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' .' ,,.,, . ....7... . , .., t,•. ,, ,, , . . . . , •. , .... - . .. . , . • . . _ ;, . ,• 42 , . , • - .• .... .. .,.............,...._ , . ..-.,. .., .-- ' • '. . " •.- • . • _ . '. . - . . ., -, - - - '" c 0.IHE To,,1Town of Barnstable x ,,:,,, 1, Regulatory Services II! '"R"sr"B`E' ' Thomas F. Geiler,Director 9 Mass. /� �ArFp p�tlA 1639. �e Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 24 February 24, 2004 Mr. Albert R. Lamb Rick Lamb Associates 33 Athens Street Cambridge, MA 02138 n Re: Woolf-Nill Residence, Barnstable MA Dear Sir, In reviewing your plan for the instillation of a Spa/Pool at the above location for which a permit was issued# (71592)based on your request for a Spa of 7 Diameter in ground. Based on July your detail sheet SD-6 of 8 2003, your water level exceeds 24" so therefore the Spa has to be considered a pool as per. 421.2 Definitions of 780 CMR(Private swimming pool: and in doing so requires it to be enclosed with proper safety Barrier. Please submit your proposal to bring this"Spa"into compliance ,prior to allowing water into structure now in field as soon as possible . Thank You for dealing with this matter. a//4://4 ./i ,, William G. Kelly Local Inspector February 26, 2004 Inspector William Kelly, Ins 11 a Y p Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 Re: Woolf-Nill Residence, Barnstable • Dear Mr. Kelly: We are in receipt of your February 24 letter. We were under the impression that if a spa has a lockable cover, the fenced enclosure was not necessary. I will visit the site with the next few days and recommend to our clients and to your department the location for the enclosure and its design. With your approval of that proposal, we will take the proposal to the historic district for their acceptance. We will instruct the spa contractors not to fill the spa until the appropriate permits are obtained. Sincerely, g4.64AA* ‘CI Rick Lamb Cc: Woolf - Nill Rick Lamb Associates Design Landscape Architecture 33 Athens Street Cambridge Massachusetts 02138 Telephone 617 868 1939 Fax 617 354 3387 RLAMBASSOC@aol.com 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS SPECIAL USE AND OCCUPANCY 421.1 General: Swimming and bathing pools shall Public outdoor,inground swimming pool:Any conform to the requirements of 780 CMR 421.0 swimming pool which is used,or intended to be provided that 780 CMR 421.0 shall not be applicable used,for swimming or recreational bathing by to any such pool less than 24 inches(610 mm)deep the general public Refer to M.G.L c.140,§206 or having a surface area less than 250 square feet for requirements pertaining to public or semi- (23.25 m2),except where such pools are permanently public, outdoor, inground swimming pool equipped with a water-recirculating system or enclosures, safety equipment, inspection, and involve structural materials. For the purposes of penalties for violations. 780 CMR,pools are classified as private swimming Public swimming pool, outdoor: Any public pools, public swimming pools or semi-public swimming pool that is not defined as an outdoor, swimming pools, as defined in 780 CMR 421.2. inground swimming pool. Materials and constructions used in swimming pools Semi-public outdoor,inground swimming pool: shall comply with the applicable requirements of (as defined by M.G.L c. 140, § 206) any 780 CMR. swimming or wading pool on the premises of or used in connection with, a hotel, motel, trailer 421.2 Definitions: The following words and terms court, apartment house, country club, youth shall, for the purposes of 780 CMR 421.0 and as club, school, camp, or similar establishment used elsewhere in 780 CMR, have the meanings where the primary purpose of the establishment shown herein. is not the operation of the swimming facilities. Semi-public outdoor,inground swimming pool shall also mean a pool constructed and Pools,swimming,hot tubs and spas Above-ground/on-ground pool:See definition of maintained by groups for the purposes of private swimming pool. providing bathing facilities for members and Barrier: A fence, a wall, a building wall or a quests only. Refer to M.G.L c. 140, §206 for combination thereof which completely surrounds requirements pertaining to public or semi-public, the swimming pool and obstructs access to the outdoor, inground swimming pool enclosures, swimming pool. (Refer to M.G.L. c.140,§206 safety equipment,inspection, and penalties for for required enclosure of public or semi-public, violations. outdoor,inground swimming pools.) Semi-public swimming pool,outdoor: Any semi- Hot tub(special purpose pool):A unit designed public swimming pool that is not defined as a for recreational and therapeutic use which is. semi-public outdoor,inground swimming pool. shallow indepth and notmeantfor swimming Spa:See definition of private swimmingpool. to s mmt or Pg diving. These pools are not drained,cleaned or Wading Pool:Aa pool of water in a basin having refilled for each user. It may include,but not be a maximum depth of less than two feet intended limited to hydrojet circulation, hot water, cold chiefly as a wading place for children. It does water mineral baths,air induction bubbles,or any not include any residential pool as herein combination thereof. Industry terminology for defined such a pool includes but is not limited to, therapeutic pool, hydrotherapy pool, whirlpool, 4213 Permits and construction documents: A hot spa,hot tubs,float tanks,etc. This standard swimming pool or appurtenances thereto shall not be excludes residential units and facilities used or constructed, installed, enlarged or altered until under the direct supervision and control of construction documents have been submitted and a licensed medical personnel. permit has been obtained from the code official. The In-ground pool: See definition of private approval of all city, county and state authorities swimming pool. having jurisdiction over swimming pools shall be Private swimming pool: Any structure that 'obtained before applying to the code official for a contains water over 24 inches(610 mm)in depth 'Permit Certified copies of these approvals shall be and which is used, or intended to be used, for filed as part of the supporting data for the permit swimming or recreational bathing in connection application. with an occupancy in Use Group R-3 or R-4 and 4213.1 Construction documents:Construction which is available only to the family and guests of documents shall accurately show dimensions and the householder. This includes in-ground,above- construction of the pool and appurtenances and ground and on-ground swimming pools,hot tubs i properly established distances to lot lines, and spas. ,) buildings,walks and fences,as well as details of Private swimming pool, indoor: Any private the water supply system, drainage and water swimming pool that is totally contained within a disposal systems,and all appurtenances pertaining private structure and surrounded on all four sides to the swimming pool. Detailed construction by walls of said structure. _ documents of structures, vertical elevations and Private swimming pool, outdoor: Any private sections through the pool showing depth shall be swimming pool that is not an indoor pool. included. 1-,/1 n/09 /C Cl,..:....o/7o/OT 'loll(`p.iD C:...k C.7C..