U689(0.148') 52.2% 3 1 Construction Type n/a Max.Defl. 0.216"(Limit:1') 21.6% 3 1 Span/Depth 10.7 1 Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1')Maximum load deflection criteria. The completeness and accuracy of Minimum End bearing length is 1-1/2". the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation.For glulam inquiries,please call (800)237-4013. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2000 DESIGN REPORT - US Wednesday,July 26,2000 09:51 File Triple - 1 3/4" x 9 1/2" `I-L SP 2900 i Name: J LEBOEUF B1.BCC Job Name - LINDBERG GARAGE Customer - JIM LEBOEUF Address - 697 SHOOT FLYING HILL ROAD Specifier - Designer - Joe Madera City,State,Zip - CENTERVILLE,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - 61 Member Diagram f —CENTER BEAM) Standard Load-30 PSF 110 PSF Tributary 14-00.00 ���--�— �1 2572 Ibs LL 7350 Ibs LL 2572 Ibs LL 809 Ibs DL 2695lbs DL 809lbs DL 14-00-00 14-00.00 Imo` Total Horizontal Length-28-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 28-00-00 30 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 14064 ft-Ibs 71.8% @ 100% 2 2-Left End Shear 2927 Ibs 30.4% @ 100% 5 2-Right Slope 0/12 Cont.Shear 4568 Ibs 47.4% @ 100% 2 2-Left Tributary 14-00-00 Total Deflection U406(0.413') 59.0% 4 1 Repetitive n/a Live Deflection U495(0.339") 72.7% 4 1 Construction Type n/a Total Neg.Defl. -0.095" 19.1% 5 1 Max.Defl. 0.413"(Limit-1') 41.3% 4 1 Live Load 30 PSF Span/Depth 17.7 2 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(1-1240)Total load deflection criteria. Disclosure Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum End bearing length is 1-1/2". who would rely on the output as Minimum Intermediate bearing length is 3". evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation.For glulam inquiries,please call (800)237-4013. Page 1 of 1 BCI@ and Versa-Lam@ are registered trademarks of Boise Cascade Corp. I - I � yo Y J ry r 1)MWil ck- OL 1 1 t✓ ; I cd� ' f , -y- 77 i ARco�S ' '�Q -A ; - Assessor's map.and lot number ........ 9..a-... .G:....... .... -�. C t yDi TN E T� Sewage Permit number t BARNSTABLE. i House number .......................... ..!%.rs.. .......................:.. o NAM 2639. 0MPY0r9 TOWN OF BARNSTABLE . BUILDING INSPECTOR APPLICATION FOR PERMIT TO ................1..0,YJP...kx-4........d,. 1 d,.-).....U;ti4 .......................................... TYPE OF CONSTRUCTION ..................�R...� .^ ........r i9Y12..................................................................... .................... ..1�1 .................19.8y TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............ ....... �(?f ... //N9.....( Jl..... ..................J ........ ............................... Proposed Use ............ .1.�4?c: ....... Al►ml.l. .1 ?6.11?.N.. ................ ZoningDistrict ..... ...............................................Fire District ...................................—..........................j.................. f Name of Owner .....�fj. 1 Lr► A....�-!.l�C`�. cC .......Address ......