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HomeMy WebLinkAbout1225 IYANNOUGH ROAD/RTE132 (12) Imo' o0 of a3� - --- 3 ; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION D lv�q Map Parcel Application Health Division - Date Issued Conservation Division 1 Application F Q Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address AAJ V 0 U6144 I90t0 Village 6AR-P StAb 1�--- y A a, e Ownerc CG D DE(Z- "G—t (k) < =fl ddress Telephone Permit Request ,. ?N i C Cod I , S f pc W 4fi�—c-FaL�, 4. "EQclk i P MINT S' 1 IF Clo t�J G Z t 1c� F Cr- _ Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District drFlood Plain C- Groundwater Overlay Project ValuatioA Construction Type Lot Size 1 3 11 Af 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::0 Yes'-.0 No c� Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ exist' 0 new size_ 9 9 9 9 9 L_n Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# e Current Use Proposed Use —E;J G (ZG(1 Ij`t SW 10 a APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A Q ek0 N-)'&( a 13 +ZA V^e Telephone_Number:9'6 `T- Address ( LV 3 _C ;TtV V-6AA r License# ,b um Al tI�Qa vr_7 Mfg (32- �� Home Improvement Contractor# 1 Worker's Compensation # 4tJl_A 02 1 5252- 13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO XC o SIGNATURE DATE 1` { FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. - J ADDRESS VILLAGE 4 OWNER �h I DATE OF INSPECTION: ` FOUNDATION FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 ' DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents �.1 .1. Office of Investigations ► 600 Washington Street Boston, AfA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nam e,(Business/Organ ization/individual):-A AJ C k6 (L— 6gl G 0 4 ud I Cow Address: c a wry RG A_-0 City/State/Zip: 1) C-Nds P6 a dWgPhone #: Are Y9u an employer?Check the appropriate box: Type of project(required): LETI am a employer with G;20 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. # 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance._ 9. ❑ Building addition [No workers' comp. insurance S. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.[�Other S W101 MIN& POOI comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: A c-tp z 1 A - -w L4�1�Ill e b^'P�4dU�/ Policy#or Self-ins. Lic. #:. ® 52' Expiration Date:. ( — 9 r Job Site Address: I 22 S WAN rJ o.U\ � City/State/Zip: AIJ 0 IS � OZ IF Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$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 certifAuer the pains an .penalties of perjury that the information provided above is true and correct Signature: Date: ✓ _ 2-`I I Phone# Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: ATE CERTIFICATE OF LIABILITY INSURANCE D04105D2010 04/05/2010 PRODUCER (508)393-7744 FAX (508)393-6983 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Main ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE E EXT HOLDER.THIS CERTIFICATE DOES NOT AMEND END OR PO Box 1129 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 155E Otis Street Northborough, MA 01532 INSURERS AFFORDING COVERAGE NAIC# INSURED Anchor Design & Pool Corporation INSURERA: Union Insurance Co 143 Upper County Road INSURERS: Acadia Insurance Company 31325 Dennisport, MA 02639 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM%EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 7A ' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS qRrGENERAL LIABILITY CPA0215251-13 0410912010 04/09/2011 EACH OCCURRENCE $ 100000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 25000 CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 1000 PERSONAL&ADV INJURY $ 100000 r GENERAL AGGREGATE $ 200000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 200000 POLICY X j R0- El LOC AUTOMOBILE LIABILITY NAA0215250-13 0410912010 0410912011 COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO 1,000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ B X HIRED AUTOS BODILYINJURY x NON-OWNED AUTOS (Per accident) $ 0 PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY CUA0215253-13 0410912010 0410912011 EACH OCCURRENCE $ 1,000,00C OCCUR CLAIMS MADE AGGREGATE $ 1,000,00 B $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND NCA0215252-13 0410912010 04/09/2011 X WO STATU - EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 500,00 B ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? EL DISEASE-EA EMPLO $ 500 00 If yes,describe under SPECIAL PROVISIONS below EL DISEASE-POLICY LIMIT I$ 500,00 OTHER - CPA0215251-13 0410912010 0410912011 $25,000 Per Item/$25,000 Total eased/Rented A quipment DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT!SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLA11ON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABRITY FOR INSURANCE VERIFICATION OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. PURPOSES AUTHORIZED