__ on 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS SPECIAL USE AND OCCUPANCY . measured on the side of the barrier which faces 421.9 Enclosures for outdoor,inground public and away from the swimming pool. The maximum semi-public swimming pools: Outdoor,inground vertical clearance between finished ground public and semi-public swimming pools shall be level and the barrier shall be two inches (51 provided with an enclosure in accordance with mm)measured on the side of the barrier which M.G.L.c.140,§206. • faces away from the swimming pool. Where • the top of the pool structure is above finished 421.9.1 Enclosure for public and semi-public ground level, such as an above-ground pool, outdoor,inground swimming pools:Every public the barrier shall be at finished ground level, and semi-public outdoor, inground swimming be mounted such as the pool structure,or shall pool shall be enclosed byafence si x feet in f on top of the pool structure. Where the barrier height and firmly secured at ground level is mounted on top of the pool structure, the provided that any board or stockade fence or maximum vertical clearance between the top of structure shall be at least five feet in height,but the pool structure and the bottom of the barrier if over five feet in height, the fence shall be • shall be four inches(102 mm). chain link. Such enclosure, including gates 2. Openings in the barrier shall not allow therein,shall not be less than six feet above the passage of a four-inch (102 mm) diameter ground,and any gate shall be self-latching with sphere. latches placed four feet above the ground or 3. Solid barriers shall not contain indentations otherwise made inaccessible from the outside to or protrusions except for normal construction children up to eight years of age. Such tolerances and tooled masonry joints. enclosure shall be constructed of such material 4 Where the barrier is composed of and maintained so as not to permit any opening horizontal and vertical members and the in said enclosure,other than a gate,wider than distance between the tops of the horizontal three inches at any point along the enclosure. members is less than 45 inches(1143 mm),the Anysuch pool shall be equipped with at least located on the u hook. horizontal members shall be one life and rescue ring swimming pool side of the fence. Spacing 421.9.1.1 Enclosure for all other public and between vertical members shall not exceed 1% semi-public swimmingpools: The enclosure Decorative cutouts P inches(44 mm)in width. shall extend not less than four feet(1219 mm) shall not exceed 1%inches(44 mm)in width. above the ground All gates shall be self- 5. Where the barrier is composed of closing and self-latching_with latches placed horizontal and vertical members and the at least four feet (1219 mm) above the distance between the tops of the horizontal ground members is 45 inches (1143 mm) or more, 421.9.2 Construction of enclosure for all other spacing between vertical members shall not public and semi-public swimming pools: exceed four inches (102 mm). Decorative Enclosure fences shall be constructed so as to cutouts shall not exceed 1' inches(44 mm)in prohibit the passage of a sphere larger than four width. inches(102 mm)in diameter through any opening 6. Maximum mesh size for chain link fences or under the fence. Fences shall be designed to shall be a 1%-inch(32 mm)square unless the withstand a horizontal concentrated load of 200 fence is provided with slats fastened at the top pounds (91 kg) applied on a one-square-foot or the bottom which reduce the openings to not (0.093 m2)area at any point of the fence. more than 1%-inches(44 mm) . 7. Where the barrier is composed of diagonal 421.10 Enclosures for private swimming pools, s members,such as a lattice fence,the maximum spas and hot tubs: In lieu of any zoning laws or opening formed by the diagonal members shall ordinances to the contrary,private swimming pools, be not more than finches(44 mm). spas and hot tubs shall be enclosed in accordance 8. Access gates shall comply with the with 780 CMR 421.10.1 through 421.10.4 or by other requirements of 780 CMR 421.10.1 items 1 approved barriers. through 7, and shall_ be equipped to 421.10.1 Outdoor private swimming pool:An accommodate a locking device. Pedestrian outdoor private swimming pool,including an in- access gates shall open outwards away from ground,above ground or on-ground pool,hot tub the pool and shall be self-closing and have a • or spa shall be provided with a barrier which shall self-latching device. Gates other than comply with the following. pedestrian access gates shall have a self- 1 1. The top of the barrier shall be at least 48 latching device. Where the release mechanism inches(1219 mm)above finished ground level of the self-latching device is located less than .2...._- -..i _ 12/12/97 (Effective 8/28/97) 780 CMR-Sixth Edition 91 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 54 inches(1372 mm)from the bottom of the gate: private pools. (a) the release mechanism shall be located on the The maximum slope permitted between point D2 pool side of the gate at least three inches(76 mm) and the transition point shall not exceed one unit below the top of the gate;and(b)the gate and barrier vertical to three units horizontal(1:3)in private and • shall not have an opening greater than t/ inch(13 public pools. Di is the point directly under the end mm) within 18 inches (457 mm) of the release of the diving boards. D2 is the point at which the mechanism. floor begins to slope upwards to the transition point. . 9. Where a wall of a dwelling serves as part of See Figure 421.11. the barrier,one of the following shall apply: 9.1. All doors with direct access to the pool Figure 421.11 throw h that wall shall be equipped with an MINIMUM WATER DEPTHS AND g whichproduces an audible warningDISTANCES BASED ON BOARD HEIGHT alarm to when the door and its screen,if present,are FOR ALL PUBLIC,SEMI PUBLIC AND opened. The audible warning shall PRIVATE POOLS commence not more than seven seconds after the door and screen door,if present,are TYPICAL POSMON OF TIP opened and shall sound continuously for a OF BOARD RELATIVE TO PT. A minimum of 30 seconds. The alarm shall J WATER LINE have aminimum sound pressure rating of 85 S dBA at ten feet(3048 mm)and the sound of PT. A PT. B PT. C PT. D the alarm shall be distinctive from other Is pi household sounds such as smoke alarms, telephones and door bells. The alarm shall __________ _ TRANSMON POINT automatically reset under all conditions. The alarm shall be equipped with manual Di 02 means, such as touchpads or switches, to deactivate temporarily the alarm for a single opening from either direction. Such Table 421.1 1(1) . deactivation shall last for not more than 15 MINIMUM WATER DEPTHS AND seconds. The deactivation touchpads or DISTANCES BASED ON BOARD 1 switches shall be located at least 54 inches HEIGHT FOR ALL PUBLIC POOLS (1372 mm)above the_threshold of the door. Minimum depths at Distancea Minimum 9.2. The pool shall be equipped with an Board height D1 directly under between deptha at approved power safety cover. end of board Di and D,_ D, 10. Where an above-ground pool structure is 2'2"(�a meter) 7'0" 8'0" 8'6" used as a barrier or where the barrier is mounted on top of the pool structure,and the 2'6"(3/4 meter) 7"6" 9'0" 91)" means of access is a fixed or removable ladder 1 meter 8'6" 10'0' 10'0" or steps,the ladder or steps shall be surrounded. 