Loading...
HomeMy WebLinkAbout0109 SALTEN POINT ROAD M, i may, .1t S �n } a y , n 1 � Y e „ V Q , a Q .s p x ti o J�J �n .r N i A 9 v , " S y S o 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2b Parcel 62® Application# Health Division '04s/C? o.6 - T 6wn�P�4/`. Conservation Division 540 4/7 /0Dre Permit# Tax Collector /,� /�,S �r C&"_,//� Date Issued �— Treasurer f ( Application Fee _4­a • s -::n Planning Dept. Permit Fee i�5 7 S-0 Date Definitive Plan A .prorred-by, anning Board CONNECTED SEWER ACCOUNT Historic-OKH �I � Preservation/Hyannis Project Street Address ��� 7 N w- Village J*,AJ SPM 4 Owner Ayu-L t4lmO's Address Telephone Permit Request &41Lt !��'L �u1k1�� 4�� ���� f `4n" Square feet: 1 st floor:existing ItO 4-- proposed� 2nd floor:existing ltproposed - Total new Zoning District �f� � Flood Plain Groundwater Overlay Project Valuation 3J 01V Construction Type �! - Lot Size Grandfathered: es ❑ No If yes,attach supporting documentation. Dwelling Type:-Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes A/No On Old King's Highway: Yes ❑No Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.)'R ��� f Basement Unfinished Area(sq.ft) /Z`071 ' Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing 1-5- new First Floor Room Count Heat Type and Fuel:/Gas ❑Oil ❑Electric ❑Other Central Air: �es ❑No Fireplaces: Existing New Existing wood/coal stov-i e: ❑Yes No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing,, ❑neww size =5 Attached garage/1/existing ❑new size Shed:❑existing ❑new size Other: .' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes /5"No If yes, site plan review# Current Use Proposed Use 4r �- BUILDER INFORMATION Name Telephone Number 1�3 Address�A �)'� DC License# `� o 2-SQ / / r`4Y-1-i Home Improvement Contractor# Worker's Compensation# W_60-7-0 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOI��_ SIGNATURE DATE ' FOR OFFICIAL USE ONLY -PERMIT NO. i DATE ISSUED MAP/PARCEL NO: ADDRESS - VILLAGE OWNER DATE OF INSPECTION: FOUNDATION p, !� FRAME d ° o INSULATION �C 6 FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH 0 FINAL GAS: ROUGH FINAL m ! FINAL BUILDING 0 ( 1 ru � DATE CLOSED OUT ray 1i ASSOCIATION PLAN NO. " 03/14/06 13:28 FAX 6175231231 GOODWIN PROCTER LLP IM002 03/14/2006 13:02 5084209733 PRATT CONSTRUCTION D PAGE 02 Town of]Barnstable # Regulatory Services n mas E.C40er,Director Buaftg Division. Tom k'"t Building Comu36ifolaer 200 Main St mA $yards,3dA D2601 wrpw.t0wp-bara9tab1ema.ne office: 508-9624038 Fox: 508-790-6230 Property Qwner Must Complete and Sign This Section If Using ABuilder as Ow=of the subject property herebyauthorizc„ J 7� _ �a aoc on nVbWu f, in a4 matters relative to work aodsoi and bytbis 6 lding permit application for: (Address of Job) 3/14/06 Si6a of 0-mer Date Paul P. Ware Pmzt Name q;�oaraso `own of.Barnstable- Historic Preservation Division ��oF�n+e rgyyo Old King's Highway Historic District Committee BARNSPA13M • XAM 1619• �0 :MORANDUM Building Commissioner ' .OM: ,TE: IBJECT: MODIFICATION TO PRIOR APPROVED PLAN minor modification to a prior approved plan has been approved by the OKH Committee for applicant(s) named below. The modification is briefly summarized and I b-ave attached ckup material for your records: /4 -2�a i •licant s : � � ®K' �/� • P� ' h!S ���N —" idress of Proposed Work: msessor's Map & Parcel Number: d 2�U nor Modification: La" � 4144� �?�. 3�g Dom. • � . .�-�' Ae Chair Date awn of Barnstable Id King's Highway Historic District Committee ' •. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0041= plus from below(if applicable) ALTERA IONS/RENOVATIONS OF EXISTING SPACE s / 1 square feet x$64/sq.foot= x.0041= ` �` plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x.0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 M CMR AppeMit 1 Table JS.Zlb(continued) Prescriptive Packages for One and Two-Family ResidentW Buildings Heated with Fossil Fuel MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Arta'(%) U-values R-value' R-value' R-value° Wall Perimeter Equipment Efficiency' Package lt-value' R-value' 5701 to 6500 Heating Degree Days' Q 12% 0.40 38 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A NIA Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A 85 AFUE W 15% 0.52 30 19 19 10 6 85 AFUE X 19% 032 38 13 25 N/A NIA Normal Y 19% 0.42 38 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90'4FUE AA i m 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: ` 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ' Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. Z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3,4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 °1 01/23/2006 14:46 FAX 617 451 2309 Albert,RiSbterMttmann ID 003 O a a� FAMILY ROOM STUDY A r )09 110 S B WOOD FLOOR WOOD FLOOR Mllr 1'r 5w to g 0 0 VES'T IBIIL E � 111 WOOD R. B 5 0 6ATHe TILE FL 6'- r OUTDOOR W&VM PARTIAL FIRST FLOOR PLAN 1/4'= r 0" WARE HOUSE January 23, 2006 ALBERT, RIGHTER & TTTMANN ARCHITECTS, MC. 8 winter Street, Boston, Massachusetts 02108 01/23/2006 14:46 FAX 617 451 2309 Albert,RighterMttmann (a004 17 T.Q. ?LATE 103,-0" Out Joull rr SECTION BASEMENT ENTRY 1/4'= r-0' WARE HOUSE January 23, 2006 ALBERT, RIGHTER & TITTMANN ARCHITECTS. INC. 8 Winter Street, Boston, Massachusetts 021013 _ 01/23/2006 14:46 FAX 617 451 2309 Albert,Righter&Tittmann 0 005 �2 I BCU1� w sat? I I j i ! I I NORTH ELEVATION V4' r o' WARE HOUSE f January 23, 2006 ALBERT, RIGHTER & TITTMANN ARCHITECTS, INC. 8 Wlnlnr SI,rccL, HosLon, Massachusetts 02106 O1/23/2006 14:46 FAX 617 451 2309 Albert,RiBhter&Tittmann 10006 40 SHN%B COM ROAM _ 5 6" WEST ELEVATION V4"= r-0` WARE HOUSE January 23, 2006 ALBERT, RIGHTER & TITTMANN ARCHITECTS, INC. . 8 wlnrer Street, Boston, Massachusetts 02108 -------------- -------------- --------------- __ -- __ - ------ - -- _ - C___--- I, GFlCGn r L I IaS N � I TEL I I 1 I CFlC G UNEXCAVAT 003 - ------- - _ I STORAG 11 0 , I GFlCI ' 004 , In V,) ,J ' - ' hJ , 9'WIT H -Lip - __________ ------------------ , , , - - -- -- - - ------ --- pr v ��• - UNEXCAVATED - - -------------- PCS --------------------- - -- - -- -- ----- -- ---- -= ------ � l6� S�i�iJ Pb 4rJ — Ko i. .g�,NS't-k&f, , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ,Jr'f Parcel s Permit# if —7 - Health Division 1 Date Issued A�_ Conservation Division 2 © c,�► v Fee CONNECTED SEWER, OON .Tax Collector : .`Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By A Hi Preservation/Hyannis C9;4 ress Village Z�- Address Owner Telephone Permit Request �C1171v A/ Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction tTe Lot�-ize Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other 'Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: existing 0-rr6w siz X_ Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Y slo If yes, site plan review# Current Use.A4a Xo�_C_D Proposed Use r BUILDER INFORMATION Nam Telephone Number �� Addres� Y` License# les �l (C1 lld� L o2� Home Improvement Contracto # C7 WaT SGoti� �� ken �/O�v�;e3;� �� e4tsi v Worker's Compensation# ALL CONST ION EBRIS RESULTING FROM THIS PR ECT WILL BE TAKEN TO45 a. SIGNATURE _ DATE l t/ F , FOR OFFICIAL USE ONLY ' PERMIT NO. ! DATETSSUED ~ y � � .• • MAP/PARCEL NO. }, ` e `�� ` ;her ✓ , . J y* •. ' - - ADDRESS VILLAGE , OWNER ti DATE OF INSPECTION: FOUNDATION OIL_ FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: - . ROUGH FINAL GAS: ROUGH FINAL FINAL-BUILDING 4 DATE CLOSED OUT ASSOCIATION PLAN NO. ' °F114E r, Town of Barnstable Regulatory Services � a BA ASS.LE Mass. Thomas F.Geiler,Director i M 639. `fig' 39r A Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize bid{4 r to act on my behalf, in all matters relative to work authorized by this building permit application for. TEEN O t a- (Address of Job) u t O� ature f Owner Dat \ V14'rL� Print Name Q:FORM&OWNERPERMISSION �, - `-uQU N a �' cPft Sa- p I Covers 01 0 .tea r 11 jo E� N { µ K � s 3 ' b w*s ��, ♦ ♦ - .L� I AQUAMATIC COVER SYSTEMS TM , A New i 9 StandardPool Why choose a HYDRAMATICTm automatic pool cover? On the surface, most pool covers look similar but the most important and costly part of any pool cover is the mechanism. And the patented mechanism of the HYDRAMATICTI represents the best value for your durable investment. Designed to last the lifetime of your pool, the HYDRAMATICT" is maintenance free, and the most reliable cover sys- tern manufactured with the most extensive warranty in the . industry today: BILL ." ,e. . • Unique fluid drive dual motor is fully submersible • No electrics near the pool powerpack (pump) can be placed up to 150 feet away • Quick and easy to open - takes just 30 seconds on average • Trouble free slider system - the cover closes square every time • Installation on most pool types and shapes • Leaves and debris are collected when the cover is opened to remove rainwater • Saves money on chemicals, energy and water loss from evaporation ¢ • Pressure relief valves gently stop the cover at end of travel • 20 year limited warranty on the mechanism 9 f uuIIIVVIII t:+6.