REPRESENTATIVE W L s ►� Francis Kittredge (KO)/CLUI t�` � i ACORD 25(2001/68) ©ACORD CORPORATION 1988 � > � Town of Barnstable ` Regulatory Services sAtrxsresLF- v KAss. �. Thomas F. Geiler,Director En "�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete, and Sign This Section If Using A Builder I> 49 [ (�^ C/1+Ai- I A- , as Owner of the subject.property hereby authorize p a DC-5 t G 4 pa 106Y' to act on my behalf, in all matters relative to work authorized by this.building permit application for: 225� YANN6 U(S� A�ei�J,Lr) IVI (Address of Job) J�)i Signature of Owner Date ff Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:F0 RMS:0 WNERPERMISSION Town of Barnstable 4of t�try Oft RegulatoryServices Nam. iwaxsrwac.>. Thomas F. Geilter,Director rtess P �as� amp Building Division rFD 'y TomPerry, Building Commissioner 200 Main.Street,._Hyannis,MA 02601. www.town.barnstable.ma.us Office: 509-862-403 8 Fax: 508-790-6230 HO?%1 OVNER LICENSE EXEMPTION Pleate Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellin.gs 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 HOMMOWNER 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 bomeowner. 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 buildiniz 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,be/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S 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 wofk,that such Homeowner shall act as supervisor." Many homeowners who use this rxcmption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rulcs&Rcgvlations for Licensing Construction Supervisors,Scction 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully awuc of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the rosponsrbilitics of a Supervisor. On the last page of this issue is a.form currently used by several towns. You may care t amend and adopt such a fome/ccitification for use in your"community. Q:forms:homocxcmpf -\ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration:;^452726 Type: Expiration: 4125/2012 Private Corporatio AN�HOR DESIGN&POOLl--CO_RPQRATION THOMAS KEARNS E;;;?_,-'.. ; .I 6. 143 UPPER COUNTY ROAD DENNISPORT,MA 02639F t:' Undersecretary „ I �I Anchor sign&Pool 1 cowowm H ..�, ,�,,; ,�,,,, v",��y"` .,�,"emu.",..«'.°�L..,�.;.m��a b,.y.�a,m,�.<vaw .zG.,.,�iw'c..�.,,.�x,.a=.'t, ..x.�.x,.,>b_��'w_.�_.,,�..,.,..,.�•.w;,�a �.._ .�.....�...�' ......., ._ ...s,.._ ..,. ..... .8r .x� .fi .xx.:�a.L.,w�< February 25,2011 Bill Catania Cape Codder Resort 1225 lyannough Road Hyannis, MA 02601 - Dear Bill: Thank you for considering Anchor Design& Pool Corp.for your new outdoor pool&spa needs.The following proposal reflects the specifications as prepared by Northeast Aquatic Design and our discussions. Project Description A swimming pool,spa and a waterfall-pool are described below. Swimming Pool Description: Swimming pool approximately 30 feet wide x 45 feet long x 5 feet deep,essentially rectangular,with is semi-circular sitting bench in the deep end. Entry into the pool is by generous wedding cake steps in each corner of the shallow end with handrails on sides of the steps.At the deep end/of the pool is a separate feature described below as"Waterfall-Pool". Specifications: Perimeter= 150"6" Surface Area= 1,338 square feet Volume=43,322 Gallons Maximum Bather Capacity=89 Turnover Rate=6 hours Flow Rate= 120 GPM Average Depth=4.1' Spa Description: A semi-circular spa abuts the pool at its shallow end,with peripheral.seating. Entry into the spa is by 3 wedding cake steps ascending from the pool deck to an elevated area. Wedding cake steps descend from this elevated area into the spa with a handrail centered on the steps. Specifications: Perimeter=53'5" Surface Area=166 square feet Volume=2,700 Gallons Maximum Bather Capacity= 14 Turnover Rate=0.5 hours Flow Rate=90 GPM Average Depth= 1.875' Waterfall-Pool Description: On the far end of the pool(deep end),is another semi-circular pool/spa with a waterfall failing into it. Steps on two sides provide entry into the spa-pool with handrails on the sides of each set of steps. A two level sitting area is located underneath the waterfall area.The area abutting the swimming pool has a spillover edge to the semi-circular bench seat of the swimming pool.The waterfall itself is raised approximately 13+feet above the pool deck. Water falls from an upper trough via 5 spillways to a ? s Vag; 14g3 Upper�ECounty Load 17enntsport, Massachusettset}2639�e508 398 61R16s• FaxR508 760 3�F59 _ f 499 Eiearses Way•Hyannis, Massachusetts 02601' 508/77$ 6278• Fax 508 775 5245 a� xrs . ' '�'""3" a, s .y� : z $ -t• a �a x %; g,. : < R� �� T.»a„ x,.,.'.S} rn.. @'.,.,:.,,.., ,.n <.. n.r.;-,,,>.. ;:x nee....x_.,.,,,; ..,... ,_, y.„ ..,. .L. :ft .. .. :. ., e.:'.