3 meter 11'0" 10'0" 12'0" . by a barrier which meets the requirements of Note a. I foot=304.8 mm. 780 CMR 421.10.1 items 1 through 9. A re- movable ladder shall not constitute an accept- Table 421.11(2) able alternative to enclosure requirements. MINIMUM WATER DEPTHS AND DISTANCES BASED ON BOARD HEIGHT 421.10.2 Indoor private swimming pool: All FOR PRIVATE POOLS walls surrounding an indoor private swimming • pool shall comply with 780 CMR 421.10.1,item Minimum Distancea Board height depth at D1 between D Minimum 9. directly under and D2 1 depth at D2 421.10.3 Prohibited locations: Barriers shall be end of board . located so as to prohibit permanent structures, 1'8"(1/2 meter) 6'0" 7'0" 7'6" equipment or similar objects from being used to 2'2"(213 meter) 6'10" 7'6" 8'0" • climb the barriers. 2'6"(1.meter) 7'5" 8'0" 8'0" 421.10.4 Exemptions: The following shall be, 3'4"(1 meter) 8'6" 9'0" 9'0" exempt from the provisions of 780 CMR 421.0.r Note a. 1 foot=304.8 mm. 1. A spa or hot tub with an approved safety_ t cover. 780 CMR 422.0 EXISTING BUILDINGS 2. Fixtures which are drained after each use. 1 422.1 Existing Buildings:See 780 CMR 34. c— /.. 421.11 Diving boards:Minimum water depths and 422.2 Places of assembly V distances for diving hoppers for pools, based on 422.2.1 Change of use:An existing building or board height above water,shall comply with Table structure or part thereof shall not be altered or 421.11(1)for public pools and Table 421.11 (2)for 92 780 CMR-Sixth Edition 11/27/98 , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION / J / �i�� �j / t AID Map 1v'0/�0_ I�Parcel 1-77 Permit# ` g Health Division -- --- "3�4 it� 3 `- f B to Issued '/i /a 3 Conservation Division 81 II/b } r -' t PH I: 2 pplication Fee "' ' Tax Collector 1/0Permit Fee :cdonit:puis', Treasurer w%li'�' — Planning Dept. IA -if-VA .. -13�,��;..1 - S,r,9 ue,% c,•.-4 I�r�TALLEMT se Date Definitive Plan Approved by Planning Board � 2 ENV VVITH TITLE 5 �,� tip-. ►�OCvt� 1=1�lTAL C® Historic-OKH Ii•k, tr4 V'S'°Preservation/H annis K. •`S' 'WizJ E ANt y �tGULA'SIC.^. Project Street Address �✓t ttAf i l (Alit., Village ?'k fl , Owner sTrr 'N) u• NI IA_-- Address W PIA NTV►I -{7. a+-APPUI MA' Dzl Telephone Permit Request 1O 3Y 1T f I". (H ORiviThim / Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District nn�� Flood Plain Groundwater Overlay Project Valuation �Cll Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 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 0 No • Detached garage:0 existing ❑new size Pool: ❑existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:❑existing 0 new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use GV'VY) (O Un1l itz,l BUILDER INFORMATION Name SIT)v1 �r ,, Telephone Number 10b eel64e.0 Address - C) NON 5 License# n 60 I V v 1 i /95' 0 it Cil Home Improvement Contractor# 1• f 7'7i/ Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO t Ct�11(aall*/ ► 40:1''71 SIGNATUR DATE e.� -0- . aA .r_64-1' ,esdAT -. GA )) Uw . • . • FOR OFFICIAL USE ONLY . 4 .. ... .. :t , PERMIT-NO. . _.... .. ..t DATE ISSUED _ __ _ ._ '• 4 - '...'., MAP . -/PARCEL NO. - .. - • - _ , . • , _, . / = . • , ' , • . . . , . ..-- . ADDRESS - '' 'VILLAGE •--V r OWNER - _ - .• _ • -, . . . -•. . • . _ . , • - • . . DATE OF INSPECTION: ' . . - , . .. , FOUNDATION 6..K OP( g&kw" )1.1/0/103 . FRAME _ . • ., • . • INSULATION - ,•FIREPLACE V , I --, ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL ._ GAS: ROUGH FINAL ' ...,-,- FINAL BUILDING -- . • . . . . , . ... ,• DATE CLOSED OUT __ _ASSOCIATION PLAN NO. ..- . - .-- - - , .., ....i • V• Vo• Town of Barnstable Regulatory Services B LE, Thomas F.Geiler,Director Building Division pIFD MA'S�' Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 • Property Owner Must • Complete and Sign This Section If Using A Builder • I, "milliOn J u/ , as Owner of the subject ro P pertY... hereby authorize AL1r> I n to act on my behalf, • in all matters relative to work authorized by this building permit application for: ' tekir � (Address of Job) Signature oft . .er Date sr � 3: MiL Print Name • • Q:FORMS:OWNERPERMISSION 80ytaw PROF 7NE Tp�� The Town of Barnstable ' ink' sIZC.f, `• Department of Health Safety and Environmental Services BAR`1STABLE. MASS. a 9Q 0 "Pe MPS' Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice j Type of Inspection f,''AM I.- Location lag H,'+tA4 hraA /t, Permit Number Owner Builder 7 9foil, One notice to remain on job site, one notice on file in Building Department. The following items need correcting: C Poe , i Ms, o4ve D® ,® ' v u7' Qx 4 2) C,e g 7 1.aq of'ive o Fail Ct/L Si bid-e,e mic-ts✓i-t fi-4)Ft, (a) - -• r L ® C r8." ,C. 7"0, kv fpn,01,il tv.9t,e EYTRA ii, iv-eepcv ! ,/6 (5) ;-„ -- eX. pep; > ta) B44 P R4 E 'r $1or4. p izI tit''12 i/)/20vc riae//z ,Thh 47-5 . . . . 7) 0 itip- g. rim 4 TA/51/09-7/,a/LI 4' Ala if/e > Aldirlee,:itati7PeT7' 41 --is-6 ( ) 5'e!9-L e/?i c 4 g 84-6",e eA.--I c 09 B 10 C ) 6gr9M Pacg TS' 'Wit/ e Tt9p ,wa�o A 1#M'j / ec7 r -4, (10) 1-Nh,c v ivo p Ia gi . s 17 1' A c 4/07 ief Please call: 508-862-4038 for re-inspection. . � / ,4f Fyn P C ,1 A Inspected by 6,!..i e C u 7%/ Ro tia H l'c®o1 Y af151 Date 57e?'S , r c1 r ir-prk,ely\ vtA .1L- , • . . __ ....... ,,, ,.. 1.. t 4— -:1-orA-745D #1 ,ii ... .•. .ici. .1 % i iprreir- - . _ r-Ti . r--.-. _ i 1.--ot-4-A--.;.:1...:.. .. . .. 1 .-_, _\_0 , . --7) 1 ., '.. , . . . • . w-!..-14/1,r) . __A- , -_-_--74v : .. . . . • ._, • . ..,__ ..al, — I! ..4*t, 1- 2.11 A.-IPONt-0 • kk 71111 6?17r ) l'', /,,,> •1., ( iii4 , . 1 ‘! Mi 9 1 P41 .StiOfj • r 7,.-"---t.-•''' ,.' 4 - ' • I 11 ' .. A • - 1'1 61 - :. 1 ' • WA. - . - ,,,, 4 . - -1- -- —imp' 11-10.Vi:r1 epA ....-_:1 \\ _,_:_. F \ . ..._ -----Ivntrio,... ,. \ i . . , 7 :: _-_-_-_-_712.14: - • izik, .„ . . . , ... . ... , SD 5 Spa Location • . - • Woolf/ Nill Residence —Harris Meadow Lane, Barnstable, ,A Rick Lamb Associates Landscape Architecture • . , • - July 8, 2003 1/8" = 1 ' 0" , . it -14,V• 2 RevisAri Ai lillio 9n 9nniz.,_ --------it- ---: r::- 1 ri-111) v\t/ 1 t+e-J0 LA---7 sr,, - - — 117 /It'll Thi).. Ili 7171 M I POie . „ •1711.a-v> ., 0.)biAAr-) 1 1 V. ..,_. ' -,,,, „"- \ pra\h/v awn 16-2,/ r , V ' I , / )70- .• .4mAit_ fir 1\ \" s• ,,k r/\ , ---,,)-,7 ._'•%/_-.. l, I # .) 4`r\i're rvonTi frt7 0 r0: ' 1 _ 0c\\ • /,e li• , ZOXI ,,,, .- ,./ ------ ,,,..,-- \ / 4. ----.' \v' $ \ ,.„.,,, ,, --,,!;.. ai,.. ,-- -,.-,-., ; - \------r-------- -::::: :::: --pramrt Alf--- n 7---- rx - --17 )/ pcnrirA, „004,4-117 , - . ___. ,v tis qui/dz. ,• ••t,... -rayLettli4 . . -1:: oi-AtipvtAt_viitira.4 - ", - SD 6 Spa Details Woolf/ Nill Residence —Harris Meadow Lane, Barnstable, MA Rick Lamb Associates Landscape Architecture , July 8, 2003 1/2" = 1 ' 0" , . RP21 00 DIGITAL - Swimming Pool Heater _...._B__.... 4 3/8• (3-3/8°ASME) i 9 3/4" —�(7-1/2"ASME) (C) INDOOR J DRAF.THOOD loe:e) I' SYSTEM OMR 1 SWITCH OIIC�10 38' 11 0° STACKLESS 26-1/2" o OUTDOOR TOP } (28-1/2'ASME) o 13-1/4' 21-1/4' o0 GAS ll CONNECTION o - # ° _ 1 11 A ► 26-1/2°—..