�'e a� 4d,o .1 w o r rt nc s � � i� r� 4 Ar or`dnve(Recessed) -, ;�, _ .., Dual'inot h, AJI 1 I REFERENCES: �»► ' ''` I Assessors Map: 280 Parcel: 20 Deed Book 78171155 Plan Book 90/63 I �O�P 'vir ZONE:RF-1 1s, /SgO�PS'IS Setbacks: Sa° Front: 30'm in Side: 15'min Rear. 15'min Property Line as Shown on Iv� Plan by Bearse & Law dated y r May 24, 1962 (see PB 171/21) ce/DH Fnd Property Line as Shown on Plan by Nelson Bearse dated October 1947 (see PB 90/63) 0 Refered to by Current Deed (7817/155) W -P o ►� 00 % I Z O N �1 = I I 46.0' 41.2' CB/DH ' Fnd O I New Concrete 54.1' Foundation iuj N. #109 0 �. I o N co of 1 a 1 CB/DH Fnd CB/DH c Fnd a� j Lot 4 I � 34.1' 41,600±SF I L"CB/DH 1 o I Lot 5A Fnd OJ� 170.,00' 4� L CB/DH O�• I O '76149 S84 28'oo'E Fnd R Salten Pont (40' Wide — Public Way) Road t� Lot 18 Lot 17 Ir �j UX � a c � I certify that the foundation _Hof shown hereon conforms to the RIC. D cya setback requirements of the 4 g� FL Zoning Bylaws of the town PLOT PLAN uHEt 4 #W12 v of Barnstable. IN BARNSTABLE Z8 ��✓ OS (Barnstable Village) Professlo d Land Surveyor Date MASS. NOTES: DATE: June 23, 2005 SCALE: 1"--40' 0 10 20 30 40 60 80 FEET 1.) The foundation shown was located on the ground by conventional survey methods on 22/JUN/05. PREPARED FOR: 2.) The property information shown hereon was compiled from available record information and Paul F. Ware Jr. & Susan M. Ware does not represent on actual on the ground survey. 3.) This plan is not for recording and is not PREPARED BY: to be used for construction layout or deed CapeSury description purposes. 7 Parker Road Osterville MA 02655 DWG #: C483_1g1 FIELD BY. RRL/WHK/JPM (508) 420-3994 / 420-3995fox kZDTOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel V Permit# D � S Health Division) j/ G Date Issued S��c ' Conservation Division Lsa lo Dh1 c s--7"3 �,,,of ttv�d Application Fee �4 21l��D� bQ •Tax�ollector Permit Fee_,� �1 TrIsurer / M CONNECTED SEWER ACCOUNT Planning Dept. Date Definitive Plan Approved by Planning Board 21,5 Historic-OKH Preservation/Hyannis , Project Street Address ( a 5,4L 1�/V ®��14 f tC 1) VillageN Owner __ ?P Address (,ex f Telephone r g?�_ � Permit Request l J� `�Cc�3 ��t J7 � yl et, Square feet: 1st floor: existing 41" proposed 30-2nd floor: existing �� proposed Total new SSA Zoning District �� Flood Plain Groundwater Overlay Project Valuation Construction Type tli Lot Size /' �S— Grandfathered: Yes. ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: 5/Yes ❑No Basement Type: Full ,Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) — Basement Unfinished Area(sq.ft) 2 Fop 1 Number of Baths: Full: existing new _5� Half: existing new Number of Bedrooms: existing new —!T / Total Room Count(not including baths): existing new ( � First Floor Room Count S Heat Type and Fuel: ❑Gas ❑Oil ❑Electric Other i w Central Air:/(Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ZNo Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size y Attached garage:❑existing/new sizel'�(Xzs Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use / n ' BUILDER INFORMATION Name �'' "� 1 Telephone Number 573 �1 2,0—5�33f _ Address �� 73 License# Home Improvement Contractor# Worker's Compensation# wC ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. _ ` ADDRESS V VILLAGE ` OWNER t ' ZOL DATE OF INSPECTION- Ole FOUNDATION OK FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH;) FINAL- PLUMBING: ROUGH`. € _ FINAL GAS: ROUGHI-Tl FINAL = FINAL BUILDING (a Ac E�: ram► ", 5 DATE CLOSED OUT ^ - 7 ASSOCIATION PLAN,NO. `'- j - I i i ' �tl Town of Barnstable do Building Department - 200 Main Street &UMSTABLE. * Hyannis, MA 02601 MASS 9�A 1639. . (508) 862-4038 rFcn�° Certificate of Occupancy Application Number: 84070 CO Number: 20060104 Parcel ID: 280020 CO Issue Date: 08122106 Location: 109 SALTEN POINT ROAD Zoning Classification: RESIDENCE F-1 DISTRICT Owner: WARE, PAUL F JR & SUSAN N Proposed Use: 525 LEXINGTON RD CONCORD, MA 01742 Village: BARNSTABLE 4,Gen Contractor: PRATT, TRACY Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed i S.� PARCEL, Tll 280 020 GROBASE ILA 18867 ADDRESS 1.09 SALTEN POINT ROAD PHONE BARNSTABLE ZI.;P C,OT 4 BLOCK LOT SIZE DBA DEVELOPMENT DI STR IC;T BA PERMIT 84070 DESCRIPTION DEMO EXIST HSE- BUILD NEW Hale; " OAR; PORCH PFRI MIT TYPE: BUILDR 'TITLE REBUILD AFTER TEARDOWN CONTRACTORS: PRATT, TUACY Department of ARCHITECTS: Regulatory Services TOTAL FEES: $3,230.00 13OND $.00 CONSTRUCTION COSTS $750,000.00 101 SINGLE YAM HOME DETACHED 1 PRIVATE * a' * RARNRrABLE, MASS. BUILDING DIVISION BY DATE ISSUED 05/12/2005 EXPIRATION DATE � • _ I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION:STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS C_ V 11 __0EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT Ft ° o day 2( �P`�`a.w ARD F ALZ11r"„1 ' 6' tip ct& o�1 v G a _ pn� OTHER:' SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID"IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONST UC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. f d� y r Q - O ' RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $56.00 Alterations/Renovations. $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x i0041= ® 7 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.R.= x.0041= ACCESSORY-STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf • 50.00 >750 sf-1000 sf. 75.00 >1000 sf=1500 sf 100.00 >1500 sf-Same as-new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch _ �_x$30.00= .� (number) Deck.._. ... :_ .. . _-x$30.00= (number) Fireplace/Chimney . _x$25.00= U (number) -" Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Pmjcost Rev:063004 03/28/05 11:40 FAX 6175231231 GOODWIN PROCTER LLP 2002 03/27/2005 10:45 5084209733 PRATT CONSTRUCTION D PAGE 02 Town of Barnstable- Regulatory Services . B Ading D1vision. xent3'eM,BuildWg Co=#Lduner , 200Mdugheti Xymmie.MA02601 www�towr�barnetab]e me.us . Office, 508-8624038 F= 508 790-6230 ]Property Owner Must Cmplet-e end Sign This Section ' InJsi-S A Builder ; • ,as Qwmer of the subject psapez�y: `herebpautharizo:',' to act oa mybehaIf,in all=azmw Main to wo&nxhorlmd bythis b lbg pamds applicgem for. PP lArr Addhuj of Job 5ig�.vre o Ow�aer Date MET Name . � N 5=7817 epct 155 ` QUITCLAIM DEED 6391% I, PAUL F. WARE, JR., of 109 Salten Point Road, Barnstable, Massachusetts, in consideration of less than ONE HUNDRED ($100.00) DOLLARS, grant to PAUL F. WARE, JR. and SUSAN N. WARE, husband and wife, as tenants by the entirety, both of 109 Salten Point Road, a Barnstable, Massachusetts, with quitclaim covenants, { The land together with the buildings thereon situate in Barnstable, Barnstable County, Massachusetts, bounded and described as follows: �+ Beginning at a stone marker at the southwest corner of the granted 1 premises on a private way known as Salten Point Road as shown on plan hereinafter mentioned; thence ` N 8 47' 40" 8 by land now or formerly of Bertha H. Lothrop, Two hundred forty eight and 88/100 (248.88) feet to a fifteen (15) foot way as shown on said plan; thence Turning and running in a southeasterly direction by said way, One 1 hundred eighty five and 60/100 (185.60) feet] thence Turning and running in a southerly direction, still by said fifteen (15) foot way, Seventy one and 77/100 (71.77) feet to a point; thence Continuing in said southerly direction, still by said fifteen (15) foot way, Sixty (60) feet, to a point; thence Turning and running in an arc with a radius of Forty nine and 04/100 (49.04) feet by said fifteen (15) foot way and said Salten Point Road Seventy seven and 98/100 (77.98) feet to a point; thence N 64 28' 00" W by said Salten Point Road, One hundred seventy (170) feet to the point of beginning. Said premiaes are shown as LOT 4 fon that plan entitled "Plan of Land in Barnstable, Mass., Property of Lawrence P. Kent" dated June 1949 made by Hearse & Kellogg, Engineers, Centerville, duly recorded with Barnstable County Registry of Deeds Plan Book 90 Page 63. Said premises are subject to and with the benefit of easements and restrictions of record insofar as now in force and applicable. Subject to a drainage easement from Paul J. Cioffi et ux to the Town of Barnstable as shown on plan filed with Barnstable Deeds in Plan Book 306 Page 13 which instrument is recorded with said Deeds in Book 2369, Page 106. For my title see deed recorded in Book2929411 Page 190. LZ Paul F. Ware, Jr. y 6 BOOK78V wr 156 COMMONWEALTH OF MASSACHUSETTS Barnstable sat December 27, 1991 Then personally appeared the above named Paul F. Ware, Jr. and • acknowledged the foregoing instrument to by his free act and deed before me. ry Publ c au.u• 1 �•rr t. My commission expires: , tC I U' • i LI,�IW�i; DEC 3191 �18TASLE EOUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER 'r � l Y A g H -,) 7 g M.1�d.......... M_..n 'r L.w r..