�, .3. .. .E:; •. ..... .... ...... ... i Anchor sign&Pool 2 cow � �y��fl �a A �(�4 sx 3 /� k a/ :_� dr �, _� 'S y`q',,� �' �- r9 � .,� r � % Y• � s ` r X -� cantilevered trough 3 feet wide,approximately 3 feet below.The weir edge of this trough then cascades the water to the spa area about 6 feet below. Four archways are constructed in the raised waterfall wall, reminiscent of Roman baths. Upper and lower benches are located in the pool/spa,completing the Roman look. Perimeter=72"4" Surface Area= 192 square feet Volume=2,237 Gallons Maximum Bather Capacity= 14 Turnover Rate=0.5 hours Flow Rate=75 GPM Average Depth=2.2' (Note:Specifications are per engineered drawings by Northeast Aquatic Design.) Pool Equipment Specifications: • Pool Size: 30'x 45'x 5'deep • Pump: Pentair(EQK 500) (5 HP 460/230V,.3 Phase)(210 GPM) • Filter: Harmsco(BF 1200)Cartridge Filter ' o Set of spare cartridges • Heater: Hayward H-400 FDN-ASME (400,000 BTU)gas heater with Forced Air Induction • Induction Draft System: (Tjernuld Induction Fan (PAI-5), Power Vent(HS4), Draft Hood (VH1-10), Expansion Controller(MAC-4E), Barometric Draft Control 9DC-10) • Heat Exchanger: Bell &Gossett(BP422-40)(600,000 Gallons)Copper Brazed o 3 Way Electronic Valve&Aquastat Controller • Sanitization By Goldline Salt-Chlorine System: o Aqua Rite Pro System,Sense&Dispense System,two Turbo Cells • PH Controller: o CO2 Feeder by Goldline Sense&Dispense System o CO2 Auto Switch-over Regulator Valve(CO2-10) o Dual CO2 Tanks Supplied by Owner • Skimmers: 3 Skimmers( Hayward SP1084 FVE) • Inlet Returns: o 8 Floor return lines(1.5") ( Hayward SP1425) o 1 Equalizer line o 1 Fill line(3") o 1 sensor line(3") • Main Drains:2 Anti-entrapment with Hydrostatic Relief Valves o Sumps(ASA Model FPK-50-812-24-8) (18"x18"x24")(8"Outlet) o Grates(Aquastar WAV18-101)(18"x18") (775 GPM) x g.. �l4$3 Up{�er County Road •Elaenn�sport, Massachusetts U2639 . 508�398 6116• f=ax 508 h760 3459Y � �° a E � � a4�9 Eiearses Way• Hyannr$,slVlassachusetts Q26E�1 • 5Q8 778 afi�78•Y��X 50� 775 rJ2,45 F� �F y .E.,eae :f r s.. .<e a,. Y ... Y z Anchor sign&Pool 3 COIToItA IM .ww • Lights: 6-Color Logic LED(Hayward) • Handrails: 4 and Ladders_: 2 • Autofil Controller Letro(T40FW) • Flow Meter (Blue White PIPOT)(F30300P)(80-300 GPM) • 2.5" Pressure Gages(Recreonics 32-8) Waterfall-Pool Equipment Specifications: Description: 30 feet wide at pool interface x 15 foot Radius arc 0 2 sets of entry steps,each 12 feet wide,with 4 steps each o Handrails(4)on both sides of each set of steps o Seats on two levels under the waterfall,21 feet long each with 1.5 foot treads and risers o Raised wall 14'5"tall in a 21 foot arc,with 4 arch ways in the Roman style o Raised wall supports a trough that spills into a cantilevered trough 3 feet wide o Spa spills over into the main swimming pool o Spa area to be 2 feet deep • Pump:Waterfall Booster Pump: (EQK 500)(5HP,230/460V,3 Phase) (225 GPM) • Laminar Jet Pump: Pentair(WFE 6) (1.5 HP,208/230V) • Filter:Shares with pool • Heater:Shares Pool heater • Sanitization:Shares with Pool • PH Control:Shares with Pool • Inlet Returns: 6-with 1.5" pipe(SP 1425) • Wall Inlet: 1-(SP1022) o 3 Waterfall Feature Lines(3") • Skimmer: None Main Drains:2 Anti-Entrapment with Hydrostatic Relief Valve o Sumps(ASA Model FPK-50-812-18-6) (12"x12"x18") (6"Outlet) o Grates(Aquastar WAV12-101)(12"x12") (400 GPM) o Muffler Pipe • Collector Tank: ASA Model FPK-90-135 (2'x2"x 5"= 135 Gallons) • Lights:8-Color Logic LED(Hayward) • Handrails: 4 • Ladders: None I� 5 $ ay s2 �E.... �43 Upper CountyERoad • 17enn�spQrt, Massachusetts Q2639 �50$ 39$ 611'6=1=ax 508 769�2$459 F f �� 2 ��' �? s� 499 Bearses Way'• Hyannrs;�Nlassachusetts 02601 • 50$ 778 627$ •Fax 5q�$ 775 5245a °� r�� �� �°£ 7 _; 8 2£ q Anchor Design&pbol 4 CoRPOWM a may, hss .x.->^-r• °�g'"�`fyy ''� �� 6�°¢ � �a� ' R�� .E$ 9""_ y a..E «Lca` � >�, ,% Spa Eau�pment Snec�ficatiorts y�$ , R Description: 26 feet wide at the pool interface.x 11 foot radius o Approach steps(3)from pool deck in wedding cake style to elevated area o Spa entry steps(5)descending into spa in wedding cake style o Spa depth 3'5" o Bench seating along the perimeter approximately 42 feet long • Pump: Pentair(WFEB)(2 HP,230V) (90 GPM) • Spa Booster Pump: Pentair(EQK 500)(5 HP,230/460V,3 Phase) (180 GPM) • Filter: Pentair Cartridge(CCP240)(240 SF) (90 GPM, 8 HR=43,200Gallons) • Heater: Hayward H-400 FDN-ASME(400,000 BTU)gas heater with Forced Air Induction • Induction Draft System: (Tjernuld Induction Fan (PAI-5), Power Vent(HS4), Draft Hood (VH1-10), Expansion Controller (MAC-4E), Barometric Draft Control 9DC-10) • Heat Exchanger: Bell&Gossett(BP422-40)(600,000 Gallons) Nickel Brazed o 3 Way Electronic Valve&Aquastat Controller • Sanitization:Salt—Chlorine By Goldline o AquaRite Controller,T-15 Turbo Cell • PH Control: o CO2 Feeder per Goldline Sense&Dispense System o CO2 Auto Switch-over Regulator Valve(CO2-10) o Dual CO2 Tanks Supplied by Owner • Skimmers: 2 (Hayward SP 1084 FVE) • Inlet Returns: 0 12 Hydrotherapy jets(HydroAir 10-5100) 0 6 Side wall Inlet return lines(Hayward SP 14199C) 0 1 Fill line 3" 0 1 Sensor line 3" • Main Drains:2 Anti-entrapment with 6" pipe connecting o Sumps(ASA Model FPK-50-812-18-6)(12"x12"x18") o Grates(Aquastar WAV12-101) (12'x12")(400 GPM) o Muffler Pipe • Collector Tank: ASA Model FPK-90-135 (2'x2"x 3" = 135 Gallons) • Autofil Controller • Lights:Color Logic LED(Hayward) • Handrail: 2 • Flow Meter: PITOT(F30200P) z x y F $ E143 Upper County RoadE� penn,sport, Massachusetts U2639 � 5{t8 398 6116 E• Fax 508 760 E3459 s E s E k `�. � ' 499 Bearses Way�`Hyannis'Massachusetts 02601 • 50$'778 6278 • Fax 508 775 5245 3 zk 3Y .,,,,.3?, i ...,. ..;.n.. ...'., w,.,. ..,l.S, ,�° .;•::'.z ;''. g< 3 3,�. S x Anchor sign&Pool 5 COON / .. yiy M G5 SC54'a E4 4 6S3 f b. 9 f F X F h �' Miscellaneous Items � y � r6 R6'� �a ��� ------------------ y• Deck Dra�r)sssurrou`ridingpool 33yD f q 3 ...a.o..ao. £ L.......-.�N� .-- ...3 �,. ..�. ., �.. �....... ....... .:....... • Sump Pit&Pump in Shed • Plumbing to and from existing Cogeneration system to Heat Exchanger • PVC Piping per design specifications(Schedule 40) • 3 Way Electronic by Pass Valve&Aquastat Controller • Valving to permit both Heaters to for Pool or Spa. • Decking:Stamperete(1,200 SF) • Cantilevered Edge Coping(2"x 12" precast Concrete on Pool,Spa &Waterfall • Sod to repair disturbed areas(500 SF) • Preformed Concrete Coping on Pool,-Spas and Waterfall per design • Marble Plaster finish on pool,and spas-light color • Perimeter Ceramic Tile o 6" pool perimeter,Step Edges,Seat Edges, Depth Changes, Depth Markers • Equipment Shed by others • Pricing included all normal permits. Not included are engineered drawings other than those already provided. We thank you for selecting Anchor Pools as your pool company. Sincer y. r Thomas Kear s t43 Upper County Road£, ienn�sport,x MasgsachusettsFgU2639Q8 398 6##C•Fax 5Q� 760 3459 499 Bearses Way • Hyannis, Massachusetts 0260# a 508'778 627$ a Fax 508' 775 5245 Sw E 4= nc 3b S w A W s. ,. .i,. . hsarpool m s , Q .6 at MA � �®[ ``� "�ide.P�3V model `;ode A-OFI:atioas Color 3/g^ 1ti4 SPBX, General-Purpose House Gates Black,White Description:An ideal general-purpose,magnetic lot&..for �I 2smm� + �l I III gates around homes and gordens.Suitable for a v,:.e variety 1 �Q,e I ? I I i of uses where a non-key-lockable latch is needed.Reliable, effective and unobtrusive. 2-3/8' 1 /16° I i ;h'hen used on picket-style swimming pool gates,a compliant } 27mm 6Dmm t ttH acrylic shield must be used to prevent latch access by toddlers. i 4 Qo RELEASE ` } [`�? Consult local outhorities for height measurement/requirements on swimming pawl gates. Him I GATE/FSKLE GAP 3/8'(9=1, I{ ; 1 MAGNAs LATC "Vertical Pull" mode-'' e Applications Color 1-3/4° MLVP MA Pet,Pool&Child Safety Gates Black,White ?45mm i`— � UllCH ' r . RELEASE � ; Description:A Shorter VerS{aR a;l the popular"Top Pull" BOB � ! � I model latch.Shares the same features and is idea?for safety 4' ate 1i]I;P 2 I I u gates around swimming pools and child safety areas.Also ideal mr.i —I so. ���I,I as a e1 g,;e la;cn nor the backyard. lot j4° I,., p 26emm Highly chi!,,resistant,magnetic latching(no mechanical MOUNnNG BRACKETS 2-7/8' i resistance to closure),key lockable for ad'dzd securit);fully . r —1�mm !I I r'•�''i ; adjustable two-part design that provides easy,aCCJiate installation and long-term,reliable performance. Fits most gates and all gate materials.Ideal for gate/fence T T IATEmt I I I I{ heights of 60"(i SOOmm)or above. 1-1/B ADJUSTMENT GKIE/0,Cc GAP 3/F-1.7/16"(9-37mm) I I C h dnSUIt local aUtharitleS for height medSUremellt/tequ{rementS 25mm �28mm STP.IKER g ) --33j8'—a on swimming pool gates. Sbmm , AGNA® >T CH.. -"T6p. Pull"..-,d � code Applications .Blur 1•3/4° MLTPS29CA Swimming Pool 8:Child Safety Gates Black,White �., ?5 In,n _ .. y [ � , t •i �`,. � '0estriptian:-the most popu lar ular iv'lagna-Catch model The he ideci E gateRELEAS faith fcr safety gaffes around swimming pools and child Kass v sale y areas such as childcare centers. i , �(I; Highly child resistant,magnetic latching(no mechanical t,•-q IlI' I resistance closure),key lockable far added securi y full UPPER !I resistant r Y MOU 1 I G _ ' I i� I I adiustable ttuo-part design that provides eas,;accurate 6RACKET installation and Iona term,reliable performance. 20 520mm Ii i I i Fits most gates and all_gate materials.Fiis most gate/fence torrR ,j;?;` I i heights but is ideal for 48"(1200mm)gates/fences,as the latch Mom,w cote (i!II I Can be installed so that the release knob is out of reach or } I"; toddlers. MO1HiNG ; I ?