��... tt .11� .�4�....1. �..........h. N. 2..1�!!/� / T - / 1/ Name of Builder, ...... r4:. 15-14.F....00N.c.T.... .............Address ..�.�..1..�� ..d..P`+.k),I.f�. /...A)...��:.YA.R!:Y!ew.�� Address .................��/?� .Io.�.. .... ............ IV!.�..... Name of Architect ........ ,.....�f/Q..�............ �9 Number of Rooms ............... .....................:.........................Foundation .......i''hrFC ........ d N ._.................. � • J ,.„�. Exterior ....... 4 ! �,�........�--`.. k.N.,?J.I .S...........................Roofing ............�.�.to�./,95. ...�>�1.11act Jc` ..�................. J J n p Floors Cfirpc= `F- F�J.bdt�?/YM...................Interior ............. !'.,/A. c�2.......... �.....�............. Heating 1h...... > 4- . ..,...:....:.Plumbing .......... J �. . _..,. Fireplace .....................................................Approximate. Cost ....... ............................ Definitive Plan Approved by Planning Board -------------------------,_------19--------, Area ........+!1 Y ......4........... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 00 rj=rf , w � � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ' Name ..... .�.�;.. ........ .�fl... .... ............................ Construction Supervisor's License .....03.?A.. 3.......... LINDBEHG, DAN & LINDA A=192-60 No 27401 permit for ..One Story ............ ..... Single Family Dwelling ................................................ ......... ......... Location .........697 Shoot F1Xin H' 1 Road Centerville ............................................................................... Owner ......... an..&..Linda Lindberg............. '- ........................... Type of Construction .......Frame ................................................................................ Plot ............................ Lot ................................ Permit Granted January..7,........19 85 ................ Date of Inspection ....................................19 Date Completed W .. ,. - ---------------------- - md�oQ�o °ope o,Z i,m.. Ozlt-�i-m7d"t-u : F .O _ 0 � 4 : D O • 0. - 4 D Q W — „s tf ,Iffiffi � I' J I If`I 14 I 1-.•t'I e--i O ® 11 Ii I p Q w U a {I y.l wJl I' ,I I® ®IEH FR II a t t t itI Ij I Q _ e �® ®l a I tTl ICI i I I- 10" L I I II II j Nod �I Q L0 t/) .. - - . . qv NEW :ADDITIONS/RENOVATIONS FOR: w C/) MR. & MRS. DANEHRISTENSEN r o 697. SHOOTFLYING HILLRD. : BARN., MA. _ - 6th EDITION MASSACHUSETTS BUILDING CODE MASS VERSION OF WFCM I 10 MPH •EXPOSURES CHECKLIST.. Z SUMMARY OF CONSTRUC I N REQUIREMENTS 1.)STANDARD FRAMING CONNECTION REQUIREMENTS: REFER TO WFCM GUIDE G.)ROOF FRAMING REQUIREMENTS: ..X O KJ 2.)TABLE 2 FOR WFCM MANUAL: REFER TO TABLE 2 FOR NAILING REQUIREMENTS '� �. .