• 1 A4pk/NG h � i O 4 b•�w.y � it s �•I nu 6 ) S e 4 w9s •"',•1b4O" 2l0dCRES•..Lr 1 : 1 IdlACRCS• o t' 2� p r6P • 1• ® i• OFA[RES•..w � e•4f�- 17 f0 a M.� b'• I w 21,710Y v 27.5909 0 I 2 16 a $ �•, �'�tq2 8 ?UACRES• 00 27.SA&Z -N Ir>�a 214..2 m� 1.�ACRCS•.•L. II � 2 -..•(r�mw �a 22345E 8 25t250'Y r � 8 2d6205 -NM 27drW 1! �` -6e9L49=/7'K 3 407, 8 /eR/3 " 8 ye 9g 1 p y 2030 25,540r S' e n ui °q I.6A�'QES• V H •(?S' 22e62 20 21 19.98dg is ge9e� ` 8„ 2R 700Y 64 ^ 24.900s ro, s sets 8n - 27.270d• �o \ 20ACQES• I a 29 24 'Z 29cm Rl �- 27 2s98of`8 2R62d1 27 > w c � Y \ o 2VA[S• \\ ' lemin R[09 i f ReyelDnd Nun/(eg 4 20°°°*w4r cl L � J� >Ir.TNG V•oER61DNED eouro o.eU1DtY. � AVNI9r•T.n qAY A•D GfCnrl MLl n A I �/ �OMfUO M1TN ALL.r.L.r.,d UH yy D7 is ` J CC�'wbd �Q ewaaorswrevHC - •M` TOW4 D>eL••4> 1 �6S a/dOACQES• ,8 • -1� R� �} dj a�ao 0a �' J* ; w "RENDEZVOUS ACRES' A RESIDENTIAL SUBDIVISION � ♦ � IN —� BARNSTABLE. MASS. oeveLoxo ev L A WPENCE P. KEN r I riNlnn a CgAr / Stele•lln•60R -';i6c6ber 19A7. 8eeree/AW&gq-'elwl Enq/neersz CENTERVILLE lLaes�LeLs noLnr or oiM o[D a e0 6 rse>• Permit Number ,,-REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Ware-Barnstable.rck PROJECT TITLE: Ware House CITY: Barnstable STATE: Massachusetts HDD: 6137 COIvTSTRUC 1 IOIN TYPE: i or 2 Family, Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) WINDOW /WALL RATIO: 0.18 DATE: 03/17/05 COMPLIANCE: Passes Maximum UA= 815 Your Home UA= 749 8.1% Better Than Code(UA) Gross Glazing J Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1929 30.0 0.0 68 Ceiling 2: Cathedral Ceiling (no attic) 896 30.0 0.0 30 Wall 1: Wood Frame, 16" o.c. 4752 19.0 0.0 232 Window 1: Wood Frame:Double Pane with Low-E 301 0.370 Ill Window 3: Wood Frame:Double Pane 445 0.340 151 Door 1: Solid 46 0.500 23 Door 2: Glass 96 0.320 31 Floor 2: All-Wood Joist/T russ:Over Unconditioned Space 3134 30.0 0.0 103 Furnace 1: Forced Hot Air, 78 AFUE Boiler 1: Gas-Fired Steam, 75 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Design(-r A(�&vt,R%'qk y 4 11�'I'1 --, i. Date r ••Q J RED &LE)iPT* c� q4. 'l °ate,,,� �► REScheck Inspection Checklist Massachusetts Energy Code REScheck Software Version 3.6 Release 2 DATE: 03/17/05 PROJECT TITLE: Ware House Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 2. Window 3: Wood Frame:Double Pane, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.500 Comments: [ ] 2. Door 2: Glass, U-factor: 0.320 Comments: Floors: [ ] 1. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number [ ] 2. Boiler 1: Gas-Fired Steam, 75 AFUE or higher Make and Model Number [ ] 3. Air Conditioner l: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: f [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin (0.944 Us)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ff2 pressure diffirence and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ) I iisUiation R-values and glazing v-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required far each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ) Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5" to 2.0" Over 2" .170-180 0.5 1.0 1.5 2.0 140-150 0.5 0.5 i.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range Fj 2" Runouts P and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Anv 1.0 1.0 1.5 2.0 Cooling Systems Chilled WaterRefrige.�:.t, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) i, u fir'11ir,w-��, Iht kil�,A=J�9 A��A.iF TEA B LIE f4M Fyn g u yyy ' tE SAL T MARSH CUT SHRUB/VI1JE �.- , THICKET � ,� - •� ASSESSORS MAP 280 ZONING:RF-7 SETBACKS: FRONT:30' SIDE:15, REAR:15' Q ��9• /� I I GROUND WATER PROTECTION ZONE:AP Directions to Site: From Hyannis,take Route 28 toward Centerville;Take a right onto Phinney's lane and follow to Route 6A;Take a left onto Route 6A and than take a rlgM I onto Rendezvous lane;Take a left onto Salton Point Road and the Crouse'is on the Tett Q 30'ASH \✓� \ �� #109. 6 Q .a ...—: '° ET R\�jp o�NoueglN e4SGMB 0 'a \ \ t NOTES.' Q _ DATUM IS NGVO BASED ON AM 6, FRONT TOP BOL T -.', s - w,, Akfv \ e3 y° c y _55'NOR HYDRANT O FTFLOE 3/f04 AND 00' hIES7 OF _ .. PL. 14 �BaP �``w"„ o � Q y� � vY 4i E�✓U16T44N OF 6A AND RENDEZOUS LANE. auFP'aRsryR°® ae \ 2B' MI N I ti, ENSR ESOURCE AREAS WERE FLAG6E0 BY 95 STATE ROAD a BUZZARDS BAY, MA 02532 ! N AP oN p EE D I SEE DEED BOOK 7818 PAGE 155 PLAN BOOK 90 PASE 63 t AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS I s I L E b ~ For Property Line Information Please See:EXISTING CONDITIONS PLAN LOT 4,SALTEN POINT ROAD BARNSTABLE,MA,PREPARED I FOR SULLIVAN ENGINEERING,INC.,by CANAL LAND SURVEYING, 306 OLD PLYMOUTH ROAD,SAGAMORE BEACH,MA,DATED MAY S,2000. 1 }ogT Mo�o6 p ceRiLwFR°rrOFc W�D I� 4.�- Fo PR," V6oGT�Tga o o PAUL srOs Re.nova x R. PAuI WARE U � No.32440 F'ULL`Lnta p,�.� to — 109 SALTEN Po,N STADLE'MASS V� L� U S�Bu9 Q 90 D SgLTEN POINT J90,40 — w✓ �_I o�wwt,m4�narrnmm ❑ DA E PtForE ingConeitlansl R OR �.� MAR O 1 2005 ( PA�E�ENT �. .. . �-.M-fIIF a�L'7JNCXE'TE'�'dU "`' _ •,. -- L._.w-E(..-^ ,-JP (N_MV. I—WR4 T '1.NN OF BARNSTABLE .__ PROPOSED PLOT PLAN HI TORIC PRESERVATION --'— PLAN VIEW I g &SITE IMPROVEMENTS AT scale I"=zo' 109 SALTEN POINT ROAD FOR y ✓ _ d PAUL WARE S INCH a 20 FEET � - � _ — 20 O 20 40 60 SULLIVAN BO LIVAN By OSTERVILLE,MA - �. DATE:MAY S.2001 - .. .na.':ar,rn'smu .wn""a'aa."•�e.waay.'c�'nr'°r^•�smw"e..n^a'vseo.arm....e.nmwuas.wus�ma.ea.o�+.,wr+ieewyw..�. Rave rary 1I2e/OY D FOOTPR..+T of PROPe.6D D /�� f� z "s z s li E- o 9 d E--+ W S 1 6 • SALT MARSH y � W EXIST. cur SlIm/1VINE THICKET RD EXISb ASH T�qY LLJ aao EXIST.CUT THICKET o �� POOL FENCE w �a D Q LA 14 'X4Cr P EXISb ASH MASONRY RET L Z b $ Q u EXIS FLAGSTONE a TERRACE eOST. ui C cc � PORCH m 18 g � NEW DRIVEWAY NEW W KWAY EXIST. CED >8 Q0018 o I MAPLE 1 EXI .SPRUCE 6I W SAL TEN POINT ROAD MAH ,o 7005 II li TOWN OF BARNSTABLE HISTORIC PRESERVATION ii j : . ,SurwARo ate�P.�royP elt7 /. • ISIJiY�lt?JT.tT14C y um w Clhel � . •{� _� ,SPA PLAN � ,Kws7gEi AI Avvchcs 1d" At71P/Z A 6"r.. F/L TEC?-SCHEMA T/C r SPA HYDRt7-Tf�Er?FY JETS f,►E#rO e IS OPrAOAI'4L • f�YDRO JETS ,¢,¢E OPT/O,N�L_ •V.r „. 1 - SL7�1(1SNED MAN - rim ROORI'fltil ASAL D ZWA'IV -- — - ----- .-- - - - - ---- /�S� TD Be e A4rS T/Z!/L TED /� sj GGORIIAA/GE W/Ti'f STi�TE ` 5,=A CROSS SECFX7N � 10«9 L G vsiS rRa4 TlO.v fig.5AL 77y' GODES, _ SCALE:l/�1�0 Z) JP•9 /S 7.0 BF yf/I eSIO 19ALD �iPOtJ'"ED /N J77;R G T RLco.eD�WcE i✓/r� L�9 T6sT �/r l7 AI of A.QT/G L-6 6 Ba NsTE : i'LAA-* of .rovA /' Ve MVl 10 *,Vr CNA/'B. it/.9r14l0.✓o09t ELEcTR/c GOBE . GoA/F�GLJ,tE 7o JV/T. GvJTO/�iR. D kt of nµoter csb .r .t o WAL1� ,., t, .. £ Chit -i SCALE: R-t /Vo TL APPROvt 0 8Y �l/� DRAWN BY � fWo-31376 G H - "c DATE: S'- // -OS Fftft SiONAL E EER IMt O TIMOTHY WALKER — CONSULTING ENGINEER !9 WOODSIDE AVE 1IIlESTPORT CT tfa8E0 CLxw SO. J/S�O.[F �r-GUlfTE -fOWV NCOM N. DRAWING NPIABER a - ,vaiot/�ct/�.v o,�+cs - Ji.T 7 93- �' 7 "O j -�!'." ��.Y.:: ter; =�. - : •x � —� - S ^� S`_�'_` s•�` i�� �`��`2.'' - -g `_-s-t-S . . -:::�+rr�-Svc--..�1�. r�'z f /yr � _4a SUAkcwcr JRTfP.fAw4L ' PER ,STD lL.NM-ZMC 11'� J .IKp Y/G!!ai{�/�j�[ 5 ��� (.�,�.3-�•?'BAR_ av 6JND dEA.tf MlNFD 8Y Pb11L 1EJ41C7jf/ ,4 L/6.VT NKr . 1 � '• T � �f S7�C/F/E^• I T!!P OF QONO QE.fM7 Mda= YER:W.4 L "�— X&vr - t�rri.� x�o� ate- I `� ,v��raarc I S 8�+.7'a jz Q1.80rw WAYS - 1 ��,vsyrloiv.aaivr � Q !t' SIfETY / ems!:nvv_ — �.R G.mtJNo tv 6A s�T — R _E00 dw•!4WAf - at�� \ � b cYr—r prP .1S—.=TEO ^ A!AW DRAIN TATIc -- kJL6WMSAA7_O/RECr.lV PUMP. REtJEF//(tYE CUT T + GAFF.4LTFR.Y.QTE - , BARS c� YO' RESt017,IT1ALf 4DMA(ERUAL- U fRiYl+� R > r w scones ' _�� s ELEY 7t--9 ( }S4FE7Y ^'• as, •—r— 6�XIA1 gyp 6tiPS_T �/r ac sores �crs 'T,4NDARD WALL ,SEr'T/ON Z � CONSTRUCTION NOTES p aesr lr ac_ r Aur 8- 6E jFRAL RE1NMPC_A�-' STEFL •�e:i .':� 1 s • •• '• •' 4 KE/IKFO�?C1'VC7 .fTFF1 .S.{/.4LL �IYfiQ/Q/H •47KSTRUGTIOX.Sx/A1L L?7NfORAI.TD CJlY OfPT t :OF-_Qt06 ,�S',IFF71'177Qt S7AXO.G?LtS_ TO •fS_�. -DES/G.Y.4T/O�tC3' .4 fStA3DS' :•- .•: ," 'i BF A �/A / lUN Y 8 .� D _ tAVT �Ilf d Sa DfV/I O�ERs y/c�7.S�1/.PJ3� • •- - - ,(CjW41(fRFD )ZW U/V1TE (;D/1C5'T�P(�CTJO/Y _- -. _- � - • �!lFRllTfr' DEf?_71T�1Y�_ � !.(/ •GA'!J _'• ALL- awim _Zf'tf • 011.s//TES�G�4GL tEA'1.4G{/ E.Nlt2�D ••,• i• �— APrLlE1) f�AO.,91 H.47'144Lr-L AlY.SIV44L ffE - Dom- aW.AVXA6 m LOCAL 4WZVr ASV O/YF PA f7 CZ',44ff A7 771 � . fill P.-"V A.ff�1F i dASsa UR7JV A ,4SO LY IE�L�L JlTF P.QR7S SA W.0 /-'4�s LLT_ Q1AlP 17.Y�j3C3TX ;,frm.sPeRO vm/lF� �vuNO WAN I f�T• 3�4 Psl E 3S mars Cc+�•�c Ox�Y ._ . 6+m+v�voctA�f(P OF 7bP OF AND AFA",ANY EXL•FPTl0AC9 /yATfiP-CF.kE7trr ��f7 3.�/,!(L /Y1?T E. D _Al1TDMATIC SuR�.zCF s�r�X R =r :WILL jfS9WA!E SUPPLEA2NT9ARY Svc ejatdW - 3'/i CrALS WAZZEEP ftw s,&x Uc C�vT G•Ufr WX17f dY.4 ZISAeT AAT,Fjff SAY . OWWv ,taau t'"rZVE jqaaa sG 'W &W-PL.G41C•E JXLtER JY.4TF,Q L/6.IrT /YIM &C& C/!7'AC70FWM ORLUHi ^CE N.07f f G :�'B� SEZF 4cnX6 F L.nzwi.Ks. 3 .aTrA �tQT.