- Shipping Weights(Ibs) BTU (A) (B) (C) (1) Cast Iron Capron® Heater Heater Indoor Heater • In put Cabinet Flu Indoor Gas Water w/Stackless w/5tackless Draft Model* (000) Width Dia. Drafthood Conn. Conn. Top Top Hood -* R185A 181 18-1/4" 6" 62-5/8" 12-1/16" 3/4" 2" 191 172 12 R265A 264 22-3/8" 7" 62-7/8" 11-1/8" 3/4" 2" 214 195 15 R335A 333 25-3/4" 8" 63-3/4" 10-3/4" 3/4" 2" 234 215 17 Q-5.0 .ltR405A 399 29-1/4" 9" 65-3/8" 12-1/2" 3/4" 2" 253 234 20 . * Designation for Propane is "EP" and Natural Gas is "EN". Prefix "C" for Cast Iron (ASME) headers; "P" for Plastic(Capron©) head- ers. Above input ratings are per A.G.A. specifications. Reduce input 4% for each 1000 feet above sea level when installed above 2000 foot elevation. Manufactured under Patent No. 3,623,458. Note: Plastic (Capron°) headers cannot be used for ASME installations. How to Pick the Right Size Heater Proper heater size is based on the time required to heat the pool or spa. If water is heated for each intended use, ener- gy-saving rapid heating may be appropriate. If water is gradually heated to the desired temperature and then maintained at that temperature, a smaller heater may be acceptable. To determine proper heater size, use the following formula. A. Desired water temperature °F B. (Minus) Average air temperature °F C. (Equals) Total heat rise °F 0 D. Total heat rise/hours required to heat equals required heat rise per hour. /It � CE0.TIFIEO Use the charts below to find the appropriate heater for your pool or spa. `E"r'r'E° POOL SIZE-SQUARE FEET SPA/TUB SIZE-GALLONS Heater 300 400 500 600 700 800 1000 Heater 300 400 500 600 700 800 1000 Model DESIRED TEMP.RISE IN°F PER HOUR Model DESIRED TEMP.RISE IN°F PER HOUR R185A 1-1/2° 1-1/4° 1° 1° 3/4° — — R185A 59 45 36 30 25 22 18 R265A 2° 1-3/4° 1-1/2° 1-1/2° 1° 3/4° — R265A 84 63 51 42 36 32 25 R335A 3° 2° 2° 1-3/4° 1-1/4° 1° 3/4° R335A 104 78 63 52 45 40 32 R405A 3-1/2° 2-3/4° 2-1/2° 2° 1-1/2° 1-1/4° 1° R405A 128 96 77 64 55 48 38 Raypak, Inc. 2151 Eastman Avenue,Oxnard,CA 93030,(805)278-5300.Fax(800)872-9725 Raypak Canada Limited .• 2805 Slough Street,Mississauga,Ontario,Canada L4T IG2.(905)677-7999.Fax(905)677-8036 I9 lF w YP www.raypak.com Litho in U.S.A.©1999 Raypak,Inc. Catalog No.6000.12D Effective:2-1-00 Replaces:7-1-99 Raypak reserves the right to change these specifications without notice. REPAIR PARTS rm ,� :,1 , 1 � PAGES 98,99 1 a-GlasDynaMaxM1 � �, AN 1 . , & ,N �T _ „ A, f Alt,WW SELF-PRIMING MEDIUM HEAD �� x -b 1. POOL/SPA PUMP ��" �Aw v • ` -_; ., , .,5,a A rapid,self-priming,medium head pump in 3/4 through 2-1/2 HP �.� qi4I OYNA M Y ._- with an extra large,integral hair and lint strainer. Precision- w MPR SERIES molded of a proprietary blend of glass-reinforced thermoplastic MPE tSERIES 0 ' that is highly corrosion resistant.The ideal pumps where high 1* 6 ENERGY ii flow and quiet operation are required.Union fittings optional, EFFICIENT c UL (NSF.) P) not included. r OUTLINE DIMENSIONS PUMP,PERFORMANCE TRAP SUCTION 2"NPT THO.(INTERNAL) 31/4"-10 AMERICAN STANDARD BUTTRESS THU. (EXTERNAL)TO ACCEPT STA-RITE UNION COLLAR NU11.200P. A 80 -. DISCHARGE,TMTN.(IIITERHAL) 1011/332 q l9/32-! t BEST EFFICIENCY SIZING 3 1/4"-10 AMERICAN STANDARD BUMS THD.IEXTERNAUTO ACCEPT STA-ROE .- ( UNIONCOL1AR#U11.200P. 'm -�, I 1- '' " ....,...,,, , SI/16 r I/2-14SP1 I ����-� __ 46/8// LL60 .._. !.. -.. ... " 21/2HP �f■��! Pr ` 3 113/32 Q -' \3 -------- IooTD t W40 / 2HP I 613/16ms - '�-� � I O~ 2-1/2-1/3 HP 1 �H � �= 1-1/2 HP 1-20 20 3/4 HP 1 HP I 141/16- .1 2-1/3HP" • I/2 131/8 B 1-1/2 1/4 HP 0 20 40 60 80 100 120 is Dimension 1023/32 U.S.GALLONS PER MINUTE Catalog No. q°° —S 11/32--I MPRA6DL 251/8" —__IL! ACCESSORY ORDERING INFORMATION 1110 MPRA6EL 251/2" nlllllllllr7 ;Mr�IIlk Catalog List Approx.Ship. MPRA6FL 26-1/2" `+" Number Price Description Weight(Ibs.) MPRA6GL 27" V aq 77703-0100 2"Union Half x 1-1/2"FPT- MPRA6YFL 26-1/2" 913/16 ���YUMW 147/16 Package of 2 1 MPEA6DL 25 5/8" 'U J 77703-0101 ; : .u 2"Union Half x 1-1/2"Slip- ig MPEA6EL 26" 1_ Ma Package of 2 1 11/4 111111111111=111111 PKG 188 0 2"Union Half x 2"Slip- MPEA6FL 26-5/8" f -33/8 -- 63/4-i DRAIN PLUG Package of 2 1 MPEA6GL 26-5/8" 43/8 1/4HPITHD. PKG 189 $ - _0 2"Union Half x 2"FPT- MPEAA6GL 27-1/4" 83/4 121PLACa Package of 2 1 MPEA6YGL 26-5/8" C3-185P3 $:-- '3 Acrylic Trap Lid MPEAA6YGL 27-1/4" (Biguanide Resistant) 1 `;- U79-11 $ _.:J Trap Lid Wrench 1 II! 17350-0008 J Rubber Pump Base Pad 1 ORDERING INFORMATION Catalog No. Catalog No. Standard List Energy-Efficient List Nominal Maximum Maximum Load Amps Approx.Ship.Wt.(lbs.) Dyna-Glas Price Dyna-Max Price HP BHP Voltage Dyna-Glas Dyna-Max Dyna-Glas Dyna-Max SINGLE SPEED MPRA6DL •,_;<:;2_ MPEA6DL -jp.4,_ --" 3/4 .95 115/230 13.4/6.7 11.0/5.5 35 37 MPRA6EL MPEA6EL 1 1.25 115/230 15.3/7.6 13.8/6.9 37 39 MPRA6FL 77 _ ... MPEA6FL - '• - 1-1/2 1.65 115/230 19.2/9.6 16.0/8.0 42 44 MPRA6GL - MPEA6GL -�7, -*'� � •�p f 7 2 2.20 230 12.0 10.4 49 51 MPEAA6GL 2-1/2 2.60 230 - 11.2 54 TWO SPEED MPRA6YFL 1-1/2-1/4 1.65 230 9.2/2.5 - 45 MPEA6YGL 2-1/3 2.20 230 - 10.1/3.7 - 53 MPEAA6YGL _ - 2-1/2-1/3 2.60 230 11.9/3.5 - 57 2 www.sta-ritepool.com I • REPAIR PARTS PAGE system 3 NG 4.17,,,,, ,,i; r SM SERIES—Sta-Rite is proud to expand on its proven SyS E 3 Post-Flo®cartridge design,and bring you the product that iwb t •l 1 makes Ultra Capacity FiltrationTM a reality.No longer simply t ttii, ,a,' ` r,s r s-•+I 4 . MODULAR MEDIA "cartridges,"Sta-Rite's advanced technologyhas brought an y I ) ,. 9 �f a? � c'� �,� � ��a .. entirely new class of filtration to the industry.Sta-Rite's modular + +`` jw ra= t+ ` r 'i,.' , FILTER media concept incorporates the latest in media science,perfectly `���,°4"ig,1f,a balanced flow,and an integral manifold design:namely,Ultra leA t y°j(I`4i g i c,F 1 " Capacity Filtration.This filtration concept puts totally care-free operation within reach of today's pool owners. , af`f{, r��lwa CERTIFICATIONS-The filter shall be tested and certified by a wr ��� .� °` NSF; nationally recognized testing laboratory to conform to NSF Std.50. ` `" ` • OUTLINE`:DIMENSIONS • - Cat.No. A B C p E j` V =, N_ S7M120/S7M400 28.5" 42" 7 36" 50" N . .w1 NEW IT 1 S8M150/S8M500 32.5" 42.25" 8 40" 50" ' SIZE S .'.1..i.un�l IL,V=r A= width B= height NOW AVaUalsle I I - U C= number of clamps in ¢pp & 500 A —I D= area(width)needed to take off clamps Sq. Ft I _,,,E- , E= area(height)needed to remove top half of tank ( — AII dimensions1 shown in inches. N. E �� FILTER PERFORMANCE I 11� - R In n 'T"' nie FLOW ante FLOW ni _ ;, _ - z MAX FLOW �'_.. I�O�I■IIII\O� C`� '�L..�l PATE 5>M130'_, MAX.FLOW INLETR RATE 59M500 7.812 OUTLET ./ \l I °<.o 0 2"STA-RITE UNION CONNECTIONS so <o sn aA ,Qo Im _° FLOW RATE IN GALLONS PER MINUTE ORDERING'INFORMATION - Filter Optimal* Flow Rated** Turnover Rate(Gallons) Tank Approx. Catalog List Area Performance GPM (Flow Rate x 60 x Hours) Number PriceSort Ship.Weight (sq.ft.) at this GPMper s .ft. At6 qHrs. At 8 Hrs. At 10 Hrs. Size (lbs.) S7M 120 $990.00 300 50-SO 50-100 18_36,000 24-48,000 30-60,000 2" 120 1,--7M400 t $1,112.00 400 50-90 50-115 18-41,000 24-55,000 30-69,000 2" 125 S8M150 $1,299.00 450 50-110 50-124 18-45,000 24-60,000 30-74,000 2" 147 t _______Ip'S8M500 $1,360.00 500 50-115 50-130 18-46,800 24-62,400 30-78,000 2" 150 T 0 1 -Operating at this GPM will provide the longest filter cycles combined with the best and greatest dirt loading capacity. **Based on NSF rated flow range of.333 GPM per square foot for the S7M120..288 GPM per square foot for the S7M400,.275 GPM for the S8M150 and.26 GPM per square foot for the S8M500. No backwash valve required. NOTE:Operating Limits—maximum continual operating pressure of 50 PSI.Pool/spa(bather)applications,maximum operating water temperature (internal filter)104°F(40°C). .ACCESSORY ORDERING'`INFORMATION Catalog List Approx.Ship. Number Price Description Weight(lbs.) PKG 188 $14.90 Un ion x 2"Slip Adapter—Pkg.of 2 1 PKG 189 $14.90 Union x 2"FPT Adapter—Pkg.of 2 1 777 03-0100 0100 $14.90 Union x 1-1/2 FPTAda ter—Pkg .P 1 77703-0101 $14.90 Union x 1-1/2"Slip Adapter—Pkg.of 2 1 25021-0200S $142.00 100 sq.ft.Inner Replacement Module for S7M120 9 25022-0201 S $283.00 200 sq.ft.Outer Replacement Module for S7M120 21 25021-0223S $157.00 136 sq.ft.Inner Replacement Module for S7M400 11 25022-0224S $390.00 264 sq.ft.Outer Replacement Module for S7M400 24 0 25021-0202S $237.00 191 sq.ft.Inner Replacement Module for S8M150 18 25022-0203S $386.00 259 sq.ft.Outer Replacement Module for S8M150 27 25021-0224S $285.00 209 sq.ft.Inner Replacement Module for S8M500 19 25022-0225S ;/ $399.00 291 sq.ft.Outer Replacement Module for S8M500 28 44 www.sta-ritepool.com • • * ♦•'4 ••b • u ; :,e• 4„ d 3/8"to 1/2"Wtt1Tg 1"1/ Glle Met, #V0D5-12"0c Born WAYS WALL, 8'FLOOR' •4 •6 S 4 , d 7.01 • TYPICAL WALL DETAIL_ not to xde Phone: 508-252-2348 Custom Gunite Pools, Inc. Fax: 508-252-23 90 New Street, Rehoboth Mass. 02769 SY a�arb, • • rA • ;q A, i • dgprI .A d' :q • q ;a I/2"fOUAUZIT LINE' =• q (for coerced pool only) ro PUMP UG1/ON • t 11 l l I MJI1Hr .,. FITTING DETAIL AT SKIMMER not to xa/e • Phone: 508-252-2348 Custom Gunite Fax Inc. Fax: 508-252- 90 New Street, Rehoboth Mass. 02769 2351 I ' • chtorii FILL ariour 'El .... 