•: . RAFTER.CONNECTION TO THE TOP PLATE REQUIRES SIMPSON H-10 OR H-14 HURRICANE CUPS ON EVERY RAFTER.'H 2.5 3.)ANCHOR BOLT REQUIREMENTS: CUPS CAN BE USED IF BLOCKING 15 INSTALLED BETWEEN RAFTER BAY5 AT THE PLATE TO RE515T SHEAR AND LATERAL 5/8'BOLT5 SPACED 59'O/C WITH MINIMUM EMBEDMENT OF 7'INTO CONCRETE.ADDITIONALLY,A BOLT MUST BE PLACED LOAD5.ALL CUPS TO BE INSTALLED WITH 5IMP50N REQUIREMENTS. BETWEEN 0 AND 12.OF EACH CORNER.ALL PLATES TO BE CONNECTED U51NG 3'x 3'x 1/4'.5QUARE PLATE WASHERS. COLLAR TIES ARE REQUIRED WITHIN THE UPPER THIRD OF THE ROOF HEIGHT ON EVERY RAFTER CONNECTION OR USE 4.)FLOOR CONSTRUCTION'REQUIREMENTS: 5IMP50N L5TA 18 STRAPS ON TOP OF ROOF SHEATHING ACROSS RIDGE ON EVERY RAFTER NAILED IN ACCORDANCE FIRST TWO JOIST BAY5 ON EACH FLOOR TO BE BLOCKED WITH 2x LUMBER WON CENTER FOR THE LENGTH OF THE JOIST.'' WITH SIMPSON'REQUIREMENTS. SCALE SHEATHING TO BE NAILED IN.ACCORDANCE WITH TABLE 2(8D NAILS,0 SPACING AT THE EDGE5 AND.1 2'SPACING IN SHEATHING TO BE NAILED U51NG 8D OR EQUIVALENT NAILS G'ON CENTER AT THE EDGES,O ON CENTER IN THE FIELD. " 1�4°= 1-O° THE FIELD).BLOCK SHEET EDGES W/MINIMUM 2x4 BLOCKS TO ALLOW o SPACING TO CONTINUE ACROSS JOIST BAYS. BLOCK BETWEEN RAFTERS AT SHEATHING EDGES TO MAINTAIN NAIL SPACING ACROSS RAFTER BAYS. . 5.)EXTERIOR WALL REQUIREMENTS: ` 7.)LIMITATIONS AND CONTRACTOR RESPONSIBILITIES: DATE ALL EXTERIOR WALL STUDS TO BE 2x6, I 0 ON CENTER.THE DOUBLE TOP PLATES ON THE EXTERIOR WALL5 TO HAVE A THE CONTRACTOR MUST REFER TO THE TABLES AND FIGURES WITHIN THE WFCM I 10 MPH'EXPOSURE B BOOKLET FOR MINIMUM SPLICE LENGTH OF 4 FEET AND SPLICES TO BE NAILED WITH 12- I GD NAIL5 IN ACCORDANCE WITH TABLE 6 IN THE ILLU5TRACTION5 AND REQUIREMENTS DISCUSSED WITHIN THIS SUMMARY.ALL CONNECTIONS AND NAILING MUST MEET 1 1/1 1/201 1 WFCM 110/5 BOOKLET.NAILING OF PLATES TO STUDS TO BE WITH 2-1 GD NAILS.:THE BOTTOM PLATE TO FLOOR BOX THE REQUIREMENTS HEREIN AND AS ILLUSTRATED IN THE BOOKLET IN ORDER TO BE IN COMPUANCE WITH THE BUILDING NAILING IS 3-16D NAILS PER FOOT. CODE.THE CONTRACTOR 15 RESPONSIBLE TO ENSURE ALL CONNECTIONS,NAILING,AND ANCHOR BOLTS ARE VISIBLE TO PROD. NO. : FOR ALL DOOR AND WINDOW OPENINGS.MULTIPLE KING STUDS ARE REQUIRED.FOR OPENINGS UP TO 4 FEET WIDE,2 THE INSPECTOR AT THE TIME OF THE FRAMING INSPECTIONS/FOUNDATION INSPECTION.THE CONTRACTOR MUST KING STUDS ARE REQUIRED,FOR OPENINGS 5 FEET TO 9 FEET WIDE,3 KING STUDS ARE REQUIRED. REFERENCE THE 51MP50N STRONG TIE C-2008 CATALOGUE FOR ALL STRAP,HANGER,AND TIE INSTALLATION 21-1 124 REQUIREMENTS AND LIMITATIONS.THI5 DOCUMENT AND THE ATTACHMENTS AS WELL A5 A COPY OF THE WFCM BOOKLET FOR SHEAR AND UPLIFT CONNECTION OF THE SHEATHING,THE SHEATHING 15 TO BE NAILED 6'ON CENTER AT THE EDGES MUST ACCOMPANY ALL 5ET5 OF PLANS SUBMITTED TO THE BUILDING DEPARTMENT AND 155UED.T0 THE DWG. NO.: AND 12°ON CENTER IN THE FIELD FOR ALL SHEATHING.ALL NAILS ARE TO BE 8D OR-' `.- CONTRACTOR/5UBCONTRACTOR5 UNLE55 THE PLANS ARE UPDATED WITH NOTES AND DETAIL5.THAT REFLECT THE EQUIVALENT-GUN NAILS.ALL EDGE5 MUST BE BLOCKED AND 2x4 MIMINUM BLOCKS AT PANEL EDGE5 TO ENSURE REQUIREMENTS STATED IN THI5 DOCUMENT AND ATTACHEMENT5. r SPACING IS MAINTAINED BETWEEN STUD BAYS.IN ORDER TO ELIMINATE THE NEED FOR STEEL STRAP TIES AND HOLD DOWNS PER THE WFCM MANUAL,SHEATHING MUST BE INSTALLED IN ACCORDANCE WITH NOTE 4 ON THE MASS CHECKLIST.THIS INCLUDES U51NG FULL SHEETS OF SHEATHING RUNNING FROM THE PT PLATE AT THE FOUNDATION UP TO AT LEAST 2 INCHES INTO THE SECOND FLOOR BOX. j . v: , H .