�u v oR.(tYic� a.EC i, 1CAL t�ML CO/YRIr•H 71! ,S7,QTF - a aa� C` .41N11 lOL:4L •PBl!/l�.E.fIEIY.T� 7. • a• w •_ v o• SoTf/ WA�}^ss �At1! RED 5WZWAUVI!G pOoL FGiQ ' KlZ1QQST.t7rc -`�:` 1 �4/A1NL., (l��}U l ��lbt�[l 1J er tr 'T CO11�T/Ong 'j1.,titKr. /��� Tu6F(/F�4f21,�> • ; < : �„Ea - * PTIE ✓O,vE APPROVED 8Y �S1�YI�Isr�. p ticLxSED MFESSIO AL EtfGiXW �Er, 1(yYll31 lOTNY 1KALKERCONSULTING ENGINEER . y 4 WOOOSIDE AYE. WESTPOI T CT 06F ' *T* fw/IL` 1 MAIN QUTL ET � '�/ VxoF.t ess AilE- T f "f& S_5G. oi024 )v ao T� fix- c'1T- PcBa /`1 if 3/ 7 0 _ z N z d N >_ 46 z x a SMOKE DETECTORS REVIEWED W U E- W � 04 SARISTABLE dUILDIN a SALT MARSH DEPT. D— A— TE so EXIST. CUT SHRW/VINE THICKET W FIRE DEPARTMENT to BOTH SIGNATURES ARE REOUIRED FOR PERD E t ITTING EXISb ASH Lu �9y EXIST.CUT THICKET $$o 0 POOL FENCE o �m�N ' so' Ds sFFER DRAWINGS OWNER PERMIT PRICING CONSTRUCTION REVIEW ST.LA 1.1 COVER SHEET AND SITE PLAN - 03/24/05 - - 14 X40'-P \ 2.0 FOUNDATION PLAN - 03/24/05 - - \ EXISbASH w 2.1 FIRST FLOOR PLAN - 03/24/05 - - 2.2 SECOND FLOOR PLAN - 03/24/05 - - 2.3 ROOF PLAN - 03/24/05 w � 16— - \ MASONRY-RETAI L w j Q 3.1 ELEVATION - 03/24/05 - - o ' EXIS T FLAGSTONE Q 3.2 ELEVATION - 03/24/05 - - a TERRACE EXIST. PLE 3.3 ELEVATION - 03/24/05 - - Lu ui 3.4 ELEVATION 03/24/05 ~ 15".,IDE'YARD ACK III i I � - - co 4.1 BUILDING SECTIONS 03/24/05 - - y Q PORCH 4.2 DETAILS - 03/24/05 18 - 4.3 DETAILS - _ _ _ 4.4 DETAILS - _ _ NEW DRIVEWAY �3p-s App � I CRUSHED SHELL NEW W KWAY I 5.1 INTERIOR ELEVATIONS _ EXIST.CED 5.2 INTERIOR ELEVATIONS - _ 18 l 5.4 INTERIOR ELEVATIONS Lao YAM SET 5.5 INTERIOR ELEVATIONS - - -- 5.6 INTERIOR ELEVATIONS - - 18 SYMAPLE ( / 5.7 INTERIOR ELEVATIONS - - _ _ 12� r� I 5.8 INTERIOR ELEVATIONS - EA .SPRUCE I 5.9 INTERIOR ELEVATIONS - i 5.10 INTERIOR ELEVATIONS - i L_J 5.11 INTERIOR ELEVATIONS - SAL TEN POINT ROAD 5.12 INTERIOR ELEVATIONS 7.1 SCHEDULES - 03/24/05 - - co 8.1 CHIMNEY - - - S1 STRUCTURAL NOTES & TYPICAL DETAILS - 03/24/05 - - S2 BASEMENT/FOUNDATION PLAN - 03/24/05 - - S3 FIRST FLOOR FRAMING PLAN 03/24/05 - - S4 SECOND FLOOR FRAMING PLAN - 03/24/05 - - SS ROOF FRAMING PLAN - 03/24/05 - - E.1 BASEMENT ELECTRICAL PLAN - - E.2 FIRST FLOOR ELECTRICAL PLAN - 03/24/05 - - E.3 SECOND FLOOR ELECTRICAL PLAN - 03/24/05 - - z o z E y 9 ry6P - P4 � x ' 04 Q nC� � 01 O \ 7ro- T-T' T 15-2- / \ , . T.O.WALL 'O T.O CONC PER a, T.Ck eTO.WALL _ r. C [ � ., � n {. �- { F 99'-O V4-' T.O WALL wai - - - -- ---------------------- ---------------------------------------- b g •'•`, O - --------------"------"-_----- --------------------------------------------------"-------------------------" ------- -----"---- --------------------------- --------------------- --'--------------------'--'----'-----"-'-"-'.'-- -- P```., w '\ roh a--o- a-v' r-a- e•-r r-r r r-a'• a--o" Q g�u+�+,,,� BAEEB aTr LLJ S CO O , -•, -. \ /' dL.Q CONG SLAB � %LAVA O 97� 7 3%d _____________ P , `•; •, _____________� ,___________,. ._________._,• �$ O. ABOVE h 7 O `•`• O O O O _____________ .----------- -----------_ _-----------, .---—_____; ----- ------- _____________________________ P O W-5- O II T ; 98.8 �.._ I •` ---------------------------.-------------------------------- ---------------------___.------_------____-__---------_------------------_-__-.---------------------- --------------------- Z 6 , % Q p In /--------- ------------- -_____________________________ _ _-_-___----------------------------.-------______________ _-__------------__-____-_-____-___ _ ___ _ ___ _ . u- Sa_. ; ea60.0 PER^.w6�Ut: ._ _ _._ __ __99'-9 /a- �4,LONG AABf _ �S �+EXLAVATEO T.O C SELF Y Q / _-___ .__________________________.______________________--_-___-__-_________-____._—_____-_-______-______-_____.__ ___________-__-________..__--_________-_-__-_ __.____ _ _ ________--_ g _ CxAwL SPAce ------ -------------- ------------------- - -------- ---------------------------- �v-o- e 9e'p JP - ------ rua�B et ' 9b--B- '� T T.O.CCNC SLAB T.O.FTG. _ V 9D�p 4� fi - - T PRCPOS®Rl GRADE lME%GYAIFD O O 100 0`-19.0 ON SITE PLAN s� 0 z v o c 4, F P4 S M1 O h �o G+ S C O PO- W b.,h 7' 2^ 515- 5Yi- 2' T' 6X" 6J5" Z' 2" 2)5�- 2)S-7' 2" 2" 2' -a 6-Ok- -d' V Y. -O" 6'OY` -O'• 6'-d' -N•• '-OY" -d' 6' -O•' 6'-OY.' 6'-OY' -O J'-0" d' 7-6 S-4" �i 0• � ob - 2 Lu L J ? BAwrxarav u a g ID7 NYII'�ROOI.� i. Cn c b o ow Ae pa t t --- d • 0 16 o O.O 7-0 6-�1h" J'-O•' -9 2'-e" j: 2'-e STP& w Q O D HALL 11 IO6 - v ' O s B5 O O O O O O O / 101 Y Q -Jro - L. - -s-0 - -ro -s-0 - r-e- ab- n-7- o / y 7s Sr�c'f 9 _ a1 r / � b / T.O.cmr-SL iA / a corac co a co 4..1 3 z s "9t H w s on Z `a i Fn v Y \ p B \ `� ]." r." Uk" W 7.k" \ v. y o / W a° ul vl,�o oar BA En En / n .d Q � � c P 4 4 9b STOR. n rro_ JX' rb_ �_I r-1 z a lY z-0 F p J IL N z gr LL V o'LJ' EJ'F I F co v a p w O 1 O :eP Y o A Q 9 :� QI o Od F u e N h p o co s - v v w mmc Ware—Plan Tmt N. 3/24/2005 I /` .\ J/ / RIDGE" i I I I I I I L-----7 I I I I . I RIDGE I . I RIDGE 1 _ I I . L_____I C_—_—_7 I I I I I 1 I I I I I I I 1 I I I � I RIDGE I RIDGE I I I I as----- I I I I I I I I I I " I 1 I ;yl I 7.D RIDGE I I I I I I I I I I I I I 1 I I I I I I I `I SLED ROOF I I 1 I 1 I 1 I I I I I I 22 I I I I I I I I I I I I 1 1 I 1 I 1 I 1 L___________ ALaMSRf JAM f No'C-371 �f r�,T• j' �'•'•iroll of ma�a 6p.KK ROOF PLAN ISSUE DATE `h..w a'JD" "/19/04 ALBERT, RIGHTER & TITTMANN WARE SCALE]/4"=1'-0' �;p0 vle/D5 -.T. ARCHITECTS INC., Barnstable, MA z O5 TE1:6117�61-6977740 FAX 0 ` z E4 H E-. E 14 a x d 2 W a LLI ass ¢c�17, LLj RED BRICK CHIMNEY Z) in in RED BRICK CHIMNEY RED CEDAR SHINGLES 5'T.W. O O Ic W w , o � a O U -- — — — — — — — — — — — IWDD-TRIM-Plmmg WHFTE-RYP4 — — — — — — — — — — — — — — — — — -- — _ — _ — — cril � G ® n n SCREENS H Y-1 �-1 W r{� . o z grye y El W S 4' x LLJ w na a RED BRICK CHIMNEY - Q LLI� A D ca cri RED CEDAR SHINGLES 5'T.W. Oe ® ® Z O O `n w K K K J O OIN w W 3 — — — — — — — — — — — — — — — — — — — — — — — <� G ® o ? E ® 1 O E E a IAN-- - - - - - - - - - co co z o z r a a E uz �m eons fx F $5 E $ x ' � L) E- � w 00 Q asao� RED BRICK CHIMNEY RED BRICK CHIMNEY � RED CEDAR SHINGLES S'T.W. O O ® FE HH ® •� J P W \ O O O O O O O O O O O O 6 Z 0 Y SCREENS 0 � '� 0 JD 'D Q 1�dll Oil 0 01 01 WOOD TRIM PAINTED WHITE(TYP.) �QI' ` W � (o c o z • z 9 F l o �3 z w EU—' x ; 3 W Pq a �ggS o W�aaa RED BRICK CHIMNEY RED CEDAR SHINGLES 5"T.W. z O O_ HT ~ u O w \ c W U -_ -- - _ _ _ _ _ _ — _ _ _ _ _ INUIlE Qrr3ARV} Ynn6 S 4 SCREENS " LE11 L I! WOOD TRIM PAINTED WHITE(TYP.) rT, H __ m d z 12 z $ r.o.RATE eon.a ca r ��6 F •., Con �' W U d� w i MSTR BDFM-201 MSTR.BORM F201 o nr-r 12 T.Q 9N R T.O.2A R ' ATE- CINW-LING FM$104 01N11G/LMNG FA4 N04 . PORCH ON POACH F� TA�eGLm00RR Sa I R ss-s F- c ee-c p Jn ui BASEUNT IM BASEAEUT 1001 Ef) 2-6 BOn.CF G10.� e0n.OF FTG. I SECTION a-oo<HGwEsn SECTION A.omNGwEsn SCALE V4"=F-V SCALE V r=FT Z O j wn Z \ o a J 6 m U I YY-t' 12 Yry � m o T.O.PU.TE � Y BOTT.6 Gam,,, V YV51, STORAGE F212 BEDMIOM 3 F215 HALL F20 T.o.FUTr � T2 Ts°roG�MmaR �q�b �6 TAOZR ®moo" iooe'vuT[ VESTIBULE F15 MUD IM FB4 LAUNDM NB W N . GARAGE*BB L-1 -s LLS CRAWL SPACE IM oon.a FM s eorr.of Rom., eon.o<Fra 3 SECTION(LooNHGNoRTHEAsn �j SECTION 1LOOKNGNORnW-rsn SCALE V4"=F-O —f SCALE:V4'=F-0• NOTE: IOU-0`=19.0 ON SITE PLAN z z . s � \ 4 C 1 3 CEDAR BPEATIER \\ W'F r� �.I. IJy ICE 8 WATER 6FIElD B11NE MF \ \\\ lyJ U 0 y3 SJB'CD%PLYWOOD 9EATIOJG S BOLD BLOCIQRT \\\ F ��" 1 \\ \\\ N \\ W MYWO0.C m-E NBLUTDN-m Eta GTK."t W 0.G V1'GYFBUA WALLBouD ———— W TRIPLE STARTER MLMM M. WOOD(AIRED F p COPPER DRIP EDGE H CEDAq CROWN MOLIDNG I I I I W IX CEDAR FA—A I ilk cf I II (j) IX CEDM SOFFR BOA10 CFDM BED b101A.UNG I II IX FRIEZE BOA- I WMTE CEDAR BMNGLES.S T.W. PAN AKI(Eli By BENJAADJ OBDYKE DP EM A� I I IS FELT B—DM PAPER 2 MAIN HOUSE SAVE DETAIL VT PLYWODD SREATIP 1 yr=r-G, 0 I n MAIN HOUSE RAKE DETAIL RAKE ELEVATION DETAIL SOUTH PORCH EAVE i 1/Y c r-or 1 v•-r-D yr=ram _j _ J Q a LU G W W-WO0.CELLLLME NBLLAIDN PHBI VR'GYPB WALLBOARD WMTE CIDM 9N3E5.S T.W. < RAN.