1 waterline----30000 i0000: .n .•D • �.r*.r. 1 loop�i N5P APPIC'OVD ' f oarrnr1_ Nt rirt �d• , �d • 74#,4,1 _Fr ADJrisrABce • • • /NJ-. rrn77NS DETAIL at INLET & FILLSPOUT not to xdc Phone: 508-252-2348 Custom Gunite Pools, Inc. Fax: 508-252-2351 New Street, Rehoboth Mass. 02769 wder line Jassw" d sxc ,.= ••� �°aoa°a�:a JUNCTION BOX b • I //41 4 • • • • d • DETAIL at UNDERWATER LIGHT not to xdc _ Phone: 508-252-2348 Custom Gunite Pools, Inc. Fax 508-252-2351 90 New Street,Rehoboth Mass. 02769 . 1 I • ' - -_, - - - I I . ' . • . • i----.----,--...--- • . ------- i i POOL 1 EA PLAN 1 i (-3--(._--.ALF- _ I /4. =- I '-C.,) IC.Tr.',-1' ',;",, ; ,., '-')•.. ''t ,l I "----•" ff 0/...P,,C, /: 1 i r'' , L_•'-. !.. : ,t_ N. 1 \ 1_ c•J i-T: — \ 1 . • , .., .... i ... , ... ......., .z, , .. . . . .. t .:. ....„..„.,.:....... .... .. . , , . .„...,..... Y- . , :• ..„...•:, , ...„, , .... , .....,. . . , .-.,-.. , ..,,,,,,,.. .,• , .....„,,,,,,.... ,...,,„,.., ...,.•..:. r "‘:'''' •. ,..4... ill 1 til I i ., 1 1 . I 1 1 1 I 1 1 I 1!,7 LONGITUDINAL POOL SECTION A—A ; SCALE - 1 /4".---- I 1-0" • . , 1 K--tt: ' , , • ,,, ,,, •sea.— — . i b. A \'` iter i'lle siert!! .. • I tt Ec PICA, ,:.--;;..;I•Giii . , . --•-•----------- :aisiiiis :, 1!,..C1 L.: • . __ I - 1 A . . • 4-1'91 A • 4 1 4 • ,............."_,J, :1 r 4 1 i .. , i• 1 .. - I 1 • A. 1 .. • A 4 1 . 1 i____—--—--_ rsi,r, ' 4 1 , t • 1):3 . , _..-.........*BION".1011.14•111....r... • • i - orth, 021* TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `/ nn ,- - Map 0(./ Parcels Q9' �N�" �7 S Permit# � 6 Li q 1 Y n r'e._, ua - '-123 �i� Health Division s 12/0/a/ C,..,x �v. ZO Date Issued a l) Conservation Division 1k.D e,0 rii L5 ( , ("� j I ;' i E - Tax Collector 2)/- ! I it c 1-1 Od Treasurers�P.C, COncQ =�0 ) /� pn i-csr" c9 K` /�/ S�' C SYSTEM MUST BE Planning Dept. Vk) $'f By �„� c • IN COMPUANCE Date Definitive Plan Approved by Planning Board —�' C�,��OW WITH TITLE ��p o V c,-4 }- 1 -e/ec,S�z' 5—7 ; Historic-OKH Preservation/Hyannis TOWN REGULATIONS (_ (tom-• Project Street Address / 3 /1k,1 lS McA-Dou).S LANE Village AAPOS77 LE Owner STEP sN U, NE LL Address AG GL m-DA) 'sr cArvigkiD6E Telephone (&17j 36 4 3053 ivkA - Permit Request Neu.) H-f oQr to gfY, .s 10/ P 0 C A6EA, i Po i Ada AJI� poor, Square feet: 1st floor: existing proposed'I47 2nd floor: existing proposed 14.3 Total new ' 5-71 Valuation 6'/ [!/�/ Zoning District Flood Plain Groundwater Overlay Construction Type 5TkC:K Lot Size 43� 676 S FT"t Grandfathered: [Vies ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: 0 Yes ❑ No On Old King's Highway: 0?'Yes ❑No Basement Type: gull 0 Crawl ❑Walkout 0 Other Basement Finished Areas ) % Basement Unfinished Area(sq.ft) Si/ 4-`7s .ft. �--'-� �� Number of Baths: Full: existing new 3 Half: existing new A Number of Bedrooms: existing new 6 Totepoom Count(not including baths): existing new /t& First Floor Room Count 8 Heat Type and Fuel: 'J Gas 0 Oil ❑ Electric 0 Other Central Air: ❑Yes 1No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes ®'No Detached garage:0 existing 'ew size r Pool:0 existing W'new size WO I' Barn:0 existing tiZ.new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use_ Proposed Use . _ ___„) _ - - - - *441: ,, BUILDER INFORMAT N - Name (JO I\) SQL)IRB Telephone Nun ber _ � A, l o C- r Address 61 SC-UPP C-- ,{ License# (� 4--0 � `t' P Tii VIUeAYr Home Improvement Contractor# 16 BGG a Worker's Compensation# -q- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S'�� SIGNATURE Cy-ff, DATE �c /' 2)/ , r / rt 4 FOR OFFICIAL USE ONLY .. I '-* : PERMIT NO.1.. , L . DATE ISSUED • ,-r. / MAP/PARCEL NO. I - ' _.,,,, . .,-' , - ' - % .4' - _.- ? ADDRESS V i VILLAGE I 1 OWNER ,- I '. • ' ) A. V- g Fp i:, ///71/4 a: C 4-et-,0 it DATE OF INSPECTION: '''(,.' -A FOUNDATIONr , a0 2, . , vo, eC,-, .,: -- FRAME 6 ( / / 11\H i — . , . Abvic., it7 /4 3 dw/),.." gye.:us er 0 Ar. ,cy,,,, INSULATION i'4 i,V,s e.) a/3/th.? o or /7/p s.se efr S. 4-7 . . .... .„- FIREPLACE Lcfl'n i/c/e/e ;4. 0 it i FINAL i.i, .-) C`ELECTRICAL: ROUGH PLUMBING: ROUGH V, FT, , FINAL ' t i ti tIS GAS: _., --- ROUGH el 000rx..., 4,,,. „,, FINAL . 1 , FINAL BUILDING Ori/10.4- rr. 0 r_rti g1/4 41.$1( t ' 1 , * . . . 1- ? k Eq n A.t tg :11! • - .. ' 'DATE CLOSED OUT ' .4) ,...--ASSOCIATION PLAN NO. .... C I , .. . • j I ..- , ' I '-) , r----- --- - - - ------------- --- - - -- ---—--- ——— —-- —— — :s TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 280 043 GEOBASE ID 18890 ADDRESS 138 HARRIS MEADOW LANE PHONE BARNSTABLE ZIP - LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 74100 DESCRIPTION NEW RES.PERMIT#58144 6BR.W/DETACH GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: BOND $.00 �1FIE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE ' �f `11% - „ * BARNSTABLE, * r'f r 1639. 1 i EDMplA I BUILDIN' DIV S I BY DATE ISSUED 01/12/2004 EXPIRATION DATE TOWN OF BARNSTA iLE .ti. BUILDING PERM l`a' . s. .--t,,,r ter, - . . z PARCEL lb 280 D43 GEOBASE iD 18890 ADDRESS 138 HARR I S MEADOW LANE PHONE BARNSTABLE: Z I P 4 , LOT 9 BLOCK LOT SIZE ______ _____ . D33A DEVELOPMENT DISTRICT BA PERMIT 58144 DESCRIPTION NEW BBDRM. SING.FAtL HOME PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: SQUIBS, JOHN Department of Health, Safety ARCHITECTS: ,, and Environmental Services TOTAL FEES:. $1 ,75.E.41 1 BOND $-00 °OM AN._ CONSTRUCTION COSTS (1/ ,$439,488.00 (( 't- t1 r �1 �77 ... T 101 SIN IIE FAM HOME DETACHED 1 PRIVATE P *�rE".:y s :g '2 '11 a gpRNMA83. �' w Y • BUILDIN DIVIS 0 BY • . CSSUED 02/0'7/2002 EXPIRATION DATE --- • THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ' ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: v APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. • ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. - POST THIS CARD SO IT IS VISIBL' E=FRtOMS1TREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 LI` �fl ("Z. 1 !fly "� /�� / ..$ _.,61.11)) it qt, ri , Ai),n, ' 2 ./-'7/(0 ( //7/177 • ^.j39 C.' Yz l /' 1 e'' )�'" j&F��!� �/ r C� fi4/4,1,:, , , ,,,,. ,,,i, _$d 47 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT l� 1A., n _ 6%. i'a8 C . /A.cCiz .. 