`I i i I . Consult local authorities for height measurement/requirements Pa'= on swimming pool gates. SDmm y4 2=//8.. I I al I _ 1i3I o1 of iI i �tv5tJl�c=17 ill 8 ADJUSTMENT CATCiENCERD 3/8"-13/1S"(9-37mm) 1° I 28c l� STRI(�R _12Smm;�—•3.3/3--i 8bmm :.: LSA: (800).71 b-0888 EU OPE: =31 (0)30 280 7050 ASS s 2AM: i 800 500 203 www.ddtethgloba?.com PROJECT . NAME: 00 ADDRESS: ZZ5 Gh►� � G�1/l✓1 t- PERMIT# 2 O k 1 O l 03 cf PERMIT DATE: 5 I t O l ( LARGE BODED PLANS ARE IN: BOX qz SLOT (2j— Data entered in MAPS program on: BY: �i ER --- 23 & LOT 1 (13 1 Oi AC)BASF.O On AREA FOR PARCEL '_ LXISTtgl, 2PROPOSED M•\\UNi ALL lya lC w ST, 25N TI,-f •.\ _ • UY WtRC ahCHOF _... BUILDING -7: 27.39. 303, (HB DISTRICT) - - u H Pc I I Q AR0- LSE HEAD WIFIES d \PAVEU SURFACES 51 4: 62.UR 507 (GP DISTRICT) LOT 1 TF R AILH EiP IM e m F'RgN E MANN IE ._. I PROPOSED NEW LOTS !n 1.203 ACRES �".�; �,C9 T/ON COVERAGE CORRELATION 2B.8R 'o v - _ _ HADAWAY ROAD - SEWER LINE _ - 'fe V � "NGAS .. NOTE: ti o<+ FOR LOT COVERAGE INFORMAT'CN SEE PLAN TITLED: \ . q v+LEE _ C4, STORAIWATEF MANAGEMENT BY HORSLEY WITTEEN y r °r `Z� �� � ~�'V ,�„\pq/ Locus WtTEF .!NE w— GROUP, INC. DATED SEPTEMBER 2C0' l � , LOCUSMAP W,TER_V4FVE�.. ...-- ), ,•\•� y \ NCT TO 5,A-E E)i_'1!: iPEE I lid �• �.. a .._- _ P —DE __ - I I \•\ �: - - C j �, l�°,J)q�,SS ,. \�\ (!y/ �STq r���, ' PARCEL 23 �Ty ,p PF y ♦\\�, - H NEIc.AP Ef F4F rl CONVERT E%1511Nc I ® 35A 52 11.34t ACRES °\` I',y�/��/ /Gym GB CH DE n cr<L E aouno DRAINAGE arcnBASINs yr ' �• \ FS Ay) TO OVERFLOW SYSTEM `�� ( + WI'H DP:Li HOLE DRWNACE MHS/LF DENOTES MAS 1-',H N;.'.' i SWALE BOUND WITH LEAF:FLLG 111011,110 .— :.... � Cl1RP CUT I / \' ✓oR R I Wi FLUME AND DRIVE 51Y i , BIORETEN➢ON/4 rB r AREA=730-SF 1 11 0.6 • \ ,///��� ` " r PROPOSED j \ \ a I p;9. ' CURD CUT "AP ' 09'20'ly ..{'� /FLUME 744.70' FWND "i. W EXISTING BUILDING `�`• 1. / orr ��. 4.Ld m of II INDOOR Fn0- .T�. + r , / � r + 0-rf'p a° r, P O LL IRO. 41, _ _ .�\ PROPOSED • i = CURB CUTQY6yC 4'S T PROPOSES - / _ W/ w nb yB - i CURB CUT CURB CUT - _'-- -I w/ IsJ I:.L _ I FWro - I BIORTENiION/3 i AREAT780-SF \ , 'ZONING&S ��-REPLICN PARING 6 1 1 ..(+�J 1R1C7 + ''.' f AND OPIVE ,k; 1'1+ -- I[,rn , • < r e. •'.I . 4NiNC B DRPINAGE \ ,11,` 1`�1�1`\`' �' i .. r .r. IAI'N l t C RDr+noR 16 9-A As sRDwR DISTRICT 9.4g. S'NALC I/• l ON WC CWftT P,AN rases-A \ I RC-7 rvBo �_ /- ' I 1 _ DATE DESCRIPTION Drawn hecked \ 4500 W, oC+/ _ +( CUPBOCUDT i AREA-510-S /1 AREA -sF R E V I S 1 0 N S CONVERT IX CB PROPOSED - `- \\ \� Imo, 1 �•` a OTO VERFLOW EN'TION 1. CURB CUT: � .1�II \V. ---ILL - CONCEP TU AL- PLAN YJ NOTES w/FLUME s7H i SITE PLAN'OF*PROPOSED CONDITIONS ' � - PBAkDONE C?IS:INC�? , 1. BUILDING NUMBER: 1225 - - 910AETENnoN III ,} PREPARED FOR w " ` - PROPOSED INLET CAPE XDD R RE ESORT' & .SPA 2. ASSESSOR'S NUMBER: 273-023 S 3. ZONING DISTRICT: B, HB & GP 7 BFNGHMARK ; .`7 330,75I `n Y I k 3 i PROPOSED RECHARGE i. FOR- .1;2 Z5-IYACINOUGNxROAD a, FLOOD HAZARD ZONES: C 'a [ o x /' CHAMBERS sCED STO MA TOP OF CO4'RE7F.E0.'1: \\�\ \, IN ELEvnnoN enr •r I i FOR 26-YR STORM 5. BENCHMARK: AS SHOWN PROPOSED RECHARGE HYANNIP BARNSTABLE CHAMBERS SPED 6. TOPOGRAPHIC INFORMATION BASED ON AN n FOR 25 YR STORM, +PROPOSED / ON THE GROUND INSTRUMENT SURVEY ,r,` ! cuae cuT� SCALE: 1"=40' DATE:SEPT. 1a, 2007 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL 3'FC )eL u'W TO [ o w/FLUME. GEODETIC VERTICAL DATUM. - - _ CHARr.E C qML 5 \ -ca• , 8. REFERENCE: LAND COURT PLAN 31689-A GRAPHIC SCALE I. w hOlmein and mCgrath, Inc. civil engineers and Ion surveyors PLAN BOOK 576, PAGE 40 h. fol gifford street 508 548-3564(PHONE PLAN BOOK 554, PAGE 31 .'a0 20; -o a0 `' i' - \ n f0lmouth, ma. 02540 508 548-9672(FAX) 'ram I 21ORETENTION// 3 7.s 5 PARCEL ES N 9. LOTS ARE LOCATED WITHIN THE GROUND WATER a., ARCA=930-5F'+ N BO.45•00. V, ORES R, LAC CHECKED: PROTECTIONEL OVERLAY DISTRICT. - o 56t A DRAWN: PJ . .3 ( EN FEET = I m,h'=•40 ft. JOB N0: 207118 DWG..NO.:87-3-16 SHEET 2 OF 2 }` RESCOM ur'tec"t a h{ 1 -Inc. Arc - - P.O.BOX 157 MONUMENT BEACH,MA 02553. " PROVIDE 2x10,RAFTER"BLOCKING'• ALUMINUM FLASHING EXISTING�BRICK VENEER WALL 14'-O' "118 WATERHOUSE ROAD.BOURNE;MA 0253E 48'O.C. • LAST TWO BAYS END REGLET INTO EXISTING on CONCRETE FOUNDATION. TYPICAL ROOF FRAMING _ BRICK & SEALANT WALL DO NOT DISTURB • ' Residential & CommereiOl Architecture -2x10 RAFTERS o 16' O.C. -5/8" ZIP SYSTEM ROOF SHEATHING 2x12 LEDGER w/ SIMPSON . - -15 LB. BUILDING FELT STRONG=TIE A35 CONNECTOR Phone(508).759-9828 -ROOF SHINGLES, FASTENED TO MEET 120MPH HIGH �e EACH RAFTER. - ------------ WINDOW (508)759-9802; � EDGE OF EXISTING Fa WINDS ACCORDING.TO MANUFACTURER SPECIFICATIONS - . t+ (---- -CONTACT PERSON CREGORY SIROONIAN. ., INSULATION BAFFLES AS REQUIRED 12 I --- ---------- PROVIDE POSITIVE VENTILATION 4.p FOUNDATION NOTES: I r , CONTRACTOR. R=38'BATT INSULATION I I I . SIMPSON STRONG-TIE H2 - ;VAPOR,BARRIER 1.ALL WORK.SHALL COMPLY WITH ' ' I �6" C NCRETE SLAB w/ 6x6 I - ' CONNECTOR O EACH 2009 IBC& 780 CMR I W1. 