�II.II I.I�I,�.-.'.I I­.�I.I,-1���I:,1.-...�.I.-'II...:I.-I.�II.:II�I�.�,..:,�I�,..Ii I.,..l,�:..�.I-I,Ie I.I-.-I.;.I4�,.I�..".,.�,,.�,-,.�I...�II:-.I.;,�'.�r�,..1 1-.,,I�.I,.I��-�I��I..I":-�,.�.,II.�-1��..1.-..I.-�.1�.:,,��I..�_.,I.:...,�.,I I I,...-,­1_.I,l f",",..-I�I...I...�,�I�.�.,�I­...,1.��-.-.I,Ie II-.:�"-�1%.-�I,,�"�.I���.-.II I',,�.�,�:�..-;.t,.I."II�.,.�­.-.I..1.��,�I.I:I-.,I-.I..1���.:1I�II,.-.1�.I:1�..:.�,..��-.:-:::,1��.'1...�,I,e-,�..-���p.,,1�..-:,,.1,.-r..I,.,I�,�­I,-..�,1�:..I­I�.�.I._.I_�I-;.�;.-`I..�,_,-,I�"--1 I"-...,�.".�.,,..�.���.--.�"�..,.'I.q I�1.-_�.,­.�,"I.�%I.I „_ .. : L _ _ .. a - w u'O .1,,�,�,.-�I:.�.,1�I,.I.I,,:-.:-.I.,I.��.,-:.­.,r­-.,-.4.­II,.I'c��,��I I�,I.�.�t"­��,I'���l 1I�4I..1��.,....'�1,�-.r�_L-::.'.l..I%,..��.._�.I,1..-"�-,.It�I,..I.o.,�_:,-.,.-�:,.1:-.­,­..l�.1�_.".�1_I1I�.�.,�--:-.'.�,I I I�.I-,I:I�-a1­1.II_,.-.";�.I,:::"�.,�I,��',--II i-,.I:�,L,,�.�I.".I�­.-..","�z I�.-�:,.I,:r_I�.-�..,��I,.,.t-4­...--r1v 1 I'-�,��..;.�I.I.I.1,..,_.I l I1.I�..,,l��,,,.:,_r�1�i�I�.�r,.�0--.I;",_.�­­�.1,..I,..I�x:.-..I,,��I�.II�,,.,.r�"�1-%�r,.,.�_�.-­.I1.-,�:-:z I,:.:.�.�.�_,-�­--I c�Cl fI.,-,...�;1.I:..I�I�.1.I..���-1.-:I:l1�1',;�.e;-II�,�,��.,­,.-:,��I� ..'"l,::��..,I.-�.11.-',.-I,,"".,,-.�..,I:.-l vI..I��,�.,,,-I-.'�....�.,�,�,.:I�I_�II I,--1`'�1.,. .-r�,,.,I�,-,�,�1.,�I,�1..­.,-1-��.�­.1.I.::�:1.I-:�1-..1..'-.1_.I.1..­,,I��1.I.,....-__".I,1�;�I1��I--1I�-�.1.1�,�1 I'..-:..I-.,I�..�,�'.-I-I.,-I-�1,�,,'��-�1.�I--�II.�I.I�'"1I1 I",Ir,..�1 III,,_'�...­�1.�.�.,1�-,�:.I;�I�-�,,,.I11 1,�,I..�I-I.I1I�,'":-I,I:.::��1�...,:I1.I.�:�1��1 liI-�II-.�1,.-I.1�_1"'I I�-..III.i,',.I.,,..�j.'a��"�,..�-:l.I I,�-i-i,..r._­.,14�'I-_'I:I I.��I-'_�i�,­�1II..�-�-,I II,f�,�-%1,_,...-��rI,-,I I:::,.�2.�".I.��.L,I.7I,4..�-,�_�,l.1'lII.I,-r.,l 1,.:�..���.,III,.-.i I.m,_I I-�.I�.­�l II,�I.I'?��1,::II,I�-,I��-�..�,.I:2 II.-I,-.'I.-.,I I-_e��,..1 I����­__.r 1�.I.�'I�I.­'-�I i.-II�I.r-.:::�'..'�.I��.;-'I.r I.II,,.t-�.,�..�I­-..,-1..I,-'.1I.,I 1���.!II*1...-�'��-..I I.I 1�:��.I�I:��I:I-�-.�-I:�.I.".1�'�I.%,I��I..,I'�1 1k,,,�1��,I.1-,-�I'��I I1.:�.I:,'�I..�,1.,1.�,....�1.,.i.�..�.r.,.I.,I.I;..:1._��-I,I,I-,�:�.-1�.­�..,I,�,.I,­���::_".�.1...z,,,�.,""..,.I1.�,­'_.�-I.�-.-I"­�,.I�.�.,1I,I�.,,�.,.­-­I-,:`-.�.I�-.._..,1,:�,_,­�..,,�,_-.-.�I--....I..,I 1,.­.--,.1I1�F���_.��I�1.-.I,._,1-1 5,�.."..I I�:I..I 4�,-I��-.1_�iv11.-.1-.,I�.I--,1;7 1��..-.._,,.II:��I II,.�,_�I..,,i..�7�.,,-L-I I­.Ir.��"�-"�..�,..�,.�,.1-%1��lrr.�,-�I�..,.�,,I I..",-�.,:.,4'I".1 1 I�,I,'I1I�,�I,I.,-.�,��.1.!_..­.-�.i'.,I..�,,�1,1.I�_.,-..-�i��I.,I.,I�."�-..,,1 I 1111I.-4.,I.�v;-I.�,.�I�,,��,i.`.:,�1��-_1..1 I�.1".�".,I-,,_�6�,.':I%r1��I".II I,��.---'.���.,�.'.-,.,1�,I�,,.��..:,''-��-.I:'.,..Z-��1�,",4.,.�..:��.,,:.'..:..,r 1�I,�,.I,�I-,­,.I..�._.�,,,,,,�'-�.��,."�_�,1a�'��...I,.''�1,.��,.,,%.I-��,.,.,I-.I�I..-�'_.:�:�.�.a1-,-��"��.,.��.,.I.:-e,,,1_l1.