0�j .,--,t 2,2;—v7—'<� 4 j BOARD OF HEALTH. %� - -4A-A-AA-2 c- ------,‘L---; A .Q0c),_ 99,3 6-7a A/0 Aie OTHER: 7F`7 SITE PLAN REVIEW APPROVAL k .D€ It') /„ ,,s.. 64 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 CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. . TION. u, ... , . BUILDING 0.,....BEIR WHIT APPROVED RNSTABLE TOWN OF BAp WIRING � P�VMBING 50 BUILDING n C/ffin N�)� N /G y E— ... TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 280 043 GEOBASE ID 18890 ADDRESS 138 HARRIS MEADOW LANE PHONE BARNSTABLE ZIP — LOT 9 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 74100 DESCRIPTION NEW RES.PERMIT458144 6BR.W/D:ETACH GARAGE PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services • TOTAL FEES: BOND $.00 p1U VIE CONSTRUCTION COSTS $.00 758 CERTIFICATE OF OCCUPANCY 1 PRIVATE ��* 0 * BARNSTABLE, * MAss 9 • EDMp1A I BUILDING DIVISION BY DATE ISSUED 01/12/2004 EXPIRATION DATE 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 FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND 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 ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET- x BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 • 2 2 2 • 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH SITE PLAN REVIEW APPROVAL OTHER: • WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. II I I ' • • RESIDENTIAL BUILDING PERMIT FEES {. APPLICATION FEE --New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 I { FEE VALUE WORKSHEET NEW LIVING SPACE : 2 � • 7� � square feet x$96/sq.foot= 31 x•0031= I r�.`�`�"6r , 'plus from below(if applicable) I ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft/ >120 sf-500 sf $35.00 . >500 sf-750 sf 50.00 . L/ >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS �� Open Porch 3 x$30.00= (number) V Deck x$30.00= (number) Fire lace/Chimney x$25.00= p (number) Inground Swimming Pool $60.00 6 0 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 _ • '(plus above if applicable) � ,` ,� Permit Fee .projcost tql7te -c—eat,a �- - Board of Building Regulations One Ashburton Place, Rm 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE t ::;: -7;, Birthdate: 09/21/1953 Number: CS 034064 Expires:09/21/2Q03_ : Restricted To: 00 7,4 + v i JOHN B SQUIBB 9 SCUDDER LANE � BARNSTABLE, MA 02630 '~ • `tir Tr.no: 2565 ill Keep top for receipt and change of address notification. • 27%e inmaiuveaIEh Board of Building Regulations and Standards -"70/ One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 108662 Type: Individual , - ' Expiration: 8/20/02 JOHN B. SQUIBB John Squibb 9 Scudder Lane W. Barnstable, MA 02630 Update Address and return card.Mark reason for change Address 0 Renewal 0 Emtloyment 0 Lost Card era r 5 Permit Number MECcheck Compliance Report Massachusetts Energy Code - MECcheck Software Version 3.2 Release lb Checked By/Date TITLE: Ni11/Woolf Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 12/04/01 DATE OF PLANS: 12/4/2001 PROJECT INFORMATION: new residence 1 Harris Meadow Lane Barnstable COMPANY INFORMATION: John Squibb 9 Scudder Ln Barnstable,MA 02630 NOTES: Prepared by: Summit Insulation Co.,Inc. P.O. Box 1337 Harwich, MA 02645 COMPLIANCE: Passes Maximum UA= 1142 Your Home= 1135 0.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 2: Cathedral Ceiling(no attic) 3357 30.0 0.0 114 Wall 1: Wood Frame, 16" o.c. 6625 19.0 0.0 299 Window 1: Wood Frame,Double Pane with Low-E 1003 0.350 351 Door 1: Glass 633 0.350 222 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 3163 19.0 0.0 149 Boiler 1: Gas-Fired Steam, 80 AFUE 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 MECcheck Version 3.2 Release lb. 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 esign load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date / Ve, MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release lb DATE: 12/04/01 TITLE:Mil/Woolf Residence Bldg. Dept. Use Ceilings: [ ] 1. 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: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.350 #Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Gas-Fired Steam, 80 AFUE or higher Make and Model Number Air Leakage: • [ ] • 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 cfm(0.944 L/s)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/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] , Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. • 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. [ ] Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] 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. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F 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 2.0 140-160 0.5 0.5 1.0 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(F) 2"Runouts 1" 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) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 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) '91 • , • Mirror-all sizes, bathroom vanities, l Fraineiess Storefront Systems, bars, etc. at to fit any space. THE GLASS HOUSE GLASS CO. Architectural Glass, CUSTOM SHOWER ENCLOSURE&MIRRORS Table Tops Insulated Glass Units. for your end tables,coffee,dining, plioes.(508)760.4922 Showroom&Design Center: dresser or outdoor furniture, Shower doors&tub enclosures. (508)760-4753 782 Route 28 at:Cape Rental Word made to fit your needs, Far:(508)760-4595 South Yarmouth,MA-02664 I/5/0 Lf daryxm. 4-0 etzA bcp 1-1 C) • ••-•1 N CID cr) r c 0/0 gi r4 00 CD C.). f; si itr) e r 2:,,zewN ".% ",.; '7":‘ , . „ • , • : ; S ‘/Df CEO CEN IJRY` • December 31,2003 The Glass House Glass Company 782.Route 28 • South Youth,MA 02664 Re. Century Tub/Shower Enclosures Dear Omi: The following letter will serve as an unconditional guarantee that ill enclosures which are fabricated by Century Shower Door, Inc. axe glazed with safety teml ered or safety laminated glass. Manufacturing procedures are in strictest compliance wit i US Consumer Safety Commission CPSC standards for architectural glazing materials,NO. ?6, CFR I &II and ANSI Z97.1 specifications. Tempered and I.,ammated Glass must meet all quality and strength requirements, and only after successfully passing the appropriate to;ts, will bear permanent markings_ These logos refer to the requirements of the applicable feden I, state and local building codes v go erring the use of safety tempered and safety laminated glass. Should you need any additional information,please do not hesitate to contact me. Sincerely, CENTURY. SHOWER DOOR,INC. Michael MacMillan President MM/rj Century Shower Door, inc. 250 Lackawanna Avenue,West Paterson, NJ 07424 • (973) 785-4290 ® (8C0)524 2578 m Fax(973)785-0777 T0O%T0021 'DNI 2D)OQ HaAOHS A2Ii1L'30 LLLO £fiL £L6 6£:5T £OOZ%T£%ZT pep (4 y . .BK 1 1 E1G8 PG 103 1397'62 11-25-1999 e 01i40 QMITCLUNAUR We, John H. Harris and Lucile H. Harris (also known as Lucille H. Harris) , Trustees of the Harris Meadows Trust under a Declaration of Trust dated February 13, 1984, recorded on February 21, 1984, with the Barnstable County Registry of Deeds in Book 4019, Page 171, both of 5150 Tamiami Trail North, Suite 502, Naples, FL 34103-2822, for consideration paid and in consideration N of Three Hundred Twenty-five Thousand ($325,000.) Dollars paid grant to Stephen J. Nill, of 26 Clinton Street, Cambridge, Middlesex County, Massachusetts 02139 2 with quitclaim covenants the land in Barnstable, Barnstable County, Massachusetts, bounded and described as follows: NORTHERLY by Lot 11 as shown on the plan of land hereinafter mentioned, One Hundred Ninety-nine and 65/100 (199.65) feet; SOUTHEASTERLY by Pin Oaks Drive and by land of Cambury, Inc., as shown on said plan, Two Hundred Ten and 12/100 (210.12) feet; SOUTHWESTERLY by Lot 7 and Harris Meadow Lane, as shown on said plan, Two Hundred Fifty and 00/100 (250.00) feet; and NORTHWESTERLY by Lot 11, as shown on said plan, One Hundred o Ninety and 43/100 (190.43) feet. N Being shown as LOT 9 on a plan of land entitladt 'Subdivision Plan of Land in Barnstable, Massachusetts, for Jane Harris Davis - Definitive Plan: Sheet 2 of 2 - Scale 1" gm 40' June 