1.4 WWM on 6MIL I EXISTING B ICK VENEER WALL EAST COAST CEILING JOIST 2z8 CEILING JOIST O 18' O.C. MASSACHUSETTS STATE BUILDING I I on CONCRETE WALL DON FOUNDATION .COMMERCIAL CONSTRUCTION. CODE AMENDMENTS AND ALL I POL E VAPOR BARRIER TOP PLATE I & B COMPACTED GRAVEL MUNICIPALITY ORDINANCES AND I I WEST WEST CENTER STREET -•• .,t4 _ - - - .- BY-LAWS. I WEST BRIDGEWATER,MASSACHUSETTS', '8' NCRETE FOUNDATION I 'Phone(508)427-6400 ' . 2z4 TOP PLATE 2. CONCRETE SHALL BE MINIMUM I W on 10"DPx24"W I 44 - Fax(508)427-.8600 3.000 PSI AT 28 DAYS OR AS -I CONCRETE FOOTING I c . 3/4" PRESSURE TREATED SHOWN OTHERWISE. . . - PLYWOOD FULL WALL HEIGHT - .I & Ct]LING "3. STEEL REINFORCING SHALL BE I 00 DINATE SLEEVE I -DD PROJECT TYPICAL EXTERIOR WALL ASSEMBLY t ROLLED BILLET STEEL CONFORMING _ I ENT PRIOR TO I' TO ASTM A615 GRADE 60. 'o -2x8 STUDS 18''O.C. w/ BLOC LNG 3=1/2" BATT INSULATION I I . .'P U LNG WALL I m _1/�2" ZIP M WALL SHEATHING 4. CONCRETE SHALL BEAR N I S PRIOR CAPE CORDER - I I G.C. SHALL FIELD VERIFY -EXTERIOR SID NG OVER AIR BARRIER SUITABLE UNDISTURBED EARTH. DO I I 0 REPORT T CONDITIONS S E LAB TO SUMP PR. I F U VERIFY & -R-21 BATT INSULATION &VAPOR BARRIER NOT PLACE CONCRETE IN WATER OR I I TO CONSTR CTION ARCHITECT - RESORT 8L SPA . 2x8 P.T. SILL PLATE - N FROZEN GROUND: o I 10 2251YANN000H ROAD - w/ 5/8" DW ANCHOR - (2)2x4 PRESSURE .. 5. ROUGH OPENING SIZES FOR n I I m I HYANNIS,MASSACHUSETTS TOP OF BOLTS •48' O.C. _ TREATED SILL _ PIPES &VENTS TO BE VERIFIED BY g" I a g• 6' . CONTRACTOR BEFORE POURING ANY I 'CONCRETE WALL CONCRETE, TYPICAL .. - _ - - 6. REST ALL FOOTINGS ON FIRM DRILL& GROUP SOLID NATURAL GRANULAR MATERIAL FREE - I I I - .NEW WALL INTO EXISTING EXISTING CONCRETE FROM TOPSOIL, ORGANICS OR CLAY I I r� I -OUTDOOR POOL #4 BARS • 12" D.C. (204 BARS TOP. w/ #4 BARS FOUNDATION SLAB & HAVING A MINIMUM SOIL BEARING I I .. MIDDLE & BOTTOM FOUNDATION WALL TO REMAIN CAPACITY OF 1 1/2 TONS PER ( I I I PUMP ROOM - R-13 RIGID DO NOT DISTURB OR - _ SQUARE FOOT. MECHANICALLY - INSULATION - UNDERMINE G.C. SHALL VERIFY COMPACT c_UBGRADE BEFORE I 7' 4" _6" 4'-4- #4 BARS O 12. O.C.. . CONCRETE'SIAB WATERPROOFING C9x13 _ REPORT TO ARCHITECT PRIOR -STING CONDITIONS & FORMING FOOTINGS - .- - - - _. ------------------------- JT'O-CNSTRUCTOFI-' 7. GENERAL CONTRACTOR AND I .. . - - POOL CONTRACTOR SHALL VERIFY _ 10" DEEP x 24"WIDE -TOP OF FOUNDATION BASED UPON CONCRETE FOOTING 4• I --, I .. - w 2 4 BARS 1 _ EXISTING GRADES, POOL DECK _ I I COPYRIGHT . _ / ( )$ _ ELEVATIONS AND MINIMUM I I S MP PIT 00 I -THE USER/iA10 DISIDGES IM THE MESSIGI L 6-CONCRETE SLAB w/ 6x6 W1.4/W1.4 WWM ELEVATION FOR PUMP ROOM SLAB. I I' I i I I I STEP TOP.OF 00�ooa c���IS SERVICE BOTTOM OF CONCRETE FOOTING SHALL BE MINIMUM on 6MIL POLYETHYLENE VAPOR BARRIER & 6" - I L_-- _J WALL DOWN 8" PADPERIY of THE ARCHrrECr AND SwL Nor BE MODIFIED, COMPACTED GRAVEL - _ I I tioN�vun�POSES ONLY.�'��TTO Horn . 48' BELOW FINISH GRADE. G.C. SHALL VERIFY Ic H�x16ESS.DmEMND NO DEFEND THE ARMIIECr AGOW . . UMM COORDINATE, SEE FOUNDATION NOTE.#7 - : - L--_-- ----- -----U a�CO515,_��N OF ANY S,AND 10USL RESSM M OR TYPICAL SECTION . 3/8' a 1'-0' M.�rlrb<x. .`�.���1.. y��A N 97 . a a D I I ow R c DL30U MA NAILING SCHEDULE 4.1 FLOOR/CEILING ASSEMBUES(INCLUDING SUPPORTING BEAMS) - (HOLE: WINDOWS r BUILDING DESIGN CRITERIA NOTES: AND DOORS-ASSUME NAILING TABS AT JAMBS AND HEADS,WITH MANUF. FOUNDATION PLAN r ` JOINT DESCRIPTIN NUMBER OF NUMBER OF NAIL SPACING RECOMMENDED HEAD CLEARANCES OF APPROXIMATELY 1/2') - 1/4" 1'-0" COMMON NAILS Box NAILS 780 CMR - 4.1.1 LIVE LOAD DEFLECTION: L/480 UP TO 1/2"MAX - _ THE MASSACHUSETTS STATE BUILDING CODE 4.1.2 TOTAL LOAD DEFLECTION: L/240 UP TO 3/4"MAX. _ DRAYIINGLIIT � ROOF FRAMING STATE BOARD OF BUILDING REGULATIONS & STANDARDS BLOCIONC TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END Seventh Edition of the Massachusetts State Building Code 5.0 MATERIALS:- W . 5.1 FRAMING DIMENSION LUMBER -RIM BOARD TO RAFTER END NAILED 2-16d 3-16d EACH END NOTE - LOAD BEARING DIMENSION LUMBER FOR JOISTS,STUDS PLATES.RAFTERS, HEADERS, .. IT IS THE INTENT TO PROVIDE A CONTINUOUS LOAD PATH, THE BEAMS AND GIRDERS ETC.SHALL CONFORM TO IBC 2009 WITH MASSACHUSETTS p WAIL FRAMING INTERCONNECTION OF ALL FRAMING ELEMENTS IS CRITICAL.TO A" AMENDMENTS AND TO OTHER APPLICABLE STANDARDS OR GRADING RULES AND SHALL - - FLOOR H7L TOP PLATE AT INTERACTIONS FACE NAILED 4-16d S-78d AT JOINTS .WIND-RESISTIVE BUILDING..A CONTINUOUS LOAD PATH OF INTERCONNECTED BE.SO IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN FRAMING ELEMENTS FROM FOOTINGS AND FOUNDATION WALLS TO FLOORS, "APPROVED AGENCY. THE GRADE MARK OR CERTIFICATE SHALL PROVIDE ADEQUATE POOL PUMP ,ROOM - ELEVATIONS STUD TO STUD FACE NAILED 2-led 2-16d 24"O.C. INFORMATION TO DETERMINE Fb, THE ALLOWABLE STRESS IN BENDING, AND E. THE- HEADER TO HEADER FACE NAILED 18d led 16"O.C.ALONG EDGES WALLS. AND ROOF FRAMING STALL BE PROVIDED. MODULUS OF ELASTICITY. - -5.2 ENGINEERED WOOD -FLOOR.FRAMING - ALL BEAMS, HEADERS AND GIRDERS SPECIFIED ON THE PLANS AS LVL BEAMS,OR - JOIST TO SILL TOP PLATE OR GIRDER OE NAILED 4-8d 4-10d PER JOIST - COMPOSITE(BUILT-UP)LVL BEAMS, SHALL BE AS MANUFACTURED BY TRUS JOIST - - MACMILLAN OR APPROVED EQUAL ALL SPANS, LOAD CAPACITIES,BEARING CONDIRONS BLOCKING TO JOIST(TOE NAILED) 2-Bd 2-10d EACH END STRUCTURAL DESIGN CRITERIA AND FASTENING SCHEDULES SHALL BE AS REQUIRED BY THE MANUFACTURER. i �r-'�--.