—ER By BEES——.E IOP EOONALEND Y� W FELT B DNG PAPER 6: VZ PLYWOOD B ATFPIO to o WDOD FNBFI ROOF m STLOS a IB-O.G c< PLYWOOD Bt ,M` 1- a LL ]If8 PTEMRE TREATED Z aL RATE,BET CN ,�—TEIMIE S/ElD sLL SEM.ABIt. ii PAPCIIG �, 1/2-OLA BOLTS ' FN SPADE ' •z'-o-oc RENF.CONS WALL _ I I � I-11 � W Zo 1 FDN.DETAIL vz=r-o' co Iv DORMER EAVE DETAIL HIPPED DORMER EAVE DETAIL 1V2•-r-T - - z s DOOR SCHEDULE a MANUFCTR'S - WALL HARDWARE MANUFCTR'S 3 KEY MFR. SIZE THICKNESS TYPE LAYOUT FINISH WALL HARDWARE E-+ 8 DOOR b TYPE SET NOTES KEY MFGR. DOOR d SIZE THICKNESS TYPE LAYOUT FINISH TYPE SET NOTES 1 CUSTOM - 3'-6"X7'-0 2 1 4" WOOD _ _ CROSS / 9 LIGHT 2X6 _ 31 1•-8"X6'-8"EA. 1 3/8" 5 PANEL - 2X4 - PAIR OF DOORS '_='= Z $ 2 MARVIN - 3'-0"X8'-O"EA. 1 3/4" IN-SWING CLAD ONE-LIGHT - 2X6 _ 32 BROSCO F-55 2'-0"X6'-6" 1 3/8 5- CROSS _ - PANEL 2X4 3 _ ,� T/] CLAD FRENCH E' m 3 MARVIN - 3'-0"X8'-0"EA. 1 3/4" IN-SWING ONE-LIGHT - 2X6 - 33 1'-8'X6'-8"EA. 1 3/8" 5 PANEL - 2X4 - PAIR OF DOORS o H g 4 CUSTOM - 3'-O"X7•-O" 2 1/4" WOOD - - _ 5- CROSS • x 1O 9 LIGHT 2X6 34 1'-8"X6'-8"EA. 1 3/8" PANEL - 2X4 - PAIR OF DOORS - Ly x m 3 _ U _ CLAD FRENCH _ - 5- CROSS _ _ o 5 MARVIN 3'-0 X6'-8" 1 3/4" IN-SWING ONE-LIGHT 2X6 35 1• 8"XW-8"EA. 1 3/8" PANEL 2Xq PAIR OF DOORS 6 BROSCO F-55 3'-0 X6'-8" 1 3/8" 5- CROSS - 2X6 - POCKET DOOR 36 BROSCO F-55 2'-6"X6'-8" 1 3/B 5 PNEL - 2Xq - KE e 7 BROSCO F-55 3'-0"X6'-8" 1 3 8" 5- CROSS _ / PANEL 2X6 POCKET DOOR 37 BROSCO F-55 2'-4"X6'-8" 1 3/8" - - 5- CROSS PANEL 2X6 W B BROSCO F-55 3'-0 X6'-8" 1 3/8" 5 CROSS PANEL - 2X6 - POCKET DOOR 38 BROSCO F-55 2'-8"X6'-8" 1 3/6' 5- CROSS PANEL - 2X6 _ 9 BROSCO F-55 2'-8'X6'-8" 1 3/8" 5- CROSS 5- CROSS PANEL 2X4 39 BROSCO F-55 2'-6"X6'-8"EA. 1 3/8" PANEL 2X4 PAIR OF DOORS 10 BROSCO F-55 2'-6"X6'-8" 1 3/8" 5- CROSS - _ 5- CROSS _ _ PANEL 2X4 40 BROSCO F-55 2'-8"X6'-8" 1 3/8" PANEL 2X4 11 BROSCO F-55 2'-6"X6'-8" 1 3/8" 5 CROO - 2X4 - 41 BROSCO F-55 2'-0"X6'-8" 1 3/8"SS 5- CROSS _ _ PANEL 2X4 12 BROSCO F-55 2'-6"X6'-8" 1 3/8" 5 CROSS - - 42 BROSCO F-55 2'-6'X6'-8" 1 3/8" 5- CROSS PANELPANEL - 2X4 - 13 BROSCO F-55 2'-6"X6'-8" 1 3/8" 5- CROSS - _ 5- CROSS w / PANEL 43 BROSCO F-55 2'-6"X6'-8" 1 3/8" - 2X4 - H o 14 BROSCO F-55 2•-8"X6'-8" 1 3/8" 5- CROSS PANEL W / PANEL 2X4 - 44 BROSCO F-55 2'-6"X6'-8" 1 3/8" 5- CROSS _ _ \ 15 BROSCO F-55 3'-0"X6'-8" 1 3/8" 5- CROSS - - PANEL - 2Xq PANEL 2X4 45 BROSCO F-55 2'-0"X6'-8"EA. 1 3/&' 5 CROSS 2X4 PAIR OF DOORS U) 16 BROSCO F-55 2'-0'X6'-8" 1 3/8" 5- CROSS _ _ 5- CROSS _ PANEL 2X4 46 BROSCO F-55 2'-0"X6'-8"EA. 1 3/8" PANEL 2X4 PAIR OF DOORS 17 BROSCO F-55 3'-0"X6'-8" 1 3/8" 5- CROSS PANEL - 2X4 - 47 BROSCO F-55 2'-O"X6'-8" 1 3/8" 5- CROSS _ PANEL 2X4 18 BROSCO F-55 2'-8'X6'-8" 1 3/8" 5- CROSS PANEL - 2X4 - 48 BROSCO F-55 2'-O"X6'-8" 1 3/8" 5- CROSS _ _ PANEL 2X4 19 BROSCO F-55 2'-8"X6'-8" 1 3/8" 5- CROSS cn PANEL - 2X4 - 49 BROSCO F-55 2'-0"X6'-8" 13/8" 5 PANEL - 2X4 - 5- CROSS 5- CROSS 20 BROSCO F-55 2'-6"X6'-8" i 3/8" PANEL - 2X4 - 50 BROSCO F-55 2'-0"XW-8"EA. 1 3/8" PANEL - 2X4 - PAIR OF DOORS w 5- CROSS = 21 BROSCO F-55 2'-4"X6'-8" 1 3/8" PANEL - 2Xq - 51 BROSCO F-55 2'-0"X6'-8"EA. 1 3/8" 5 PANEL - 2X4 - PAIR OF DOORS U) 22 BROSCO F-55 2'-8"X6'-8" 1 3/8" 5- CROSS - 5- CROSS p b PANEL 2X4 52 BROSCO F-55 3'-0"X6'-8" 1 3/8" PANEL 2X4 O 23 BROSCO F-55 3'-0 X6'-8" 1 3/8" 5- CROSS - - 5- CROSS - o PANEL 2X4 53 BROSCO F-55 2'-6"X6'-8" 1 3/8" PANEL 2X4 "6 24 BROSCO F-55 2'-0'X6'-8"EA. t 3/8" 5- CROSS 5- CROSS PANEL 2X4 PAIR OF DOORS 54 BROSCO F-55 2'-4"x6'-8" t 3/8" PANEL 2X4 p 25 - - 3'-0"X6'-8" 1 3/8" STEEL DOOR 5- CROSS _ _ 5- CROSS - _ z 6 PANEL 2X6 55 BROSCO F-55 2'-6"X6'-8•' 1 3/8" PANEL 2X4 >i 26 BROSCO F-55 2'-8"X6'-8" i 3 8" 5- CROSS 5- CROSS _ _ / PANEL 2X6 56 BROSCO F-55 2'-6"X6'-8" 1 3/6' - _ WD. OVERHEAD PANEL 2X6 Y< 27 CUSTOM - 8'-0"X9'-0 1 3/8" - - 5 PANEL - 2X4 - Y CROSS GARAGE DOOR 2X4 57 BROSCO f-55 2'-0"X6'-8" 1 3/8" 28 CUSTOM - 8'-0"Xg•-0" 1 3/8" WD. OVERHEAD _ _ PANEL - 2X4 - 2X4 58 BROSCO F-55 2-6"X6'-8" 1 3/8" 5- CROSS 29 BROSCO F-55 2'-6"X6'-8" i 3/8" GARAGE DOOR 5- CROSS - - _ - PANEL 2X4 59 BILCO C BULKHEAD _ 30 1'-8"X6'-B"EA. 1 3/8" 5 CROSS PANEL - 2X4 - PAIR OF DOORS WINDOW SCHEDULE MANUFCTR'S R.O. R.O. FRAME FRAME WALL KEY MANUFCTR WDW If WDW TYPE LAYOUT NOTES HEIGHT WIDTH HEIGHT WIDTH TYPE QUANTITY A AL] A MARVIN CCM3648 CLAD CASEMASTER 9 LIGHTS 3'-11 5/8' 3-1" 3'-11 1/8" 3'-0" 2X6 12 Al MARVIN CCM3648 CLAD CASEMASTER 9 3'-11 5 FIXED LIGHTS /8' 3'-1" 3'-11 1/8" 3'-0" 2X6 2 JIEO B MARVIN CCM2436 CLAD CASEMASTER 4 C - LIGHTS 2'-11 5/8' 2'-1 2•-1l 1/9" z•-O' 2x6 11 co LI DO O CLAD ULTIMATE -§.> C MARVIN 3034 DOUBLE HUNG 1/1 6'-4 7/8" 3'-O 3/8" 6'-4 3/8" 2'-11 3/8' 2X6 18 E ul D MARVIN CUDH2620 CLAD ULTIMATE DOUBLE HUNG 6/1 4'-0 7/8" 2'-8 3/8" 4'-0 3/8" 2•-7 3/8" 2X6 1 E MARVN CUDH3028 CLAD ULTIMATE DOUBLE HUNG 6/1 5'-4 7/8" 3'-0 3/8" 5'-4 3/8" 2'-11 3/8' 2X6 6 F MARVIN CAWN4040 CLAD AWNING LIGHTS 3'-3 5/8" 3'-5" 3'-3 1/8" 3'-4" 2X6 2 G MARVIN CUDH2824 CLAD ULTIMATE DOUBLE HUNG 6/1 1 4'-8 7/8" 2'-10 3/B' 4'-8 3/B" 2'-9 3/8" 2X6 3 H MARVIN CUDH3026 CLAD ULTIMATE H IL DOUBLE HUNG 6/1 5'-O 7/8" 3'-0 3/8" 5'-0 3/8" 2'-11 3/8' 2X6 i _ I MARVIN CUDH3028 CLAD ULTIMATE La DOUBLE HUNG 4/1 5'-4 7/8" 3'-0 3/8" 5'-4 3/8" 2'-11 3/8' 2X6 12 J MARVIN CAWN3628 CLAD AWNING 4 LIGHTS 2'-11 5/8' 3'-1" 2'-11 1/8' 3'-0 2X6 2 K MARVIN CCM3640 CLAD CASEMASTER 4 ASEMENT LIGHTS 3'-3 5/8" 3'-1" 3'-3 1/8" 3•-0" 2X6 5 O O O L ANDERSEN 2813 NSWNG AWNINGOW 1-5 5/8" 2'-8 5/6' 0"CONIC 4 P K , MARVIN WINDOWS TO BE STORM PLUS WITH LOW E. INSULATED CLASS.SIMULATED DIVIDED LIGHT, ALUMINUM SPACER IN AIR SPACE. NOTES. ES, SHOP PRIMEALL INTERIOR SURFACES. - S RUCTURAL NOTES FOR THE WARE RESIDENCE IN.BARNSTABLE MASSACHUSETTS - ONRY: 2. SUB-FLOORING, ROOF SHEATHING AND WALL SHEATHING SHALL BE APA-INT PLYWOOD Z WITH EXTERIOR GLUE. ROOF SHEATHING SMALL BE 5/8'THICK(1.D. INDEX I. ALL CONCRETE MASONRY UNITS(LMU ' " )SHALL CONFORM TO ASTM C-90,GRADE N, Z 40/20). PLYWOOD SUB-FLOORING SHALL BE 3/4 THICK STUR0.I-FLOOR"WITH TYPE 1. THE MINI)RM COMPRESSIVE STRENGTH OF THE MASONRY (f'm)SHALL.BE Q.• F NDAT10N5: TONGUE AND GROOVE EDGES(I-D. INDEX 48/24)WITH A GRADE OF A-C. PERIMETER 1,500 PSI. MORTAR AT REINFORCED CMU WALLS SHALL CONFORM-TO ASTM C 270, 4-0 MIN. WALL AND SHEAR WALL SHEATHING SHALL-BE 1/2"THICK(I.D. INDEX 32/16)WITH A TYPE S. CMU UNITS USED AT REINFORCED WALLS SHALL BE TWO-CELLED. _FNDN. .H 1L ALL FOOTINGS SHALL BE FOUNDED ON SOLID ROCK,NATURALLY DEPOSITED, GRADE OF C-D. PLYWOOD ROOF SHEATHING SHALL HAVE METAL H-CLIPS,SOLID o UNDISTURBED INORGANIC SOIL,OR ON COMPACTED STRUCTURAL GRAVEL FILL PLACED I BLOCKING OR TONGUE AND GROOVE EDGES AT PANEL JOINTS. ALL PLYWOOD 2: GROUT USED FOR FILLING REINFORCED CHU CELLS SHALL CONFORM TO ASTM C-476. WA o 0 o e o 0 0 0 �' o a AFTER REMOVAL OF THE UNSUITABLE MATERIALS WITH A MINIMUM BEARING CAPACITY SUB-FLOORING SHALL BE GLUED TO SUPPORTING JOISTS WITH A CONSTRUCTION - THE MAXIMUM LIFT SMALL BE FOUR FEET. HORIZONTAL JOINT REINFORCEMENT SHALL HORI MATCH OF TWO(21 TONS PER SQUARE FOOT. I ADHESIVE. FLOOR AND ROOF SHEATHING SHALL BE SECURED WITH ANNULAR RING BE"LADDUR"TYPE WITH TWO 9 GAUGE GALVANIZED WIRES SPACED AT 8'O.C. (EVERY 'HORIZ. Ci '- NAILS (STAPLES ARE NOT TO BE PERMITTED). SHEATHING SHALL BE INSTALLED IN BLOCK COURSE). AT WALLS DESIGNATED AS REINFORCED WALLS,'. PROVIDE A MINIMUM WALL 36 d REI O z 3 2j WHERE UNSUITABLE BEARING SOIL OR EXISTING FILL OR UNSUITABLE RUBBLE FROM STRICT ACCORDANCE WITH MANUFACTURERS EXPOSURE,SPACING AND SPAN RATINGS AND- OF BS O 24.O.C. VERTICAL BARS IN CMU HALLS. LAP BARS 32 DIAMETERS AT REIN xi PREVIOUSLY EXISTING BUILDING CONSTRUCTION IS ENCOUNTERED AT THE SPECIFIED I SHALL BE STAMPED BY A RECOGNIZED AGENCY TO SHOW THOSE RATINGS. SPLICES. PROVIDE MATCHING DOWELS FROM FOUNDATIONS OR FROM SUPPORTING SLABS FOOTING ELEVATIONS OR BENEATH NEW SLABS-ON-GRADE,THE EXCAVATION AT ALL REINFORCED WALLS WITH A MINIMUM LAP OF 24". (1,' H SHALL BE CONTINUED DOWN TO SUITABLE MATERIAL AND BACKFILLED WITH COMPACTED 3L AT ALL CORNERS OF THE PERIMETER WALL PROVIDE A 3-2"%6"CORNER POST FOR j IZ" O STRUCTURAL FILL TO PERMIT THE NEW FOOTING TO BE PLACED AT THE SPECIFIED 2•X6"STUD WALLS AND A 3-2°%4•CORNER POST FOR 2"X4' STUD HALLS. I TYP _ I 1 E g ELEVATION. DRILLED-IN ANCHORS: 4L PROVIDE METAL STRAP X-BRIDGING OR SOLID BRIDGING AT 8'-0"ON CENTER AT ALL o X. x Ri 3: IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FLOOR JOISTS AND AT 12'-0"ON CENTER FOR ALL ROOF RAFTERS. 1. ALL DRILLED-IN ANCHORS SHALL BE BY THE HILTI CORPORATION AND SHALL BE iD TEMPORARY SUPPORT ASNECESSARY DURING EXCAVATION TO MAINTAIN THE INTEGRITY INSTALLED IN STRICT ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS. i U OF ADJACENT EXISTING STRUCTURES,ACTIVE UTILITIES,AND STREETS. 5L ALL ROUGH FRAMING DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL D127 COMPLY WITH STANDARD PLATFORM FRAME CONSTRUCTION AND WITH THE APPLICABLE 2. ANCHORS TO BE DRILLED INTO SOLIDLY GROUTED BOND BEANS SHALL BE°HIT HY-150- �T 4: BOTTOM OF FOOTING ELEVATIONS ARE SHOWN ON THE FOUNDATION PLANS. BEARING PROVISIONS OF THE COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE THREADED RODS SET WITH EPDXY ADHESIVE. I D SOIL AND PLACEMENT OF COMPACTED STRUCTURAL FILL SHALL BE MONITORED BY THE INCLUDING NAILING SCHEDULES. NOTE SPECIAL MAILING REQUIREMENTS OF - 1:4 ARCHITECT. NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN PERIMETER PLYWOOD WALL SHEATHING TO STUDS,SILLS AND TO WALL PLATES. 