�-.��.-%I_L,I"�.I'r,�I�I11.�...�i,,.,.��.r­,':_-.�,,�,.-�-�',�,��.���,...,.I.,��.--.�,,'�,1:e�1I,.--,.1.�,.;��..i,�.���t��-�,.�,.��.-I'_.,,1�.-.�-l�,­-,�..'.:,-.-'�-I-,N..I 1�'"-­.�'._-11�;��.,r�I-,.-l,�"._.r,r1,,I-1��-,1­,".r l:�I.�,II�".,,1�.r1.,..-1�,.,-.��_,l�"�1I­-'��:-,1��:I.,1,,..,I_�-­,I.,-..':�-I1 I�.-.:I.7.I�,,:.,If..� .„„,- ,,:'_, , ;, EXISTING . 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NO. . . _ .... �' , _ _ . . . ., -< , ,,.. ..:. > . . 21070 D'CDX-PLYWOO D , p:. :• RIDGE BOARD - : .. ._ � ((STRUCTURAL SIZfS EAM E STRAP , . . .,MAY V . . .; l . . , . ::2x4..Q.16 O.C. I ARY1 - - .. i. ,.. B ;,., , �'. ... d,. , ...,� -:.. ,.. ,u. . .. .. t R-13 FIBERGLASS INSUL: I _ - 21 > , ..__ , TA R N .. a I -' D . 6 MIL POLY VAPOR BARRIER' END -O o N ::: : I Sk FELT PAPER , ISTAN 5/8'-CDX PLYWOOD,. ,. fY G.W.B. - :, :. .. RAFTER VENT. o d ERE U s - WHIN _ . , . :: r L z p ` ., L� RI GE BEAM a x R=38 1NSUL U .. `I. .NOTE;. 00 2xF0 RAFTERS __ RIDGE T N I�1...�. EN COINAL IDz6 .: , WH OLLAR TIES OF NO OU z C .1* ,. . . . _ .. . , TED IN THE II.....II.....I.I �..I:q­..�.�I.-I.1 I.,II. ...I `. '. II .. - .. OR 2x4 LUMBER ARE LOGA . y .� - ,: .... _:.. .� _ :;. ,, ATTACHED TOORAFTERS USING S EOd p �-+ • . *': NAILS EACH END .O _ ._ oo d EXISTING WALL DETAI , NEW RIDGE VENT DETAIL Lf -_ . _ ._ ;: ;; : I. ., 2 _ .•_ SIMPSON� STRONG-TIE LSTA w w o _ scALE 1 1/2 .-.� o . : scALE , ,/2 , o d .. _ - : . , : ... <-. . . SCALE N.T.S :, Ll Cl v] .':. . . . . . : . _ . . . - .. . ..:- _. .. _.: • '. _ -.. , _ ,:<. .. _. . - . .. _ e _. . _ - ` :. - - : -. - - -. 7 w- .. - 4. x kQ' t . s �i WPPER PAN/SHQF. P1D r. ... >: f i .: .-. ..-.. , .. :. I _z - .. - - r. .- .'.., . . .. 1. PTD. . - - ' tx ..a _ t _ BED'1ALD . . TYPICAL WALL , '^ -,... . O v1 . .. r rT � � - . �. { . • I . . . , . IxlO KI �.- #., �J r l T K 5 RT• '� �--1. v. v ,. -. , BRD: :. p,. _ < .. - - .- .. , .- - ,-. ,.-. ,,:.. AWMINUM FLASHHING 1 1 . :_ , _. F.. _ , . x. MAHOGANY DECKING r « . : , f . _ ... ' THRU.BOLTS I, , t I . .. :. , - . . . - :, . . ,., 2x8 LEDGER F .. � rrTT F� . , 4 f ...' .. - x ANcnoRBolTS W ENTRY RAKE' & CORNICE .. _ � -Q . - IN CONCRETE. • . 6 -NE . 1•-0". .,..` ' SCALE 1-,/2 .a I = �- - TYPICAL.LVC/GLULAM BOLTING/NAILING . . . DBL.2x8 P.T.: . CARRYING ..:.,- MULTI 1 31e BEAMS BEAM _ . RAFTER Q V I G'O.G. /�� Cn -. 2x8 P.T.Q I G'O.C... Q r METAL' = -Ills _ _ J FRAMING HANGER II . , 1 . ,- . �I I a . i . .. - 2 PIECES D-4- 2 ROWS OF I GD NAILS @ 12'O.C.: DISTANCE VARIES I I d o z 'q O .1 o o - . q I u u . H2.5 Q E .RAFTERN- w \ c 51MP50N CBGG : ,. . . . l,% = O 7 •-•.. E-' m . P05T BASE q 5 1 -. (TYPIGAU. a. N cl . C .. _ t`•:. TOP PLATE'. . .. •..v .. . - : 12'5ONOTU5E' : e,• , :A c , u . . v . 1 „ ON 28 BIGFOOT•FOOTING v 4 3 PIECES.:- D-r•: '2 ROWS.OF 1/2'DIAM BOLTS Q 12'.O.C. SCALE : . . . ' .' 4-9 BELOW GRADE(MIN.) , .- , . .. _ . a _ 5PACER5 TO . ALLOW WATER I ' .: . DRAINAGE ., � � ' . SIMPSON STRONG TIE H2.5 _ DWG. NO: _ TYPICAL DECK SILL DETAIL ` 5 _ SCALE: N.Ts. 4 •-o- . .SCALE,, 1/2 , � . - - . . .. - . . 