---- .�--I REVISIONS BLOCKING TO SILL OR TOP PLATE OE NAILED 3-16d 4-16d EACH BLOCK - LEDGER STRIP TO BEAD OR GIRDER FACE NAILED 3-16d 4-16d EACH JOIST 1-6 DESIGN CRITERIA: 6.0 INST I I AEON STANDARDS NO DATE DESCRIPTION THE FOLLOWING OUTUNES MINIMUM PERFORMANCE STANDARDS FOR THE .PROVIDE CONTINUOUS LOAD PATH BETWEEN FOOTINGS. FOUNDATION WALLS,FLOORS, JOIST ON LEDGER i0 BEAM (TOE NAILED) 3-8d 3-10d PER JOIST PROJECT AND.THE BASIS UPON WHICH SHOP DRAWINGS(IF ANY)WILL BE STUDS AND ROOF FRAMING.' - I 4 BAND JOIST TO JOIST END NAILED - 3-18d 4-16d - PER JOIST REVIEWED. 6.1 FRAMING SYSTEM:' WESTERN PLATFORM - I BAND TO JOIST TO SILL OR TOP PLATE E NAILED 2-16d' 3-16d. PER FOOT '1.1 TYPICAL ALTERNATE STANDARDS(FOR REQUIREMENTS NOT OTHERWISE 6.2 WOOD POSTS AND JACKS SUPPORTING WOOD FRAMING - INDICATED IN THIS SPECIFICATION OR RELATED DRAWINGS): APPLICABLE 6.2.1 WITHIN 2 X 4 WALL FRAMING: 4 X 4'MIN I I ROOF SHEATHING 'BUILDING CODE(INCLUDING INDUSTRY STANDARDS REFERENCED THERE-IN)OR 6.2.2 WITHIN 2 X 6 WALL FRAMING 4 X 6, OR 6 X 6(REFER TO PLANS) P RE EVER IS THE. 6.2.3 ALL WOOD POSTS SHALL BE CONNECTED TO THE WOOD FRAMING AT TOP WITH 'ice fI'--•--F'' I . WOOD STRUCTURAL PANELS PRODUCT MANUFACTURER'S RECOMMENDED STANDARD, WHICHEVER 00 RAFTERS OR TRUSSES SPACED UP TO Is-o.C.' 8d tad 6"EDGE/8'FIELD MORE STRINGENT FOR A PARTICULAR ITEM OR.CONDITION.. METAL POST CAP.AG OR A.C.E. BY SIMPSON. RAFTERS OR TRUSSES SPACED OVER 18"-O.C. 8d 10d 4"EDGE 4"FIELD 20 DEAD LOADS: 6.38.3.1LBASE UMNS(BASEMENT SPRRNGFlEID BEARING PLA EXTERIOR TES WELDED TOYCO MAINS .GABLE ENDWALL RAKE OR RAKE TRUSS 2.1 STRUCTURAL SHEATHING: - 6.3.2.CAPS(CONNECTING COLUMNS TO WOOD FRAMING): -SPRINGFIELD BEARING w/o CABLE OVERHANG 8d 1Od - 6-EDGE/6"FIELD 2.1.1 FLOORS: 3/4"MIN. THICK, T&G,-COX PLY. PLATES OR SIMPSON 'CC'TYPE COLUMN CAPS - GABLE ENDWALL RAKE OR RAKE TRUSS 2.1.2 EXTERIOR WALLS: 1/2'.MIN. EXTERIOR PLYWOOD 6.4 ANCHORS,CONNECTORS AND HANGERS .� w/STRUCTURAL OUTLOOKERS 8d tad - 6"EDGE/-6"FIELD 2.1.3 ROOFS: 5/8'MIN. EXTERIOR PLYWOOD 6.4.1 SZE. CONFIGURATION,LOCATIN AND QUANTITIES TO MEET WIND, EARTHQUAKE. 1 , 'GABLE ENDWALL RAKE OR RAKE TRUSS 2.2 FINISHES: (THE FOLLOWING REPRESENTS STRUCTURAL DESIGN CRITERIA; AND GRAVITY LOADS. - - - +. w/LOOKOUT BLOCKS 8d tad 4'EDGE/4"FIELD .NOT,FINISH SPECIFICATIONS) 6.4.2 JOIST HANGERS. TOP.FLANGE TYPE(UNLESS NOT FEASIBLE)SHALL BE USED _ _ AS REQUIRED,.HANGERS SHALL BE"18 GA MIN. WITH ALL L_-w '1 PRQECT NO ROOMS AND KITCHEN AREAS. AT ALL CONNECTIONS Q - {{ SUM FLOOR FINISHES AT ENTRIES.BATH HOLD FILLED WITH REQUIRED FASTENERS CEILING SHEATHING ASSUME THIN-SET.CERAMIC TILE OVER 1/2"CEMENT FIBER BOARD "6.5 WALL FRAMING ALL EXTERIOR WALLS SHALL BE 2x4OR 2x8(AS;INDICATED N I " ;• GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE 10"FIELD UNDERLAYMENT. ' - 2.2.2 FLOOR FINISHES AT OTHER HABITABLE AREAS: ASSUME 3/4" :PLANS) - - WALL SHEATHING .. HARDWOOD FLOORS. .. I DATE OF ISSUE W RDW WALL FINISHES.* ASSUME CERAMIC TILE WITH 1/2'CEMENT FIBER 6.5.1 EXTERIOR WALL SHEATHING SHALL BE FASTENED WITH (SEE SCHEDULE& I - 02-24-11 WOOD STRUCTURAL PANES - BOARD BACKER AT TUB AND SHOWERS; 1/2"BLUEHOARD AND PLASTER ALL DETAILS)O INTERIOR SUPPORTS.UNLESS OTHERWISE NOTED N PLANS(U.O.N.). L, STUDS SPACED UP TO 24"O.C. 8d lad 8'EDGE/ 12'FIELD OTHER LOCATIONS. 6.5.2 Zx4 INTERIOR STUD BEARING WALLS SHALL BE 2 X 4 STUDS AT 16"O.C. WITH DRAWN BY: CHEQpQ;1D BY: 1/2"AND 25 3Y FIBERBOARD PANELS 8d --- 3"EDGE 6"FIELD 2.2.4.CEIUNG FINISHES ASSUME 1/2"BLUEBOARD AND PLASTER BLOCKING AT MID HEIGHT FOR WALLS'OVIR 9 FEETHIGH• AND METAL X-BRACING. : If 1/2-GYPSUM WALLBOARD ` 5d COOLERS --- 7"EDGE 10'FIELD 2.2.5 ROOF FINISHES: ASSUME HEAVY DUTY. ARCHITECTURAL GRADE (SIMPSON,STRONG TIE TYPE WB)U.O.N. ASPHALT SHINGLES -6.6 FLOOR AND CEILING FRAMING(UNLESS NOTED OTHERWISE ON ATTACHED � "� � � � � DRAWING NUMBER , FLOOR SHEATHING 2.3 MAXIMUM DEAD LOAD OF 10 P.SF., DRAWINGS): DIMENSION LUMBER.. �' WOOD STRUCTURAL PANELS DRAWINGS): PROVIDE DOUBLE JOISTS BENEATH ALL BEARING PARTITIONS AND AT ALL � • ,. _J 1"OR LESS 8d 10d 8'EDGE/ 12'FIELD, 3.0 LIVE OR L ROUGH OPENINGS. GREATER THAN 1' .10d led 6"EDGE/6"FIELD 3.1 FLOOR LOAD ROCS IBC TABLE 1607.1 6.6.2 PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS RUNNING I - 'r� _ --J• 3,2 SNOW LOAD 780 CMR'TABLE 1604.11 BARNSTABLE.35 PSF PERPENDICULAR TO WALL AND BETWEEN JOISTS TO EITHER SIDE OF PARTITIONS AO 3.2 WIND LOAD 700 CMR TABLE 1604.11 BARNSTABLE, 120 MPH `RUNNING.PARALLEL TO FRAMING. - J NOTE -- L�g I. I NAILS 6F'EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPEGFlmX COMMON NAIL MAY ... 