3. ANCHORS TO BE DRILLED INTO HOLLOW CMU'SHALL BE'HIT HY-20"THREADED RODS W SUBGRBE MATERIAL. SET WITH EPDXY ADHESIVE INTO SCREEN TUBES; � 6i MINIMUM POST SIZES WERE GIRDERS ARE PERPENDICULAR TO A STUD WALL OR A FREE 4. ANCHORS TO BE DRILLED INTO SOLID CONCRETE SHALL BE"HIT HY-150.OR"KWIK ..a 5i ALL PERIMETER FOOTINGS SHALL BE FOUNDED AT LEAST 4'-0•BELOW ADJACENT STANDING POSTS: UNLESS OTHERWISE NOTED ON THE PLANS TIMBER POSTS(EITHER EXTERIOR FINISHED GRADE AND AT LEAST 2'-0'BELOW INTERIOR UNHEATED CRAWL SOLID OR BUILT UP OUT OF 2"X4"s OR 2"X6"s)SHALL BE INSTALLED WITH A WIDTH BOLT II"AS DESIGNATED ON THE DRAWINGS. Q. SPACE FINISHED GRADE UNLESS NOTED OTHERWISE. TO AT LEAST MATCH THE WIDTH OF THE SUPPORTED GIRDER AND A BEARING LENGTH TO ELEVATION ��'®� ®� CONTINUOUS w MATCH THE WALL WIDTH. (FOR EXAMPLE: A 4-2'X12'GIRDER FRAMING ONTO A )tISCELLANE0U5: F 6� IN-PLACE FOUNDATIONS AND SLABS SHALL BE PROTECTED FROM FROST PENETRATION BEARING.) WALL SHOULD HAVE EITHER A 4-2•X6°OR 6"X8'POST WITH 5-1/2"OF STEPPED® WALL L FOOTING Z W UNTIL THE PROJECT IS COMPLETED. BEARING.) WHERE SOLID POSTS ARE SPECIFIED ON THE PLANS,DO NOT SUBSTITUTE POSTS BUILT UP FROM 2°LUMBER. 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING,COORDINATING,AMD S 7 Orr 7) DO NOT BACKFILL AGAINST FOUNDATION WALLS TO A DIFFERENCE IN GRADE OF MORE VERIFYING ALL DIMENSIONS. O Q o g ¢a THAN TWO FEET UNTIL EITHER A TEMPORARY OR A PERMANENT LATERAL STRUCTURAL 7; MINIMUM POST SIZES WERE GIRDERS ARE PARALLEL TO THE WALL: SEE THE MINIMUM N.T.S. m U u'i 6o% SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. LINTEL SCHEDULE ABOVE FOR SHORTER SPANS. FOR SPANS UP TO 9'-0`.PROVIDE 3' ?.. BOOR AND ROOF OPENINGS LESS THAN 12'ARE TYPICALLY NOT SHOWN ON 771E Z 0 w zz p STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL CHASES, INSERTS, " AME SIZE z OF REARING(2 JACK STUDS). FOR SPARS UP TO 12'-PRO PROVIDE 4-IJ2°OF l4p -O .o a) _ 0 81 STRUCTURAL GRAVEL FILL SHALL CONSIST OF WELL GRADED MIXTURE OF HARD, OPENINGS,AND ADDITIONAL CONCRETE WORK SHOWN ON THE ABCNIIECTURAL AND SIZE SPACING AS Q g z V w�- BEARING ( JACK STUDS). FOR SPANS UP TO 1§'-0•PROVIDE 6'OF BEARING DURABLE STONE AND COURSE SAND FREE FROM FROST,FROZEN LUMPS,TOPSOIL,CLAY WORK DRAWINGS. Z#S BD OTHER DELETERIOUS MATERIALS. ALL STRUCTURAL FILL PLACED WITHIN THE (4 JACK STUDS). FOR SPARS UP TO 20'-0",PROVIDE 7-1/2°Of BEARING(5 JACK Y.) HORIZ.REINF. STUDS). PROPOSES BUILDING FOOTPRINT SHILL BE PLACED IN LIFTS HAVING A COMPACTED 3. STRUCTURAL WORK SHALL CONFORM TO THE JIEQUIREENTS OF THE CES.COMMONWEALTH OF ,re"•"'w� 1HICKNESS OF 6°OR LESS AND BE COMPACTED TO AT LEAST 95%OF ITS MAXIMUM 8: WHERE UPPER ROOF FRAMING IS SPECIFIED TO BE CONSTRUCTED OVER LOWER ROOF MASSASCNUSE7TS STATE BUILDING CODE"AND ALL LOCAL ORDINANCES. a O 1 MODIFIED PROCTOR DENSITY. FRAMING(TYPICALLY AT BAY WINDOWS,DORMERS,OR INTERSECTING GABLE ROOFS), 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN, IN THE COURSE OF EXCAVATION 'IN THE LOWER FRAMING SMALL BE COMPLETELY COVERED MM THE TYPICAL ROOF 9j A SUB-SURFACE GEOTECHNICAL INVESTIGATION HAS NOT BEEN DONE FOR THIS SHEATHING PLYWOOD. AT THESE CONDITIONS,THE-UPPER RAFTERS SHALL BE OR CONSTRUCTION,CONDITIONS ARE UNCOVERED WHICH ARE UNANTICIPATED OR PROJECT. IT 1S THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNDERTAKE SUPPORTED ON A 2'X10"SILL PLATE LAID ON THE FLAT OVER THE LOWER ROOF'S OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION. d p 1 ADDITIONAL TEST PITS OR FURTHER INVESTIGATIONS AS NECESSARY TO ASSURE THAT SHEATHING ALONG THE VALLEY CREATED BY THE INTERSECTING ROOF PLANES. IFAMESIZE AND 36 THE ASSUMED ALLOWABLE FOOTING BEARING PRESSURE SHOWN ABOVE IN ITEM O1 CAN DESIGN LOADS: `BE ACHIEVED AND THAT THE FOOTINGS ARE FOUNDED ON THE PROPER BEARING STRATA. 9. IN STUDS OF BEARING WALLS,NOTCHES MADE TO RECEIVE DUCTWORK OR PIPE SHALL j G AS BE CUT NOT MORE THAN 1/4 THE DEPTH OF THE STUD OR THE STUDS SHALL BE 4. IN ADDITION TO THE DEAD LOADS OF THE BUILDING'S FRAMEWORK,THE STRUCTURAL CONCRETE: DOUBLED OR OTHERWISE REINFORCED. COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING SUPERIMPOSED LIVE LOADS: REINF. C> 1 CONCRETE WORK SHALL CONFORM TO"BUILDING CODE REQUIREMENTS FOR REINFORCED 10. UNLESS OTHERWISE NOTED,PROVIDE THE FOLLOWING LINTELS OVER OPENINGS IN LOAD A• ROOFS(SNOW) 25 PSF PLUS DRIFTING j CONCRETE",AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS° BEARING STUD MALLS: B. FIRST AND SECOND FLOORS 40 PSF w (LATEST EDITIONS,ACT 318 AND ACI 301). C. PORCHES 60 PSF . LINTEL MAX ROUGH MIN END D. MAXIMUM ALLOWABLE LIVE LOAD FLOOR DEFLECTION: LENGTH DIVIDED BY 460. Z;. ALL CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS(f'c) AT 28 SIZE OPENING BEARING E. MAXIMUM ALLOWABLE LIVE LOAD ROOF DEFLECTION: LENGTH DIVIDED BY 360. ®e DAYS: AT CORNERS AT ENDS AT INTERSECTION �'wl A. CONCRETE EXPOSED TO WEATHER AND BASEMENT FOUNDATION WALLS: 4,000 P51 2X4 STUD WALLS 2-2X6 2'-9° 1-112` ONE JACK STUD Q 2-2X8 3'-8" 1-1/ ({ONE JACK STUD)) 3 1/2" ®p (KITH AIR ENTRAINING AGENTS CONFORMING TO ASTM 260,VINSOL RESIN TYPE (PROVIDE 1/2"PLYWOOD 4X8 4'-0' 1-1/2' (OE JACK STUD) AND WATER REDUCING AGENTS CONFORMING N BTN C494) FILLER PIECES AS 2-2X10 4'-B° 3° (TWO JACK STUDS) TYPICAL @ p g B. ALL OTHER CONCRETE: 3,000 PSi (WITH WATER EDUCING AGENTS[ONFORNTNG NECESSARY TO YIELD A 4X10 5'-2' 3" (TWO JACK STUDS) i n,l, " © ®�pl®p�l®(l,q I"F�l�� ®�•�1�I6 TO ASON C494) 3 1/2'WIDE BEAN.) 2-2XI2 5'-8` 3' (TWO JACK STUDS) FOR 4 1/2 FOUNDATION N PIN 9 L. ALL CONCRETE SHILL BE NORMRLMEIGNT WITH A DRY DENSITY OF 144 POUNDS 4X 12 6'-3° 3' (TWO JACK STUDS) t,LD PER CUBIC FOOT(z4 PCF). FOR Wf. S1 N.T.S. 2X6 STUD WALLS 3-2X6 4'-0' 1-1/2' (ONE JACK STUD) JJ 3. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING: (PROVIDE 1/2'PLYWOOD 3-2X8 5'-3- 1-1/2" ONE JACK STUD) x 4' LONG. CAP:IL. ARTH 3 INCHES FILLER PIECES AS 3-2X10 6'-6" 3" (TWO JAGK STUDS) B. SIDESEOF FOOTIN6SWALLSTE PLACED ACAINST TANDHE EPIERS 2 INCHES TO MAIN STEEL WECESSARY TO YIELD A 3-2X12 8'-0" 3' (TWO JACK STUDS ) - " C. SLABS-ON-GRADE AT MID DEPTH 5 1/2"WIDE BEAM.) 4X12+2X12 8'-9° 3' T110 JACK STUDS) 2 x 6 d I6 O.C. STUD BEARING WALL m 4. REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. LAP BARS A MINIMUM 11. PROVIDE GALVANIZED STEEL BEAM AND JOIST HANGERS AT ALL FLUSH FRAMED LVL.GIRDER.., (A5 OCCURS) n OF 36 DIAMETERS AT SPLICES. WELDED WIRE FABRIC(WWF) SHALL CONFORM TO ASTM CONDITIONS. THE THICKNESS OF THE STEEL MUST BE AT LEAST 18 GAUGE FOR SEE PLAN. co A185. LAP MESH 6 INCHES AT SPLICES. HANGERS SUPPORTING BEAMS UP TO 3 1/2° IN WIDTH. UNLESS OTHERWISE APPROVED FIN 1ST. 4 d 8 u BY THE ARCHITECT HANGERS FOR BEAMS WIDER THAN 3 1/2•SHALL BE 15 GAUGE. n 3/4 T&G. 5. CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS ARE MANDATORY. REINFORCEMENT SUBMIT ALL PROPOSiED HANGERS FOR APPROVAL. HANGER AND OTHER PREFABRICATED FLOOR 3/4 T&G. EA.WAY, STEEL SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. ALL STEEL CONNECTOR DESIGNATIONS ON THE'DRAWTNGS ARE TO BE MANUFACTURED BY __ �MF _ PLYWOO SUBSTITUTE HANGERS OF SIMILAR SIZE AND CAPACITY THAT ARE D ___ ___ CENTER PLYWOOD g Q CONSTRUCTION JOINTS SHALL BE KEYED. TE CONNECTORS NI CI THE CONTRACTOR FABRICATED BY 6. DETAILING,FABRICATION,AND ERECTION OF REINFORCEMENT SHALL CONFORM TO THE OTHER MANUFACTURERS OR ARE CUSTOM FABRICATED FROM STRUCTURAL STEEL,PLATES N i LATEST EDITION OF THE"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", BD ANGLES. SUBMIT PROPOSED SUBSTITUTIONS TO THE ENGINEER FOR APPROVAL. 9 Id I-JOIST 5 SLAB °ACI DETAILING MANUAL", 'CRSI MANUAL OF STANDARD PRACTICE'. DO NOT ALTER ANY CONNECTORS IN THE FIELD WITHOUT FIRST CONSULTING WITH THE OR LVL.FRAMING ENGINEER. WHERE MINOR FIELD FIT-UP MODIFICATIONS ARE NECESSARY,NOTCH THE - T. THE CONTRACTOR SHALL SUBMIT DESIGN MIXES FOR ALL CONCRETE. TIMBERS: NEVER MODIFY THE METAL CONNECTOR" 0 y 1/4 FLOOR FRAMING 8. THE CONTRACTOR SHALL SUBMIT REINFORCING SHOP FABRICATION DRAWINGS TO THE 12. LAMINATED VENEER LUMBER TIMBERS SHALL BE DESIGNATED WITH A°LVL'ON THE CAP It.5/8 x I�x12 2#5 HOR SEE PLAN & SCHEDULE ENGINEER FOR ALL RE-BAR PRIOR TO DELIVERY TO THE FIELD. PLANS AND SHALL BE FABRICATED BY THE TRUS JOIST CORPORATION OF BOISE, IN BOND BE AM' IDAHO,BOISE CASCADE CORP.,OR LOUISIARA-PACIFIC OF PORTLAND,OREGON. THE Sd2-O" 2"CLEAR WITH 9. PROVIDE A 6 MIL VAPOR BARRIER UNDER INTERIOR SLABS CAST ON GRADE AS ALLOWABLE BENDING STRESS SHALL BE 2,600 PSI. THE MODULUS OF ELASTICITY D.RIPE INDICATED ON THE FOUNDATION SECTIONS. SHALL BE AT LEAST 1,900,000 PSI. SUBMIT SPECIFICATIONS FOR OTHER PROPOSED 8 C MU. OC.VERT. RE SAFING. EQUIVALENT HIGH PERFORMANCE ENGINEERED LUMBER PRODUCTS. SUBMIT TO THE COLUMN, 10. FOUNDATION ANCHOR BOLTS SHALL BE 1/2'DIAMETER STEEL CONFORMING TO ASTM ARCHITECT A PROPOSED ERECTION PLAN FOR EACH LEVEL FRAMED WITH THESE A307 AND SHALL BE AT LEAST 10'LONG PLUS A 2"LONG HORIZONTAL BEND AT THE PRODUCTS FOR REVIEW PRIOR TO SHIPMENT TO THE JOB SITE. BOTTOM. UNLESS OTHERWISE NOTED ON THE DRAWINGS,THE BOLTS SMALL BE SPACED DE ®,q AT A MAXIMUM OF 24"ON CENTER WITH B ADDITIONAL BOLT WITHIN 12.OF EACH 13. IN BIRDERS, BEAMS OR JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN ®ETA I L © DETAIL CORNER OF THE FOUNDATION. EACH BOLT SHALL BE PLACED WITH A 2 1/2' (13/8") 1/5 THE MEMBER DEPTH NOR MORE THAN 2 INCHES IN DIAMETER. SUCH HOLES SHALL EXTENSION ABOVE THE TOP OF THE CONCRETE TO ALLOW FOR FULL ENGAGEMENT OF THE BE CONFINED TO THE MIDDLE 1/3 OF THE MEMBER DEPTH,AND SHALL BE SEPARATED 3/4 =1-OW 5 1 3/4":I-C LOWER SILL PLUS A WASHER AND A NUT WITHOUT COUNTERSINKING THE TOP OF THE BY AT LEAST 4 INCHES OF SOLID WOOD. IF PIPING, DUCTWORK OR OTHER .