5, 1974, Down Cape Engineering. . . , which *aid plan is recorded with the Barnstable County Registry of Deeds in Plan Book 289, Page 16. Said premises are conveyed subject to and having the benefit of the rights, reservations, restrictions and easements set forth or noted in the instrument recorded with the Barnstable County Registry of Deeds in Book 3871, Page 8. Meaning and intending to convey and hereby conveying all and the same premises conveyed by the deed of Karen Steward, Trustee of S.F.B. Realty Trust to John H. Harris and Lucille H. Harris, Trustees of the Harris Meadows Trust, dated October 20, 1988, and recorded with the Barnstable County Registry of Deeds in Book 6489, Page 194, to which said deed reference for title should be made. The undersigned Trustees hereby warrant and represent that the aforementioned Harris Meadows Trust is still in full force and effect, has not been amended in any way, that the beneficiaries of ii ilk BIC 1 1868 PG 1 04 139762 said Trust are of full age and are not under disability, and that the Trustees have been authorized by all the beneficiaries of said Trust to execute and deliver this deed. WITNESS our hands and seals this viobrow day of November, 1998. HARRIS MEADOWS TRUST Y alli4 *?;14144r n R. Harris, Trustee HARRIS MEADOWS TRUST (97'te4 /./. 444A-z4:1- By: Lucile S. Harris, Trustee STATE OF FLORIDA COUNTY OF ca F-2� NOVEMBER /0 , 1998 Then personally appeared the above-named John S. Harris and Lucile H. Harris, Trustees as aforesaid, and acknowleged the foregoing instrument to be their free act and deed, before me. a,� My Commission Expires: wow ,shw. .No.CC5My commilsios POWs 12/1M)9 REGISTR 4'h!'% :� v/e(� co:Netsmw+1400+1 �ri�',o�r"�.'v�wn COUNTY EXC DE ' "• , ED �1 8ARN8 QI BARNSTABLE COUNTY f1/25/98 M111111 REGISTRY OF DEEDS TAX 741.00 11/25/98 A TRUE COPY,ATTEST • TOTAL 741.00 CASH 741.00 JOH_N_ F.MEADE,REGISTER TAX 1111.50 0011 CASH 1111.50 001 M1111 13:35 COUNTY EXCISE TAX 61EXCISE TAX 37 BARNSTABLE REGISTRY OF DEEDS • • 4_t - —_' 8f1.PiySTi9atE 14494'4504. i —.---__ 4 .. tOCAT/one PLAN $Ae,sr4ace dt$tf:/sOmd -_- - Y i' / 66..F ACRES / �� S- �- 620S3 AREA INniell 7i.CT- 697,7003 /6.0/ 66036 AL6A IN RMOB- 65.7007 /.st I _.]L t 6t05S 4634 7067L111N0- //I,Root I.7tt r -- / i-.IL_ ,L - -- / II I // -L _W._ I - 'IA' / _ _ ----C_-- N Ads�-'f I ___ COM/VTe7/ON LILA7-------.-1-.."-:._ , 1 Imo- IEESEe✓ED ARCH I 60' W/OE _L I AeEA• /9.600 55.1 I _Z- --A-------- d ---- ----- -----------Z 4 t tIt . 3 f I t :41.,i ..6, ;:-.-. b 1 O # k ' of t 1 0 Q' 4 � �_ _IL 4A ttt b 1, • 2 k �L _Y_ 4b V y!� ! n 4Ii 4 JL J/_ Y. LLt qq��. ♦ • /e at./ I R4 • !y I I _1L -L. �_ t , I510 I / I J� -Jr__ -I I // 6n.Op•it e - 7^P II ORS I /! �T i /I � - t __Z_ fie_ _J__k I V I I . 1: :I I 4,1 _.I� , ♦ Il / e ♦♦ 47 9ee aft TOTAL r 37.04B aS t uPLANO ��u 6-'-- I 1 �♦ I i IhI Sibyl (1 / ♦\� ' =I . . y,7 IP e 7 .•1,.._. 4 • ^ 4.•/ bit , II al',1 l 1 i- - e.to. ro 1I-'II ,6. 2i2,o8a aS.t TOTAL (re SAY e- I % ' O ) I C%a IOS,aso eft V�LANO I ,.P \ [--. -S.-.-�.t,-.lete.y. A. . b • • r ' ^ ,4;1 • Alo. v.,, l _ •try • , .. ._. _ It . �� x', f / t YI 4 t �" t_ EASCMeNT ��_�_L • ��- .:1 I ye 'I/f, -��•__ b1 O � ND/r .v8 4, i4, i y ', O _?4� '' r4 44,267 Sf.± w ? •a? •;r 43.626 TOTAL + aft UPLAND Y Y b R: C o b S4 Sri N 10 ;� 1 ' ti t Nl . • Pk 2, e ti • ' , I Aa.7T•`fib'Lpb,'/I IJ I/ h• '\ h / 6 I. 'fagp` �•p1� C • • el �4 I _S /yda QP °O .Pip, , • 0• b + 2 6. jc�, a --...:11 U • x o r11, `- } ® 44,386 aft l4 4 �, � .• I O 43,600 aft ♦ Is 4 ♦ b ♦ 4: O r / ') v 1 / 3l �. 4I / oo J' > eSo.eS 00' J b e ir F 4 z.♦ i• W I r 4.7B.�, • F O (SEE SNEET /) `I I . ® (Ste miser /) `I h � sPP ' V /9PPLOVAL REOU/.ee0 UNOE.E THE �t SUEDIV/S/ON CONTROL CAN 6AENSTASCE PGANNIN6 8044o SCASZP///S/ON PLAN OF 4 9ivo- • /N B A.e/VSTAaze/ MASSACN(.se7rs Q Foe c/ewe NA.e,e/S OAL//S e V"*^Qyi 4 19.74 I.suw Aso V.SF..n Rs.Clerk Of the ro>e.- --O6P/N/riVC PLAN: SNEBr 8 0P 2— U•rn:z:♦'e.he-'=)'rerttrti`?•that t!'e n .n.n(npnrn�'i:. Nert:WAS/CAN re ReSCWO.So601Y/S,ON PLAN O, LAND IN6ARNSTA6LE, MAdZ SCLON6/NS 7V COWARD C.HAWS Sr NELSON SOARS!'if E,CNARO LAW SVeYero.9S,NodEMBEt I'd?,SeCOROCO Ar rwe Be6NSTABLC COUNTY' / hm h::a n •nJ n .,f i��.•andnn .eeelir`r OPOae06 w PLAN BOOK/19/Peat N/ • such receipt mai u.'ie,Int mid rn, .•.� SCALE,/'..::: ::: cape • -zce•Ie N Planning Board Office uL"L INB/NEERS ` LAND SV.ev6YpeS /� +��� Town of Barnstable `" L.04 meewsree, n•msaeurusesrs A- N.OJetw (,, H TEST HOLE LOG I - 1` DATE: MAY 17, 1994 P-8228 SOIL EVALUATOR: C. JOLLY, PE 1 11 2A ! WITNESS: ED BARRY G'i 'f Dtar PERC RATE: 4 MIN. / IN. 2 S _..-" L�l).5 FILL LOAM & SUBSOIL 22.1 :6" " 22.5, 12" rc( S LOAM L SUBSOIL CLAY/SILT Y o 20.6 yP CL• rVt CLAY/SILT y,14Vy, Z, 16.5 84" 1 'boo � \ 4e ^ .irc L� 14.6 108" 15.0 COARSE SAtID 102" I MEDIUM - FINE FINE SAND/SILT � SAND !,\ WATER FOUND 8 PATER FOUND 8 EL. 10.1 EL. 11.5 10.1 162" 11.5 144" LOCATION MAP MAXIMUM HIGH GROUNDWATER @ EL. 12 . 1 DESIGN DATA • DAILY FLOW: (6) BDRMS. x 110 GPD = 660 GPD • SEPTIC TANK: 660 GPD x 200% = 1320 GPD USE: 1500 GALLON PRECAST SEPTIC TANK' LEACHING FACILITY: • USE: (5) 5' x 8.5' 500 GAL. PRECAST DRYWELLS LINED w/4' OF DOUBLE WASHED STONE ' CAPACITY: SIDEWALL: 127 x 2 x 0<74 = 188.0 BOTTOM: 13. x 50.5 x 0.74 = 485.8 TOTAL: 673.8 GPD • SEE REVERSE SIDE FOR PLAN VIEW H S 1 " o - .- ''�+` _ \. BRAMANCWIL S . perti4( SJ c ' O�� J• 90 ,I. .• U No.32606G , (j STEVEN . H .,. 4 -. RUM: r `�!,, . ...;� IN • �I1� uFF Sl S 'E o< /PO oNa' . rrsst 0 Z ��� d.21-off • ,�' O CNOT SPA] . C) O1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. L2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION 2 0 0 1 1 BOX. I '"' RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN ,� Lii N 6" OF FINISH GRADE. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A I 1 ® GARBAGE DISPOSAL. OD II J'` 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ITIDD ON A 6" LAYER OF STONE. m �'�L/ 6. INSTALL GAS BAFFLE IN OUTLET TEE. I II� 2" LAYER OF 3/8" PEASTONE OVER . ;"-14" DOUBLE MASHED STONE it ALL AROUND , TOP OF FOUND. 4@ ELEV.23.8 m - -rep s �1.. I8.8 / 407(gi11/1d ��'� ,o 187518.55 r'4-16.1c>Is. Igerror{ e- EL- t6.-lo. 4 SEPTIC SYSTEM PROFILE . j........ ► NIAXIML 412:41.1 - `VA.. IZ.I SITE SEWAGE PLAN GENERAL NOTES FOR 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION 138 HARRIS MEADOW LN. , 1 -BARNSTABLE, MA OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR ASSESSORS MAP 280 PARCEL 43 TO ANY EXCAVATION OR CONSTRUCTION. 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH PREPARED FOR 310 CMR 15. 00: TITLE V. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE STEPHEN J. NILL DETERMINATION. DATE : AUGUST 21 , 2001 SCALE : 1" = 40' 4. ALL DISTURBED AREAS TO LOANED AND SEEDED. 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. WELLER & ASSOCIATES 6. REMOVE ALL IMPERVIOUS MATERIAL FOR A 5' RADIUS AROUND THE LEACHING FACILITY AND REPLACE WITH 1645 FALMOUTH RD. -- SUITE 4C P.O. BOX 417 CLEAN MEDIUM SAND. CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: r • , / t j/ / --- t--,../' r �rr, s I\ rn , Di .`\ ,-- '.._ . •. / }Nv1 / /'� �\ A \ S i,y-/-.-,....__i__2_1D t,,,, .1 . ;:, 'i - ....—. -M0r-- • /__-_i--.__-_r_,• t _' ff - - lI _J �� \� \. /fir\ .1.5 \t. \\ H„-.a-_..i.....•- —,,,,-,_,1__...i.i t,-qk—c-r,,,—\. ---•N,,N......1N./ -,,f. 7, / , ` \N \ \ \ N _� �n^Y N _ _ \ .,,., 1, • . / / 1 \ l 1 ' ,,,, , ... ._ , _ ,- (qiiv -, • , , , , ,:. , / , 6,16, / i , i _ 1 / _ b '+ 43� lir / 4 /.