1.10 MPH NAND ON R OUIREMENT FOR 780 CMR 7th EDITION MA. STATE BUu nING CODE . . . (rJ .: _:. a1. '.Z0 .. .. .. LL� Z . :. - .. 0� — - - yJ - ,..: r W . : ....'. W W_"�!—. -i :. - - , I. h St EDlTlON; MASSACNUSETTS `BUILDING CODE` .. .r, ' . ., ; , :. ASS VERSION sOF WFCM I I O MPH EXPOSURE B C1IECKLIS . :, . -. S Al l , UMMARY OF CONSTRUCTION REQUIREMENTS ; ,. - � : x.E�. No � ;� ,. �. t.. .. , "" ' 1.6 „. > • r: ..,. ECTION TO WFCM GUIDE. k . I.)STANDARD FRAMING CONN REQUIREMENTS: REFER F r-. ., . . ,._ _ . -. 2.)TABLE 2 FOR WFCM MANUAL: REFER TO TABLE 2 OR NAILING REQUIREMENTS _.-: CHOIR BOLT REQUIREMENTS: `' . ;* ' # . - . .-. r s . ' .. ' . . - .' "1 5/8°BOLTS SPACED 48°O/C WITH MINIMUM EMBEDMENT OF 7°INTO CONCRETE.ADDffIONALLY,A.BOLT MUST BE PLACED ,.. , - .: , : 3°x 3°x I/4°SQUARE PLATE WASHERS.. - . .. 1. s .,. CND ,: _ - .. _,. .. BETWEEN G°AND 12°OF EACH CORNER .. _ _ ., . .. .. -. .: � . : .., 4J FLOOR CONSTRUCTION REQUIREMENTS: ALL 'L.c� PLATES TO BE CONNECTED USING . . I.J - FIRST TWO JOIST BAYS ON EACH FLOOR TO BE BLOCKED WITH 2x LUMBER 4'ON CENTER FOR'THE LENGTH OF THE JOIST. ..11 . . ... :.,, N _. '. ' •_';, , ,6: .;. .:,r..,. p ,SHEATHING TO'BE NAILED.IN ACCORDANCE WITH TABLE 2(8D NAILS',6°SPACING AT THE EDGES AND.12°SPACING IN r ., .,. ,: a ... - : , M IN .. __-..' O „ .. THE FIELD).BLOCK SHEET EDGES W/MINIMU 2x4 BLOCKS TO ALLOW 6°SPACING TO CONT UE ACROSS JOIST BAYS � � . ;- - . , , . *' 5 J DCTERIOR WALL,REQUIREMENTS: ' , :. _.._ _ _ALL EXTERIOR WALL STUDS TO BE ZxG,.I G°ON CENTER THE DOUBLE TOP PLATES ON THE EXTERIOR WALLS TO HAVE A ' - ., ,. , LE jG AIL5 IN N. .. :._ ::... _ -.�. - % WFCMUI IO/B BOOKLET NAILING OF.PLATES TO SUDS TO BE WITIi.2 II6D NAILSNTHE BOTTOM ACCORDANCE LLATE TO OORBOX I m Q O U , .. . s - _ ... : . _. :,. : : ,;.:, _. %_ .::: _ NAILING 15 3-I GD NAILS PER FOOT.' - ' �­66 � �- �. : .. - .. .. .e~ - f W- .. .. '..a ..- _ ,. - ... ,, 6. ,.. . . ;, -. : FOR ALL DOOR AND WINDOW OPENINGS; MULTIPLE KING STUDS ARE REQUIRED.fOR OPENINGS UP TO 4 FEET WIDE,2 Q''CD_w r_,; , _ :. _ z � o . . A �. FOP , , ,:. ,,,, 1. ,, ":. OR SHEAR AND UP�F7�CONNECT CONNECTION THE SHEATH NG FEET SHEATHING S.fO BE NALED 6I°10N CENTER AT THE EDGES AND 12°ON CENTER IN THE FIELD FOR ALL SHEATHING.ALL NAILS ARE TO BE SD OR , , - . 1 . -. - � SPACING 15 MAINTAINED BETWEEN 5 UD BAYS. IN ORDER TO ELIMINATE THE ENEED FOR STEEL STRAP IE5LOCK.5 AT PANEL EDGE5 TO EAND OLD a DOWNS PER THE WFCM MANUAL, HEATH NG MU5T BE INSTALLED IN ACCORDANCE WITH NOTE 4 ON THE MA55 C) Q _ ,. r , ;• ' f� (_T� . --. I r :. _.. :: 1. •. . . . ,.: AT ELEAST 2 NCHES�NTOETHE SECOND FLOORR BOXF 5 s. . _. -... . :.. . .)ROOF FRAMING REQUIREMENTS ,r„ . - . . 1.: : ,. - ,.y. -. r „ .: -, . ,: . I. - :, NUMBER OF UMBER OF NAIL.SPACING- "' ' . '- RAFTER CONNECTION TO THE TOP PLATE REQUIRES 51MP50N H-1 O OR H-14 HURRICANE CUP5 ON EVERY RAFTER.H-2.5•. 1. . . JOINT DESCRIPTION . ,'� . 