-. LOWER SILL PLATE. MECHANICAL SYSTEMS INSTALLATION SMALL REQUIRE CUTS OR HOLES TO BE MADE VARIES I--Li LARGER THAN ALLOWED ABOVE,THE CONTRACTOR SMALL ADD EXTRA JOISTS,PROVIDE WIDTH VARIES STRUCTURAL STEEL,MISCELLANEOUS METAL: FLUSH FRAMED HEADERS&TRIMMERS OR MAKE'OTHER MINOR STRUCTURAL REVISIONS AS _ ISQUIRED BY THE ENGINEER TO ACCOMMODATE THIS WORK. RIDGE RII AGE l 4-) 1. ALL STRUCTURAL STEEL SNIPES, PLATES,AND BARS SHALL CONFORM TO BTN B6, lq. FOR BEAMS MADE UP OF MULTIPLE `- U) YIELD STREXGTU' 36 KS1. STEEL PIPE SHILL CONFORM TO ASTM A501,YIELD SOLID SANK 2"x MEMBERS OR 1.75'LYL MEMBERS, SSLJ2IO _ STRENGTH=36 KSI. STEEL TUBES SHALL CONFORM TO ASTM A500B,YRLD STRENGTH i EACH LAMINATION SHALL BE SECURED TO THE ADJACENT PIECE WITH TWO ROWS OF 16d xI2CRI �LSSU2 1O 2 >-+ 46 XSI. ALL STRUCTURAL STEEL SHALL BE THOROUGHLY CLEANED(SSPC-SP3)AND NAILS AT 12°ON CENTER. SPECIAL BOLTING PATTERNS ARE SHOWN ON THE DRAWINGS 2x12 �r VALLEY SE 2-2 x12 RAFTER RECEIVE ONE COAT OF SHOP APPLIED PRIMER.. WHERE THEY ARE NECESSARY. ROUGH CARP, b 2-2 x 12 co NDER DORMER VALLEY SEE ��YY11 2' ALL WELDING TO BE DONE BY APPROVED CERTIFIED WELDERS WITH E70xx ELECTRODES. 1 WHERE STUD WALLS ARE GREATER THAN 8'-0"TALL,PROVIDE ONE ROW OF SOLID .- F+-1 ` � NOTE #8/S1 o D SIDE WALL ROUGH CARP.I HORIZONTAL BLOCKING AT MI0.NEIGNT. o JJII o SEE DST.E/Sl 3� LATEST STREDITIONTURAL STEEL SHALL BE FABRICATED BO ERECTED IN ACCORDANCE ON, THE lq. PROVIDE SIMPSON"H2.5A"HURRICANE ANCHOR CLIPS OR OTHER EQUIVALENT 18 GAUGE 2-2 12 USZ I O TIP. NOTE #B/S 1 LATEST EDITION OF THE DISC°SPECIFICATION FOR THE DESIGN, FABRDARTIOR,BD IIIIII Q r AT EACH END. FOR ADDL.bETAI LS ERECTION OF STRUCTURAL STEEL'FOR BUILDINGS',THE"CODE OF STANDARD PRACTICE STEEL FRAMING ANCHORS AT ALL RAFTER SUPPORTS. O O O�FOR BUILDING'AND THE'STRUCTURAL WELDING CODE-STEEL'. 0_ 1$. TIMBER [-JOISTS SHOWN ON THE DRAWINGS SHALL HAVE LAMINATED VENEER LUMBER x x _0 41 ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307. FLANGES AND SHALL BE MANUFACTURED BY THE TRUS JOIST_CORPORATION OF BOISE, yN I)' N IDAHO.BOISE CASCADE CORP.,OR LOUISIANA-PACIFIC OF PORTLAND,OREGON. 5 Q 2 8 C1y10 R R 5l PROVIDE SHOP FABRICATION DRAWINGS, ERECTION PLANS,AND MEMBER DETAIL SUBMIT SPECIFICATIONS FOR OTHER PROPOSED EQUIVALENT HIGH PERFORMANCE - 2 x 6 BEARING A 4 DRAWINGS FOR REVIEW BY THE ARCHITECT PRIOR TO FABRICATION OF BY STRUCTURAL ENGINEERED LUMBER PRODUCTS. SUBMIT TO THE ARCHITECT A PROPOSED ERECTION 2 x 6 0 16 PLAN FOR-EACH FLOOR.OR ROOF FRAMED WITH THESE PRODUCTS FOR REVIEW PRIOR TO.- WALLS BE LOW .RAFTERS STEEL COMPONENTS. SHIPMENT TO THE JOB SITE. SEE FRAMING PLANS AND SCHEDULES FOR[-JOIST - FROM -2 ND.FLOOR ._.. MANGER SPECIFICATIONS. 3-2x B p n 3-2 x x 0 HIP ROUGH CARPENTRY: 1 . WHERE SOLID TIMBER POSTS OR GIRDERS ARE SPECIFIED ON THE DRAWINGS TO BE x 6 d IO O'C• 2 x 4 d I6 (T YP y `W r. ALL ROUGH FRAMING FOR JOISTS,GIRDERS,RAFTERS AND STUDS IN LOAD BEARING CONSTRUCTED OF 4"x,6'x,8-x OR 10°WIDE STOCK,THE CONTRACTOR MAY NOT - CEILING JOISTS COLLAR TIES r� (/1 WALLS SHALL BE SPRUCE-PINE-FIR 02.SOUTHERN PINE 02,HEM-FIR 02,OR SUBSTITUTE A MEMBER COMPOSED OF MULTIPLE 2'STICKS UNLESS THE CHBGETS. p Q P p.� F.. BETTER. F0 (SINGLE USE) =875 PSI. Fb (REPETITIVE USE) 1,000 PSI. SPECIFICALLY AUTHORIZED BY THE ENGINEER. ®� 1 ®IL ® TYPICAL �p��� �' ®��F1I6 ® ���Ib�� IfIII�I��® ` E= 1,300,000 PST. WPffiER FOR EXTERIOR EXPOSURES AND SILLS IN CONTACT WITH I � 1 r� COLLAR TIES. � CONCRETE PRESERVATIVE.RY SHFDL BE(REPETITIVEN PIKE 02 AND USE).-1.60 PSI SHALL BE ALLPROSSURE UGH FRAM N6ED WE RE-STUD�WALLS ARE NOT SCHEDULED TO BE SHEATHED,PROVIDE 1"x6'CONTINUOUS -- a LUMBER SFfAII BE EITHER K-D OR S-DRY WITH A MOISTURE CONTENT OF NOT MORE X-BRACING ON BOTH SURFACES OF THE WALL SECURELY MAILED TO THE TOP AND - N.T.S. 51 DORMER ROOF FRAMING � N.T.s. s1 DORMS R ROOF FRAMING THAN 19X. BOTTOM WALL PLATES. ._ FOOTING SCHEDULE e* 56-8" MARK SIZE REINF. E.W.BOT. �4 0 F1 2'-8".2-8°.1'-d 3#4 �- �� k. p i ° n n n F2 3�-C&3-0•1- 44*4 �'O 2 low 20-11 7-6 7-7 7-6 15-2 H ,Lb JOB. ♦ /� n , e n 73 3-4n=3'-Ain-1-6" 44*5 z 3: F4 3'-0* 1tl 4-6°. -O 4#5 �0 04 E- e H W o i0 boo ch. // `o O \\ 7C N9,G� � \ 135 } G o \ Zlu a'aS g ® I ° 8 o oa o ��9 133 3 Vi" ST s � 10_ 78 .z W7° PE COL a Uo„ n f F (92-0) (94-0�YP) 7 5 1/2 1/4 �,m r A �\ O Q1 8 C M ( ' I , TD. PIPE sO \ 2 q ( I F4 S �Q I UNEXCAVATED COLUMN. \ / F 1 Q _ F 1 -I F-1-F \ c� `�' F 2 F2 F2 Ps m �� I C RIDGE rn THICKEN SLAB \ \ �c o P- e� P' 9 ( 1 _i " JAT BASE IC. \ 11 1 d .n e d I ( ABOVE o MBASE F2.5/ \ 'cn I M. -� _ e id•idON . i �e �e _ e� 1 s NS.GRT. �p �? \ ®? F2� f M m , N al M \ , \/\ -.'- 1 SF.(92-0'h / ` \ V TYP FACE BOY.OF FT NG. ,, ° =o CMU. (EL.90-0)TYP. _� 4 SLAB ON GRADE _I - :z TO OF AT INTERIOR EL.91=7 3/4" � u� '� �D\ COL. BOT.OF BASEMENT REINF.WITH 6 n 6-10/10 WWF. I (94-0') ® o WALL FOOTING. I o o J= �. B -------- (90-2 1/4) — gyp UON)-- ------- - - - ---- -- -- -- - ----J F cv � ® .M EE PLAN 0 M�w FOR FTNG. /9 C ——- —— ---] 6" .16 CM 1 SIZE 8 REI F 4�0'J OC F 16-3 �� ° UNEXCAVATED. Y' "� d 52-4 1/2 PIERS cd 6-0 O.C. 5-0" o SECTION � �sn c�AWI SPACE--' / o - - — _ ,n n 3/4°=1-d" S 2 3 112P� E e� 2 UNREINFORCED Sp �- € m O" SLAB ON GRADE / (92-0) -' EL.96'-O" m S� / /O;On i w Oo CALLED 4� NORTH SF - BASEMENT I FOUNDATION PLAN f'c=4,000P W Q) v to 1/4°= 1�-0° HORIZ.JOINT #5 N2L d'O.C.I;�_0'l REINF EACH DOWELS STD.PIPE COURSE " e \ ,I 10" 4-' COLUMN. 8 CMU. #5cl2-0 L-0° 1/2 COMP. _ DOWELS FILLER. NN41 3Cp\ " THICKEN SLAB S C3 ° n BOT.5 Ri 4T , AT BASE PLATE 8 TYP. Q 9 I —SEE SECT. FILTER WWF W 6 0" �' 1/S2 FERRIC. 4"SLA13 ON to i 4° PERF. -,- GRADE, 4�6'� • ry P.V.C. FOUND t°r� IV ^ / i " ::•ter' DRAIN. ,y<•,, n i-0 SEE PLAN 64 CRUSHED ,, COMP. -0 SAND. BASE 'IQ.V2'-10.1(f o FOR ELEVATION STONE FTNG. 6 MIL. POLY �O�pu ON 1"t N_S. GROUT VAPOR 7° V4 SEE PLAN FOR #4 cd 8 SEE PLA 9° i0 9 COMPACTED BARRIER u FOOTING SIZE FOR BOT OF , „WALL STRUCTURAL !-� LU �Os 3/4' AND REINF. EACH WAY,TOP 8 BOT, FOOT 2-4 FTNG. FILL OR NATURAL UN- S' ELEVATION. DISTURBED g FORRI L SECTION ® SECTION. ® SE :TIO SOIL 3/4 _ 1 0 S2 3/4 -- 1-0 S2 3/4 = 1-O 52 a 1/2"PL 2 x 6 PT.SILL FLOOR FRAMING SCHEDULE z 2 x 6c))I WITH z 1/2q ANCH. Q. ° BOLTS C11 2�-Ob.C. MARK MEMBER SIZE FACE MOUNTED E+) P 5 HORIZ. 9 BETWEEN JOTS PANEL J1 1.75"x 9.500' I-JOIST MIU1.81/9 t: o x TOP 8 NE IN BETWEEN JOISTS /HOLES J2 1.75°x11.875" I-JOIST MIUi.81/11 q THICKENED SLAB FOR VENT. J3 2.31°xII.875' I-JOIST MIU2.37/11 z 'S FINISH n, �9 i/2 FRAMIN J5 I.75"x14.D00' I-JOIST MIU411 z g¢o 4"SLAB x 3 4*5 G1 1-1.75•x 9.500" LYL HU9(MAX) HORIZ.TOP. G2 2-1 75"x 9500" LYL HU410(MAX) W CJ o G3 3-1.75"x 9.500° LVL HU610 (MAX). x ® G4 4-1.75"x 9.SOD"LVL HU410-2 (MAX) S �-^ 2-2 n 4 P.T.SILL ON,, q 65 1-1.75"x 11.875:LVL HUI1 (MAX) AG / COMPACTED \ y"SHELF WITH 1/2"(( 10 G6 2-1.75"x 11.875"LVL HU412 ((MAX �• U / STRUCTURAL `Y G7 3-1.75"x11.875"LVL HU612 (MAX a FILL. ANCH. OLTS 2' GB 4-1.75'x31.875" LYL HU412-2(MAX) 9Bp�R` O qr b o a O.C. NOTE: ALL I-JOISTS SHALL HAVE LYL FLANGES AND F h 6 x 16 cMu.q ����106� ® THOSE MANUFACTUREDMBYITHE TRUS JOISTMUM.COMPLY TCO P. OF BOISE, W OC PIER cd 6-0 10" 3/4"= 1'-0 $3 IDAHOO; SERIES TJI/PRO 250,TJI/PRO 350,AND C6 ��O/ 0.C.(MAX.) W } / AL sp v o 0) a n 31e HOLES / `ri �I� I------� r-----� ¢F off$ L3� "FOR 5/$ / N5a- m o% ANCH.BOLTS. C V°i �^ �' \�\��c o N N3 omm \ zo i/4 lx�? J I Q)II&C. 5'CONC.SLAB i i f` T B 27 X-BRIDGIN I M gm $a \,6fl 3 1/-71 � COLUMN P) Fy ®m®® FACE OF G /'. �y dJ m G 2 STUDS . E F4.5/8�5°x12° 1<40 �� �� 0 C 51/2 q \ iic' I r4 �o+ �o+Q. 171 SIM. I I' u, ON W s NON- SHRINK GROUT. \ _ RIDGE JQ J G3 G3 1 HIE RIDGE ( o SEE PLA �` + G3 ABOVE G3 (0 R II ABOVE I N FOR TOP F ' u �i _J 6 1 ,10 -1 r r I m CONC.ELEV. 3-0 y� �,+ ' C 1-4-4-3/8 CURB r2e O.C. �+, G 2 JQ �C` G 2 ( ®� o f GALV.W BEYOND. co N �p 1 �L TB 27�X-BRIDGING � I-1 ------------J ANCHS. m® e® ®®®®�e oe �m ee ®m 1 d 16 O.C. Lttc I � "5 ON G I I I �� 4 2##5 GRADE G1 cJ16 1 I s TOP CONT. COMPACTED ✓1 �6a STRUCTURAL 2 OC Lc Bic 6 FILL s 9E - --- ---- --- ----- --- SLAB ON GRADE ---- -- ---- I V1I.= CMU.PIERS I O'V4 OV t8"6J� WITH BELOW(TYP.) 3 I o N SECTION ® ® COS rvI /6 C. CALLED . m 3le I!-0" 53 S / G3 FIRST FLOOR FRAMING PLAN NORTH 1/4"=1-0" 1/2"PLY. 1/2"PLY. 1/2"PLY. 2 x 6cd161 % 1�e k Op) 7 S 2 x 6 d 16" 2.6 N16" 3/CT 8 G. 3/4°T BG. PLYWOOD • C CS °3 O\.