6.6.4 PLYWOOD SUBYLOORGSHALL;BE GLUED AND NAILED WITH BD NAILS AT 10'O.C. '-ti= J . KEY PLAN BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. - TO INTERMEDIATE SUPPORTS AND BD NAILS AT8'O.C.TO PANEL EDGE SUPPORTS. - N.T.S. RESCOM EXISTING BRICK VENEER WALL on CONCRETE FOUNDATION —� GENERAL REQUIREMENTS: _ WALL DO NOT DISTURB - Architectural, Inc. 151 EXISTING BRICK VENEER WALL on CONCRETE FOUNDATION , - - t' ALL DIMENSIONS ARE To FACE OF P.O.80x 157 MONUMENT BEACH,MA 02553 WALL DO NO1'DISTURB 1z8 FASCIA w/ STUD UNLESS INDICATED OTHERWISE. n6 wATERHousE Roan,BOURNE,MA 02532 �-VENT,VERIFY w/ EQUIPMENT NEW ALUMINUM FLASHING CUT. tz4• FASCIA TRIM -- VENT, VERIFY w/ EQUIPMENT 2 ALL EXTERIOR WALL FRAMING Residential & Commercial 'INTO EXISTING BRICK VENEER SHALL BE 2x6 CONSTRUCTION UNLESS Architecture OTHERWISE NOTED. , tx8 RAKE w/ 1z8 RAKE w/ - - I .Phone(508)759-9828 ' lx4 RAKE TRIM 1x4 RAKE TRIM 12 3 ALL WORK SHALL COMPLY WITH LOUVER .. 4 v IBC DING WITH AMENDMENTSMASSACHUSETTS STATE _ FOz(508)759-9802 ALUMINUM CAP ALUMINUM CAP . 1 -ALUMINUM CAP BUILDING CODE AMENDMENTS AND ALL.. FLASHING FLASHING ���III FLASHING BY-LAMUNICIP ORDINANCES AND CONTACT PERSON litElXIRK SROORIAN BY-LAWS. TOP PLATE - TOP PLATE - - - - - - .MATERIALS S.4 ALL HKMANSHIP HALL MEET RDEXCEEDNG RECOGNIZED INDUSTRY STANDARDS CONTRACTOR ., Till SIDING Till SIDING - 1 NEW ALUMINUM FLASHING FOR EACH APPLICABLE TRADE. VENT, VERIFY.w/ t 1 BLEND INTO EXITING FLASHING, EAST COAST PANTED PANTED \ HOLLOW EQUIPMENT \ METAL DOOR 1 & ROOFING 5 REFER TO OTHER DRAWINGS AS COMMERCIAL CONSTRUCTION \ - PART OF THIS SET FOR MORE o 1x8 1x8 & FRAME w T1Y1 SIDING _ , o \ / C DETAILED REQUIREMENTS REGARDING WEST WEST ATE RR STREET CORNERBOARD I CORNERBOARD \ 1x4.CASING _ PANTED p BUILDING MATERIALS, FOUNDATIONS WEST BRIDGEWA7ER,MASSACHU$ETTS• Phone(508)427-6400 ..io °D AND DESIGN CRITERIA. 1x8 CORNERBOARD 5 S Fax(508),427-8800 .TOP OF TOP OFCON RE'TE WALL - CONCRETE WALL - - - - - - PRQECT . . .— - F FOUNDATION - ��FOUNDATION .. G 5-0� CAPE COMER: LANDIN I I CONCRETE SLAB ---=--=---------=-�� - CONCRErEsLAB --- - _ ---1 �rj------ -----� - _ RESORT & SPA L------------------J' L-------------------1 I---------------j. 12251YANNOUGHROAD HYANNIS,MASSACHUSETTS LEFT SIDE ELEVATION RIGHT SIDE ELEVATION i REAR ELEVATION OUTDOOR POOL. PUMP ROOM 14'-0" COPYRIGHT AFtCKffECrS IrEX.ITI VENT. VERIFY - .NEW ALUMINUM FLASHING - - �����OF° �Mw/ EQUIPMENT REGLET INTO EXISTING BRICK PROPERTY OFHE ARC INANAND ARE B/CONMON COPMOHT.TIE DOCUMENT IS THE VENEER & SEAL - - WMRN O,OR URPOSEDI ANY WAY.S E FREES TDHARMLESS.I AND PURPOSES ONLY.TIE THEIR ADRES iA HOLD HMW65.INDEMIMFY MID DEiFND 7HE ARCIIIIECf AOAWSf.BRICK VENEER WINDOW D0 - EDGE OF IXI NG WINDOW EM. 1''�LossEs.INCILDINo URB .—. .—.—. .—. —. .—. DEEEE cosls,�waswO•our-oPxANr Est:.REEF a+a j+ n n SHINGLES --_.—. -VE - -- �°CIA — - 2x6 WALL on B" CONCRETE IXISIING RICK VENE_ - - — FOUNDATION WALL. SEE �? FOUNDATION NOTE �7 SHEET AO W L DO NOT FOUND A ON G•. z f� L9� f ,i z WALL DO NOT DISTURB •,� �� ALUMINUM GUTTER & 1z .. ',:.,.. TO DRAINAGE CO SYSTEM 1z ®® _ TO SUMP PIT SLOPE * ./.., . o DRANING 11TlET"+�' 31 LIGHT FIXTURE on lx10 ®® ROVIDE SMOKE DETECTORS. .0. BLOCKSTANDARDTCH BUILDING ILL . TOP 0 MS. ETC. &TIE INTO FLOOR PLAN, TOP 0 W ISTING BUILDING SYSTEMS . - - - - — G.C. s FIELD VERIFY ELEVATIONS& FOUNDATION CONDITIONS & REPORT ARCHITECT PRIOR DETAILS .., 6'-11• 8'-1• B'-.1• 6'-11" o TO CON LOTION CONCRETE SLAB _ _ �I--- REVISIONS ---------------------------------- J - . - NO DATE DESCRIPTION FRONT ELEVATION " TOP HORIZONTAL 3".O.C. STAGGERED COIL NAILS DIAM - BMC 8dRHD 2-3/8" n . 3•x3•xl/4•PLATE s/3•LONE ER LONG x .09OGA c WASHER HOOK ANCHOR BOTLS SUMP VERIFY SIZE 2x6 P.T. SEE NOTES FOR SILL PLATE ANCHOR BOLT _ FIELD 6" O.C.-COIL w/ EQUIPMENT DOWN I �j SPACING NAILS - BMC 8dRHD —#?�• H2(MIRRORED) 2x FLDOR/CEILING JOIST _ 2-3/8" LONG x .090GA o _4,-2 E - 2x RAFTERS 7•-MINIMUM < IMBEDDED IN VERTICAL EDGE 3" O.C. PROJECT NO. SIMPSON STRONG-TIE �—COIL NAILS - BMC 8dRHD it H2.5 JOIST/PtATE FROM2 END _ NCR . 2-3/8" LONG x .09OGA DAIS OF ISSUE CONNECIST OF PLATES. - 02-24-11 3-Ox7-O HOLLOW METAL DOOR & SIMPSON STRONG-TTE H2 _ BOTTOM HORIZONTAL 3• BUILMDING STANDARD DRAIN BY:- CHECKED BY: RAFIER/Pu7E/sruD O.C. STAGGERED COIL CO. 'E N FACH RAFTER NAILS - BMC BdRHD 2-3/8" LONG.x .090GA STOOP &CONCRETE FROOSSTCUT FLUSH . .. ORANINC NUYBFR - COORDINATE w/ (2)2x TOP PLATE EXISTING WALKS CONCRETE FOUNMRON 2z STUD CALL�E FOU ANCHOR BOLTS to'-4" 3M.0. ,6 _ Al RAFTER/PLATE/STUD DETAIL ANCHOR BOLT DETAIL. EXTERIOR WALL SHEATHING ATTACHMENT. FLOOR PLAN