1.COMMON NAILS X NAILS CUPS CAN BE U5ED IF BLOCKING IS INSTALLED BETWEEN RAFTER BAY5 AT THE PLATE TO RE515T SHEAR AND LATERAL .' .,. . _ ' - r T, LOADS ALL CUPS TO BE INSTALLED WITH SIMPSON REQUIREMENTS. W ROOF FRAMING .. . . . . .. . ,. . % ;, '^ COLLAR TIES ARE REQUIRED WITHIN THE UPPERTHIRD OF THE ROOF.HEIGFTf ON EVEKY•RAFTER CONNECTION OR USE v 1 Q� . `51MP50N L5TA 18 STRAPS ON TOP OF ROOF SHEATHING ACRO55 RIDGE ON EVERY RAFTER NAILED IN ACCORDANCE Z w : . .{: . -BLOCKING TO RAFTER (TOE NAILED) ., . 2-8d6. 1-10d END WITH 5IMP50N REQUIREMENT5. ,. : • - RIM BOARD TO RAPIER END NAILED . ' 2-16d 3-18d EACH END :- - ( 5HEATHING TO BE NAILED U51NG'8D OR EQUIVALENT NAILS G°ON CENTER AT THE EDGE5;G"ON CENTER IN THE FIELD : rrTT,, ^ _. W I� WALL FRAMING BLOCK N r1 D E CIN B CK BETWEEN RAFTERS AT 5 EATHING E G 5 TO MAINTAIN NAIL 5PA G ACROSS RAFTER BAY5: -4 w 7.)LIMITATION5 AND CONTRACTOR RESPONSIBILITIES- �..1 - TOP PLATES AT INTERSECTIONS(FACE NAILED) . . 1'"W' - 16d . . A JOINTS O. ►_4 . . 14 STUD TO STUD(FACE NAILED) "',- 2-16d -16d 2 O.C. THE CONTRACTOR MUST REFER TO THE TABLE5 AND FIGURES WITHIN THE WFCM I I O MPH EXPOSURE B BOOKLET FOR � HEADER 11)HEADER(FACE NAILED) •,_ s., , 18d 4M .- '24' 0. ALONG EDGES . - ILLU5TRACTION5 AND REQUIREMENTS DISCUSSED WITHIN THI5 SUMMARY.ALL CONNECTIONS AND NAILING MUST MEET`` �Ly 1�� �°+ FLOOR FRAMING ..THE REQUIREMENTS HEREIN AND A5 ILLUSTRATED IN THE BOOKLET IN ORDER TO BE IN COMPLIANCE WITH THE BUILDING _ I-L.1 CODE.THE CONTRACTOR 15 RESPONSIBLE TO ENSURE ALL CONNECTIONS,NAILING,AND ANCHOR BOLTS ARE VISIBLE TO Z 'U `.J . -.. JOIST.TO SILL. TOP PLATE OR ORDER (TOE NAILED) - . __ r' 4-8d <, ` _ 10d P JOIST . 11 BLOCKING TO JOIST 7OE NAILED , ` 1, ,"+ , :2-8d "'_ 2-tOd'• _ EACH END , REFERENCE TOE SIMPSON STRONG TIFF C 2008 CATALOGUE FOR ALL STRAP FIANGER AND T EOINST�ALLAIONUST T 6. ( ) O BLOCKING TO SILL OR TOP.PLATE(TOE NAILED)' 3-16d 18d',, BLOCK, % REQUIREMENTS AND'LIMITATIONS:THIS DOCUMENT AND THE ATTACHMENTS AS WELL A5 A COPY OF THE WFCM BOOKLET; �R :: . MUST ACCOMPANY ALL SETS OF PLANS SUBMITTED TO THE BUILDING DEPARTMENT AND ISSUED TO THE . LEDGER STRIP 1T)BEAM OR ORDQR(FACE NAILED) , 3-18d 18d JOIST CONTRACTOR/5UBCONTRACTOR5 UNLESS THE PLANS ARE UPDATED WITH NOTE5.AND DETAILS THAT REFLECT THE . ^ JOIST ON LEDGER TO BEAM(TOE NAILED) . ,r 3-8d 10d 's;P JOIST.. ":. �R BAND JOIST 70 JOIST END NAILED . `: 3-18d ,,'. 1. 18d ,:.., JOIST " _ 7 .. - QU IREMENTS STATED IN.THI5 DOCUMENT AND ATTACHEMENTS �' . ' BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) •' 2-16D - . 1. -r..- , 16d. ., FOOT,- . I7 6 „ ROOF SHEATHING Q �Q. _ .WOOD STRUCTURAL PANELS . . . _. - - :.3: .. r , .n- - 7 RAFTERS OR TRUSSES SPACED UP TO 18 O.C. 8d :; 10d: B EDGE/8 FIELD.,. 4 . RAFTERS OR'TRUSSES SPACED OVER 16' O.C. . ... 8d -.. -' '.. Od . .: 4'' 8':FIELD . . . . . / 6. . _. GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d: , - Od. "; 6 . /8 FIELD . . . GABLE ENDWALL'RAKE OR RAKE TRUSS w/STRUCTURAL 8d. :Od 6,ED /6' FIELD Q t,Q . w OUTLOOKERS - ._. i GABLE ENDWALL RAKE OR tOOCOUT BLOCKS 8d .' 4' FIELD RAKE 1RUSS w/ Od 4 / , . z N GYPSUM WALLBOARD - 5d COOLERS 'T EDGE/10' FIELD .