- .M. PLYWOOD R H SUB-FLOOR O PEG 2-2 •6 P.T.SILL SEE PLAN FOR CONT. RIM JOIST,: 1 3/4x9 i/2 VL. EE PLAN SEE SECTS. TOP OF CONC. " „ - CONT.RIM JST. OR ELEV. w S R SCgA p/TC 1 8 2/S3 FOR ELEVATION. 1 3/4 9 J LVL. 1 C ANCH.BOLTS 8 NAILS. • 9 V2 I-JOIST. �W�R wON G H S " \ TB�X°BRIDGING �� 1/2'[-JOIST 1 3/4" -- T R 4A . 5 SLAB ON / \6,6 6 2#k5 WWF. GRADE TYP NAILING OF o S g` �Z6 P , HA 3 HORIZ.TOP WALL L SHEATHING 9 1/2 I-JOISTS ) / 3 8 d NAILS 2#5 TOP,CONT. CO 4"O.C. 2-2. 8 P.T. SEE SECT.1/S3 WITH 1/2" I-0,� WITH CORNER BARS. 0 MPCT-UR FOR SILL,ANCH. ANCH.BOL� L1 ® STRUCTURAL FILL. S� 2#5 #50)2-0°O.C.� FIN,G ADE BOLTS 8 REBAR. N 2-O°O.C. 0 2" ? o HORIZ. 3-a PLUS al 1-0 FROM CORNERS. BOT 10" SEE SECT.2/S3 10 FOR NAILING 10 SILL WALL 4 SECTION 3LL ��e�NON ® SECTION I 3/4"= ILO" 53 000 ^1 8n 8i Sn 3/4"=1-0" S3 3/4"= 1-0� S3 • w AL Cl� w FOOTING w a FLOOR FRAMING SCHEDULE ,z - z MARK MEMBER SIZE FACE MOUNTED c4 3A!T 8 G. 1 3/0 x 9 1/1/2LVL. A!T 8 G. HANGER E Jl 1.75"x 9.500' I-JOIST MIU3.81/9 PLYWOOD CONT. RIM JOIST. PLYWOOD. J2 I.75'x11.875• 1-JOIST MIUI.81/11 E 11 7/8' --- J5 1.75'x14.000" t JOIST MIU4117/11 Z �$ \ 760160404.c. N ` x 99+s FRAMING �� 9 1/2 I J01 GI 1-1.75^x 9.500"LVL xu9(nAx) rn 01, 9 OR LVL.FRAMING. G2 2-1.75"x 9.500"LVL HI ((MAx))SEE PLAN AN G3 3-1.75"x 9.500"LVL HU610(MAX) W W $ TB 27 X-BRI GING " G4 4-1.75•x 9.500"LVL HU410-2(MAX) E-� F sO SCHEDULE FOR 4-16 LVL. �c z-1.75"xii.875" ivi Huaiz((�(Mnz x = 6 �, HANGER SIZE. GIRDER c7 3-1.7s'xu.e7s LVL HU612(nax� �+ / G8 4-1.75'x11.875"LVL HU412-2(MAX)6 x 8 POST IN NOTE: ALL [JOISTS SHALL HAVE LVL FLANGES AND._ SHALT,AS A MINIMUM, COMPLY WITH THOSE E-• Qom/ WALL BEYOND, MANUFACTURED BY THE TRUS JOIST CORP.OF BOI SE, R: IDAHO; SERIES TJI/PRO'250,TJI/PRO 350,AND [zT }/ TJI/PRO 550. SECTION ® SECTO®N 3/4"=l'- S 4 3/4°=i'-OH S 4. 0 pd cc f �$O a a x xi J¢ u 1' 2 r cl 05 +0 p Q 0+ 0 G2 `� G2 0 G2 6, T13'27 'X'BRIDGING o--� WA�• �1 e ®®®®® J2a1d'o.c.® mme + J 6 C CANTILEVER +p �o > �+ O� > -' IC� c H JOISTS TO WALL -' G3 P� ' `O I ABOVE 2-6 'x ECIAL II y+`� M' HANGER M I=JI --ro '^ P5.50/9.50 m ®�F `� 6 BRG v I a G 2 pI, 2 -6 J2�11 OC. WALL ABO G�p N (TYP) I J I cme"O.c J 1 4116O.C. J1 G)WO.C., J 1 0)16'O.C. LG 6 0 TB27 Y-BRIDGING 'r 2 x 6 G2 G2 ®M o G2 — �-' +s " WALLING E O ✓/cvT6p 64 ✓lq/1 / � o r' QC � mm* co ® O � ® ?�6 NORTH SECOND FLOOR FRAMING PLAN ✓ m v � r 7 /6Q G2 01 1/4°=1-0' 1/2D PLY_ . 2 x 6 0)16n 0.C. T 6 On.. � LSU 26 r ®®@27 i g �' ® 1(� 2� ADJUST. M1, ®®@R/0 6 12 HANGER 2 x 8 LEDGER ® /NG mmrn 6 WITH 3-16d " o �(�S NAILS/STUD. r - x OVE \ 3 3/4zT&G. 3/4 T 8G. LAP PLY. 6NkP W p$ v PLYWOOD. ' " 2+ 3/4"T 96. ~ pLYVY00D 1-0 1-1 1/4 TO LUS26 PLY D. NN O W 1 3/4"• LVL.. TOP OF STEEL. HANGER ^. 7 �6 CONT. RIM ,�9 V2 FR ING o---2 • 6 �� >1 to ftle`@o' 'X�T PCY JOIST. 9 V2'OR 11 7/8 2-2 .8 NAIL CEILING JOISTS FRAMING 2� o „ TB 27 'X'-BRIDGING 7 ®z 'v „ I -JOIST. OR WITH 1/2 CARR. _ (T�0�6✓qC ®0 /®G IS- S��O 1/2 PLY. LVL. FRAMING BOLTS ql 2'-0'b.0 BEAM. pl qCy E ✓1 16 ® pOS c 2x SEE PLAN. (ALT.) u 677 M It's.A�. 2"60)1 AP F4..3/4"u ABOVE.8Dx 10" ® ✓% G 1/4° WITH 4-3/4�H.S. 4"OD.STD.PIPE ^� BOLTS. COLUMN BEYOND. co A 4HO.D.STD_ " PIPE COL. 2 3/4 2+6 BEYOND. / 3 1/2 ,I 13/1e° COL. NOG SCCTO®I!1 0 SECTION ® SECTION 3 �� 54 3/4"= I'-. 5 4 3 A? i-0� S 4 v, a z z = d Ho F Ug7 FL'� l+ .» x �• ij<G a O /? t ..a ¢W o Oa o ¢vte O ,Q 69 ti Ns �mm + C r ON oz "ate N �•+ ,� .1� N 2>2-2 z6 D.S- US 21/ �i012(TYP. (TYP EA.EN . Q ° 2=12olt 2 RAFTERS L+\ y9p?� + LSSU210-2 L ;210 2 =60 16nOC. + �QSs4 H 2- 3/° 7/ a (TYP) T^IP) C --2-2-12 00' \,L 1 4■11 LVL. $ RIDGE. H N 2-2=6 12 PLY iti+ +6 RIDGE #'M. 2•8cdW M. El ON PLY. 5/8°PLY. 2- 2 2 R6 `" ° ^' COLLAR TIES, 2-2-12 Lu DRYWALL �p �t�; 1 AFTERS ❑} Q CONTROL I x n N 2-2■12(TYP. r 2`4 2 o JOINT. 2 •12 dJ 16 O.C. Q N o • N N N COMMON 2 I D M. D NOTCH ST DS 2 ROWS 8d RAFTERS 2+� '�' 2 6 FOR 2-2.12 ( NAILS c)eb.C. Rq /g+ VA 2-2-12 QC 0 0 o UGH CARP. I # I ®dx ` `^ TRIMMER 2� CSS (�ILA.. �`� 2-2.6 SILL y/2° RAFTERS 2 ■6 , i m . 3/4°TBG.PLY. PLY2 ROWS 8d a1 �i#t2g116 �t 2 r 8o)WO.C. p cd 2 ND.FLOOR NAILS cd 6°O.C. • pTF LOW ROOF y # SUB- ALLLD TYPICAL DORMER 2 2+/2 s NORTH WORK POINT - - CG�CCIC WALL DETAIL 2'2 .12 ROOF FRAMING PLAIN AT RIDGE EL. SECTION � 'J2 '� LSSU 210 OR 3/4'= 1'-0' SS (ryS2J0 rV 2.10 DORMER LSSU210-2 a p VALLEY SILL ADJUSTABLE DOUBLE LVL.RIDGE LE OVER PLY. HANGERS. !STAGGER SPLICES) 5/8u ALE DORMER RI 12 PLY. 2-Vi' 2�2 3 �'9q�16 BEYOND. 10 MACH. W Q) S CCgR -c 5/8 10 L. H2.5 OR BOLTS. I�1 PLY. a\�D+\`L \6� H2.SA. 5 1/2 Q� co . ; 12 +mow• DORMER 8-10d NAIL 10 \1b RAFTER. / p1p.SEE FOR ° / FQ` TOP PLATE C T$. 11 1/4 F AMING d/ RIPPED q$ WORK 10 �Q �_ e�2■` R (TYP) FROM 2-2=8 2 3/4° 2 3/4° ti ti 2„e POINT. .y+N US210 L, LSTA21 - `� HANGER I OR (1 1/4-20GA_) (u F / TIE STRAP n T.O.TE �� 2-2=10 HEADER 2.6g)16°O.C.STUDS 2 -6 cd16° 2 4 6 ry T. / PLATE 10 I 2 x 8 BLOCKING AT.EACH 2 = 6 cd16 � 2 EL - BETWEEN RAFTERS AT DORMERS WITH OR 6. POST TO STUD. -4 1 ' LUS210-2 HANGERS SUPPORT RIDGE. 2.5 OR H2.5A -2 " 12 AT ENDS. SEE PLANS OR HURRICANE TIE TRIMMER —„ AT EACH RAFTER RAFTER w 1/2��LY. BEYOND. w 2 TYPICAL RIDGE DETAIL TYPICAL INTERIOR BEARING WALL nd to2� sets° ' }s SECTION 1 SECTION 2 SECTION 3 _ � aw SS 374°=f-0° S5 3/4°_1-0 S5 z S z n S s-"'.•ram`_ a.. � �o R �s °°M $ E o a Ik T W ov a 1 A 0*ROOM LU S S va o � p4 ®I � (n POR01 CAE I I 3 O Ov •L ° Imy 1 6 C S w / -------- e m Q // -------- T lT O \_ U- W I— 6 POWDER ROOM Q U / AEO < / pl Y. P E / V w / 0 / sr TO urAFTs m TARO <� _co (/ ® ELECTRICAL SYMBOL KEY ( SYMBOL DEANI➢ON SYMBOL OEFY111ION SYAIB0. OffIN17ION _ S SEDCN p(tE%M-1—OWLET O RECESSED ME -1T _ —TM REFTR3 TO WM S T TRREE MT SRCH daEX RECEPIACIE OORET MLL 1W1TED fIXTIRE HEIGHT MP.AS 1ROGTEO 9COICEILETTER REFERS TO TTPEI S. FM MT WTCH �� y�ft FA�1LT ME�TORNT � SDSACE FtlU1TED CFIOx4 FfXT15tF RETTM REFERS TO TTPEI • - - S R WTCH N D— OMOTAiIE%RECEPTACLE—ET �A CEB HOi M E T FAN _ BETTER REFERS TO TYPEI S xF MTER PROOF 51RTCH SPDT—0 PIAtIE OUTLET STW WT— METTER REFERS TO TTPEI . - DUPLEx SET+ —POSE SHORE DETECTOR _ S r iOIED SOTCN RECEPTACLE OOTLES ® NBTALLEO 10 COOFJ . $ETC- ® tEAC lET AMCTxM BOX CABLE OURET 14— TELEPHONE O—ET A PICARE IIGNf • � Lug - ' z N U .d 43 eoa� E 3 a LU LLI Z co I PMSTE3t BA _ 07 XF TEL 7Q1 Z I Q a J 4 < U S R. NPLI U LU LU LL Q O Z 6T .w7 U V ST�vF Y p TO SW 2 ( g V ON W r � V a enRd!*I+MI P _ � 1 • _ r1 ! ( ( l ABLLrest- i ! Solt Os SALT MARSH ,., , , ti ,,,� •m � , �, (,t CUT SHRUB/VINE THICKET ismy .\\ ASSESSORS MAP 2M PARCE:.20 \\ ZONING: RF-1 SETBACKS: 1 �• FRONT: 30' d ` � SIDE: 15' REAR: 15' � s+ r GROUND WATER PROTECTION ZONE: AP Q7!� .cam Directions to Site: From Hyannis, Phinney take Route 28 toward Centerville; Take a right o s Lane and follow to Route 6A; nto Take a left onto Route 6A and ten take a right 5f r onto Rendezvous Lane; Take a left onto Salten Pant Road and the hI is on the lel #109. j tiS � Q 30" ASH ! CUT ti �� Q�• ET . ZONE G 1 Q , x ��S C 0 FpooL L 17, �;�,-r�TO oo A pROC INSCCTSO NOTES.• �OUE'1iuIpON COM DBYTNC th I } t Iiv y L o�Tl_D 1N ass To�E 1pN. 0V ff'� �- DATUM IS NGVD BASED ON RV 6, FRONT TOP 4L T OF HOUSE >iMNT 0• x f \Q ` STEti�k�� .. .. < k, ON A HYDRANT ON THE NORTH SIDE OF f)OUTF 6A y ,-��` v'" �' 0 �k�o q �r m' 55' NORTHI✓EST OF PLOE 3/.f04 AND 300 ' A =ST OF } POOL FZ~�E CCgT�p RJ �p 0 \'"gae� h° r N W THE JUNCTION OF 6A AND RV!OEaZ10US LANE• iz � 1. R8 ASH 0 � Qa` ��� a -° h ► THE RESOURCE AREAS MERE FLAGGED BY PL�R.T_ , ENV FER RUQ q 95 STA TE ROAD BUZZARDS BAY, X 02532 44 f1/►1 O s�p Fc �tii Q 1 t I SPA", �9 Q Q r SEE DEED BOOK M!8 PAGE J55 �v PLAN BOOK 90 PAGE 63 4 A T THE BARNSTAB E CDY REGISTRY OF DEEDS rp-�uRRACfi For Property Line Information Please See: EXISTING CONDITIONS p PLAN LOT 4,SALTEN POINT ROAD BARNSTABLE,MA,PREPARED FOR SULLIVAN ENGINEERING,INC.,by CANAL LAND SURVEYING, —\ I p 306 OLD PLYMOUTH ROAD,SAGAMORE BEACH,MA,DATED MAY 5,2000. PROPoSRp w/F I I J OWtL1.ING M O O, I �—_ PoRGH I I i I I p.�O EwAY St.aE� L I P R r. S-roiVe ALLLAPITS,, FOO R RUNOFF \R FOR D Ouk FO"15-r HOI VP,,-r. TlD DtPRR•JS low T eINAGB (TYP)R OvER�Ov,, -- pFlAq >Rs�rtwN st1l�lTi►L aasr P�H SS PAUL R. � RYLL p r Arrs.�caN•rs N� PA u� WARE- No.32448 y t PRO t��o i , " wAt_Ic x,s 109 SALTEN FO -t RL'''MOVLe � �ESS �P �tice,Sul L Le ',,L� P1111D crLOCATICI : BARNsrtAL3LE• MASS • OAY This�«cba,slmf bcIalu deOdaorcMMM SPRUCE 0 r -- ». OR ca.a:ON "J?/EDGE '• .. ____.. _ -r UQ I .r.._ ,„_________ - .•_.___._f_ L DATE FESS A UR YO S _ oldw orco>�don.notxnl�ad ❑ __ For Existing Conditions) EN POINT 1W ROQp �--~-- , 84 '/{•_M `-J/J(,/• /j//��-J}/'�'/�/(�}..T r#E/I T •^'ter.»., .1`-_ 1 LI•/"/• / o 70 rV//V PROPOSED PLOT PLAN & SITE IMPROVEMENTS AT PLAN VIEW 109 SALTEN POINT ROAD Stale: I "= 20' FOR PAUL WARE BY i SULLIVAN ENGINEERING 1 INCH 20 FEET OSTERVILLE, AIA 20 40 60 BO { � �• .r .y..w^+. .. .._. ._._....._.._ -7 G oS RgOR11SNTt•p Pool— DATE:MAY 8,2001 MOVQD F'OCTpR1NTOFOWtL.LINo- et'GONTFI i 2/le/o5 Aooc� POOL ur/5HRud (3uFFF