-j _, . WOOD STRUCTURAL PANELS ... .. :FFNNNV+aal -f�l STUDS SPACED P . `,. :'8d % .:'a U TO 24 D.C..r-, 10d. 8' EDGE/12''FIELD w. ,. Jr AND I FIBERBOARD PANELS: 8d y ., .. - 3' EDGE 6'FIELD . SCALE : Xt'GYPSUM WALLBOARD_'. ,-.5d COOLERS 7' EDGE/10- FIELD - - 1/4°— 1-0' . . . . A . >, { 11% DWG. NO. . WOOD STRUCTURAL PANELS . t - 1. 6. - 1' OR LESS .. 8d , /1�FIELD . , . � ._ . . . I -.. . , � - I 6 .1 : .. 1. 6; - - � �1. . . . .-.. . - . . . 10d 8'EDGE GREATER THAN 11' ,u11 % lOd 16d:.. 8' EDGE/8'FIELD .. ­ . . I _ - 1 . I 20 FT MIN. TOP OF OUND. y' y EL. = Ins 10 FT MIN. P� CONCRETE COVERS 4' SCH. 40 PVC —CLEAN SAND PIPE- MIN. PITCH �f�i,r`' ° _ _� / -- I/8" PER FT. COVERCONCR 4' CAST IRON 12'r MAX. 2" rrLAYE�R OF PIPE- MIN. PITCH 1/8 - 1/2 WASHED Lotus <r I/4" PER FT. STONE FLOW LINE .•.: a.: EL.= I0 — N MIN. EL= i o J EL.- �� (.o it EL.= /� 7- EL = �y..J o. DI ST EL.= 95-e w LOCATION MAP BOX ° ° ' n = 3/4"- 11/2" �° ~ a WASHED STONE O$U v ?wi- o o°b o 0 w v w PRECAST LEACHING GAL. �o" o BASIN OR EQUIV. EL.= �216 SEPTIC 6.0' i r4 TANK /o I 4`` f tttl BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE E L. = c�8. c� % PROFILE OF GROUND WATER TABLE( / / ) EL. _ SEWAGE DISPOSAL SYSTEM NOT TO SCALE DESIGN CALCULATIONS SOIL TEST ruff o c`t k�r NUMBER OF BEDROOMS . . . . . .. . . . . . . . . . . . . 3 DATE OF SOIL TEST S' t J �y+R^! z GARBAGE DISPOSAL UNIT,. . . . . . . . _ . ,�(y TOTAL ESTIMATED FLOW WITNESSED BY T ✓ '��'�' GAL /BR./DAY x BR. 2C� ' PERCOLATION RATE � '2- MIN./INCH� (� _� ) . .. . . . . . - GAL./DAY ra?. REQUIRED SEPTIC TANK CAPACITY..... .. . . . j `''s GAL. OBSERVATION HOLE I OBSERVATION HOLE 2 - ACTUAL SIZE OF SEPTIC TANK. . . . ... . " "`� GAL. ELEVATION =10C?, ELEVATION = LEACHING AREA REQUIREMENTS o_ SIDEWALL AREA y GAL./S.F. A BOTTOM AREA / . y GAL./S.F. LEACHING CAPACITY ( BOTTOM + SIDEWALL). Sig' 7 GAL. L / RESERVE LEACHING CAPACITY ............. ... . GAL. �/ c IR 7..- '`° r NOTES a � y I. ALL WORKMANSHIP AND MATERIALS SHALL i CONFORM '�. TO D.E.Q.E. TITLE 5 AND THE TOWN OF LS/� RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL _ OF SANITARY SE WAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE. 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY MIN. FRONT SETBACK THE SAME. MIN. REAR SETBACK � 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO,. MIN. SIDE SETBACK COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT 1'` I IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. APPROVED BOARD OF HEALTH '. . ,:: . ... DATE AGENT GCsv�t ���� PROJECT LOCATION' L 43 ;o RICHARD APPLICANT : "iC �; °I JAMES r ZN LEGEND -' SAN►T� SCALE' F� : dR. BT GATE EXISTING SPOT ELEVATIONS 0OX0 JOB NO;. APPO. BY REV. EXISTING CONTOUR - -- - - - 00 - - - - - e� FINAL SPOT ELEVATIONS 00. FINAL CONTOUR 00 R. J 0H"RN, INC, DRAWING SITE PLAN SOIL TEST LOCATION REG. t ANO SURVEYORS- REV. SANlrARIANS NO 35 RourE 134 — 41N/r 2 / gwrH OENNI s , MA SS. OF it _ . .: ... :. ,. ... .. ,.:. •.. w. S. .. a ... 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