• / /ler ' ... _ , // /�' i� l l Il / col / //�-� // // , 1 i ti. /11 t .. I I / l ' . * ' - 31 '''''.1'." ' ,1-11 e tr. / ! it, � j i i °:/ /` :1 ` • -a- 14)1' /� o� , it j 30 ` ®4. / ,// , iiiii / , •/ / • �,�A��� // Lii, ` it / o� / !� A . gel/ / I/ 10, / / / . / / / / / / . / / / / / /. L. _ / i / /'4c' / p� i�•• I7. • / ' ' , ' . 40 �� Architect: 1ENRIGr THOMPSON STO105 . 33 GLEM90W AVBUE CAM0ID5E,MA 02131 PH, 611-516-2191 • DRAH I NSLIST SITE PLAN . . Consultants: • ARCHITECTURAL - - •STRUCTURAL " •' Landscape Architect • RICK LAMB A'WIATE5 AIO0 COVER SHEET.9TE PLAN 5100 NOTES AND DETAILS LANDSCAPE ARCHITECTURE No BASEMENT PLAN `-N01 FOWOATION PLAN LAID PLANNING•DESIGN A102 'FIRST FLOOR PLAN 5,02 FIRST FLQOR FR91456 PLAN 33 ATIB!`.STREET CO SECOND FLOOR RAN • `-+103 " .M BOOR FRAMING PLAN - - C FORID6E MA 02136 AI A104 ROOF RAN SI04 ROOF FRAMING FLAN PH, 611-E6S-14j9 AI05 GARAGE PLANS AND ELEVATIONSFAX. 611-354A33T A201 exreA0R ELEVATIONS A202 EXTERIOR ELEVATIONS A321 Ba0LDM6 SECn0N Structural Engineer ' SIESEL ASSOCIATES,INC. 634 CO6610t64EALTH AVE. . NEWTON CENTRE,MA 0259 - ` PH, 611-244-1612 FAX, 6r1-244-132 --1 _,,mH UNe __ —• MEP Engineers � • —FwT�. I YEILAND Lae . _DW_ . @$p __ C A / __ — __1/ • / / J f // 1'I< nbA • / I //1 \ I5.0 / (% i%/ /j j _ \\\ nA i _�1Iif � // Q .—// / 111111E — li / Al / V] / / <Q ,/' , //� /' r I ;AI = 1 � . / y� , //•/ a �/ / -_ m \\\\ 1 IIP Cam. / �951El.D . f- / // // // �j �14�'3�9/a•�_h` \ n.AxnNfi \ 1/,0 _�_ \ Hla+nNe ` \\ I 1�/ i — I • MA5T39\\ 200 I li / x / �cRTM Ir N \N CD \\\\ e,2sw• N p3 O i. / 3 / �g/ I / I I \ \\` \ i : I.5 N Ii DecK /9 —, `\las / I I a 210` _24, `- bQ N \ "O• I I/ 111001 8.29'i' yam\ • I l \1 // \ X \ I �II I I \ Q L_ 235 \\ \\ ——A 1220 � / \ ,../..._ \ \ \ up I L --Y O �plR9EAD \\ 224 1 I1 1 — \ , \ \ I`.22, , ��I o a 1 _ I \ / 9 \ / V \ N \ 2q4 } �O AREA CALCULATIONS I- /- m\ \\\ \\\ 4 \ \\\ SENLS9 3 \ I IGG4 DEAN9ONA�A .y I i . . • I I\ / b0 ---',1—.,,...„. \Qp5 \ •�h ya• \\ \\ \ \\ .w•\\( \ a Y 90 • FIRST FLOOR-GROSS AREA I I `� • T — wv mD 210• tin ten' 24G — — Zan uE 2oaD T� m0 101 / T74.-0• 4. MµAWIN6 l92 SF. • - 1 ---L__'——— \ FJ(C 39 PDST I RAIL mice MASTER BEDROOM 2355 S.F. . 202 — -— _ . 2021 SUS-TOTAL, 314T SF. I L./,NE LATCH BI61N GRATE _ — SECOND FLOOR-GROSS AREA — —•— _ _ I Owner: GAIN HOUSE MN6 136 SF. STYE HILL I MARIE WCOLF MAIN HLVSB T36 SF. \ 26 CLINTON STREET SLBTOTAL, 1431 5F. .. CAMB1L06E,MA 02134 TOTAL CROSS INTERIOR AREA, 4516 SF. ,1 / SMOKE DETECTORS O.K. PORCHES-GROSS AREA COVH�PORCH LNILOF075 WING TO SF. c c SCREEN PORCH I COVERED PORCH - - —J.EC/p .r AT.ENTRT TO GeL 1315 MINE 610 SF. • SITE PLAN 1--r----/-/■, �/,Tw/■//�► . =,�. scowl ENTRY PORCH 250 SP. 1 SCALE: ,,,6" _ ,,_�•, - Y V Q LL'l: in "c TOTAL, 990 5F. LCC✓__"""'�� ,'• . GARAGE-GROSS AREA - I RNSTABLE BUILDING DEPTR„ w "-' 2 GAR GARAGE 612 SF. PORCH 135 S.F. TOTAL, 601 SF. • . Re B,Yem Date • • } NILL - WOOLF HOUSESelz EEG 5,NCI • 138 HARRIS MEADOWS LANE - BARNSTABLE, MA 02630 SITE Shed Metes • • •• • A100 Architect: !ENRICH T OMPSSON STUDIOS • 93 6L13600D AVENIE CAMBRIPSE,MA 02139 PH. 611-516-2191 Consultants: Landscape Architect RICK IAMB A.,,,IATES LANDSCAPE ARCHITECTURE • LAID PLANNING r DE516N 33 ATHENS STREET CA BRIDGE,MA 02130 .. • PH, 611-B60-1939 FAX, 6I1-354-3331 5'O• LLL 10'-0• I.2'-6' 6'-0' Structural Engineer - / r�r .(, / / SIE634 C.MMONASSOCIATES,INC. 634 ON CISIO AL.TH AVE \ I 1 NEWTON w.02L59 \ r _,_ I FAX, 611-244-rr32 m I i MEP Engineers J L__1 -, ! 7 Om I L_J 1 \ I I g I r H -N- o I ' i \ . I L_J L I 1 I ' W 1 Cep • O TOKALL He V4' EL. I/4• I i Q L L O , /'1� I V O L_J , I POCKET ! m I / j IB'-0' `/ 1 nn TOYIALLIiI) - \ N I EL.24'0 V2' 3'I I' 2-4' ; N. ' i I I EL,HA v4• 0 4 T i - ! • r: :Li i CY:', L __ _ L __. —_ -_ ___—.___ 1 / 6 ! I I I C n / 24,0. / 15,0. 1 \ \ I r---- TOYY41 f------- Q Q EL.23'-9 V2• .. 4 4 4\ , o I 1 0 I : 0 r+J! 0 1 1 0 I . 1 0 1 __ 9 1 BEaMJ L_J L_11 1 ! J L_J L_J 1 r , _ \ 1_ , L' r_, = 1 POCKET L____ I 1 L�J ! \ I ET. 1 r 0 EL,23,1 I2• ' I 1 I -0° I �L jr 4'-0' 1 IP BEAM/ 1 I I/ --- PCGKET .J -"I ------. J Owner. 1 la 1 if 1 1 L_______._.. r _ \ �JI _- --��1 \ \ STEVE HILL 8 MARIE WOOLF I ( I O O y Ib'-0• CAM BRIDGE,STREET26 CLINTON 139 \ LI \ ,.p ••II BEAM �"I r I y �M4 L_J L—J POCKET I POCA�T 1 P I I BEAM POGKET I at N, I.d m : r r I � �¢, ��BEAM L_J L_J ), 1 '><a . POCKET BEAM /I I POCKET 1 I 1 Q i II k Sean Doh II--II \ 1 TO.KALL $TOEt.YIAI.L \ `� ------ " '---------L- —i_~~ EL,24'-0I2' 24'-0I2' , 1 F0`JELF 4, 0T.O.SIDLF I nI 1 EL,23'-3 I/4• EL.23'-3 I/4. Lia _r • I _ 1 u+ r • ! IN I' ill L T I 1 r----{II, e I 1 I �r 3-11• 1, 4,4• / kw9�QID PENTSEf �T�.PHALL FA, ! ! Doh: SEE S 205 24'-0 I2' —1 ! ' owe Qee�DY I I b Pcial m —I____rthong Ham BASEMENT / ;-B k 6-0- kJ PLAN / Sheet Number O BASEMENT PLAN SCALE: 1/4"-= 1'-0" Architect: • - - - NENRICH THOMPSSON STUDIOS 33 61.1344000 AVENUE CAMI3INDISE.MA 02134 PM 6n.316-2191 Consultants: Landscape Architect RICK LAMB ASSOCIATES . - LASOSCAPE ARCHITECTURE LAND RAMM,•DESIGN 33 A ENS STREET CA1.U06E.MA 02138 • PH, 6114360-1439 / 24'-0' / FAX 611-354-3331 3'0, 10-6. 2'-6' b'-0' / T. 2w4' /2-4 2'-4 r / / / ^I Shenk! Engineer gini ra,INC. •;sr_/O 5t--..e. -1-_,,,,,-, / �. �J �F7 ./� i rBJroN C0STP,MA 021s4 1. r" 634 COKIO•CALTH AVE FN. bfi-2441612 \ N(/L ` PA. 6n-244-1,32 P oO �j1Y _ v �(]�' 7//�� 09 `J MEP Engineers tip • aK O O LIVING ROOM I I I. '..ilf V" 21, ♦ I 101 I .... :› 7`mk tI I • rtra O A . 1 nw' 0 W �{ _ B11^ IN ■1 P § mY'e T I ��y] �✓ cri A I O Gs1- -- I2 `'3 2k • 2'N t ., 1. \ 6URI,BI3JROOM T-A� 105 r _ r _ .O• /, // .B' // .11 a1P I 104 I Y : J_ O nO 3•. 3•i O av0 O p 19-1 SCREEN RORLH ' I • �. 1 ^ (c) „=„,, 24,5° 7, O ., _ Lr.• ■ • '' 21 21 2 D© 2e ,I "' m O _O\\/MAS I I, �, ' , Oq m ' ' 916}- 2 YY I) I O B co ,.1 H.I T.I BA O OD -3.0 -3'O .0'O trill E'-0'• A N ik II 0-4 \ \ • �.-' `4' -I O 1�I t4' N� O BINLr-IN l�.Oa. /A\ , "\ BUILT-IN �� _ _T_ l "� 34•.__ '3' '` / 3'-H' f✓ 6.O• 6'-4• / 4 ma E� BOOKSHELVES I I ® Z . O " 41 in II O II �_i_ - 1 ea _ c� -i -- II pll DN A ■ ..._■O ■ - ■ BOOKSHELVES la II I _ 3 O ® WALKiN41.05ET R 11 I. KITCIBVDINM6 Y EN1RY I ® 122 I MEM ;41 Fir- . 1 121 I ,- Q a�Y O LI RWM `� • LANDING 0 0 r 3 - 2 =O IIII ! EENCR I\ /k 1 Ole MP P41111, Tre,yy LP911NG i,. IIlir ! -- I I® BAT124 41M 0 \ O ♦ Q II ro uvlNrllRowi _.37 __ ��., . 4 q I \ gym\ fie 11 I L 1/2'1./ M I T N �� T © I YPN m 0 1 3'-Tk• �"2'4'-8k' p Q ♦ B I I ii 911L�r-IN BIILr-M. ♦/ Owner. 'a ?D•.1• f 5k• 26 1• e a �- _BBILH CABINET \\.. \ \ 9TEVE HILL 4 MARIE MIOOLF \ © "2 / 0- 26 CLINTON STREET i 0 o o - 0 0 '�'I CAMBRIDGE,MA 02134 F.1 m g' I 00 4.0 2 ,I 1 FJ W D I ..\_a. CCgg , C3. �IS�„ ;trpT� LAIA✓�Y I 114 T' `•- i 119 1 I ( 0 EL.25'O' r�4� .�{c OER�OAR . b-3' 4 •/ / yam. 10/ II \- SOH.H '� 1L pf 0 @ 0 \- CLOSET .. _ O "� = - I 116 Ig. P n m4 ENTRY PORCH P �'' I ENTRY I 112 1 --'- 1 ��+'trNOF . 0 EL,24'3' yl *EL,24',5 3/4• 6 / iv \ Y //�� II 411 ry H6 kik 1�01D Zp 9 t O E ,11H� . e 9' cr I TrR,'IR"`�■iR"RITY�4eJl Y' " 0 0 0,9'O 03: 3' 3•0 0 0 - 3• Eft T,-2...3 2.�3. 2'-9' 2.•9. 6ty 2,C3. 2.•9. 2..9..2.•3. / !»TF Rc6ARDINB 9 4 o1MBKION.y, �C Et t�l al/ �4.B' _3 f .// �, /-; _J4 I' / I.ALL wtaOM Atv Do0R5 DIMENSIONEDro Ra16H a 04410. Pic 0f.5,2701 ,L 2.ALL OTHER PLAN DIMENSIONS ARE To RCU66 FRAMING. Qno III! MJMOIf • / T-0' �5' b'-4' 'Ay 13-2' / Arvid no /2 '/ 71-6' / truin,, • - FIRST FLOOR PLAN O FIRST FLOOR PLAN A 1 0 Architect: I88LCH THOhiPSON STUDIOS .. 33 61_1384000 AVBUE CAM BRIDGE,MA 03154 PM 64-576-3141 • - • Consultants: • • Landscape Mhitect . RICK LM9 A'F 0IATE, LANDSCAPE ARCHITECTURE • LAND PLANNING.DESIGN 33 ATEIS STREET CAMBRIDGE,HA• . - PH. �93.11 38 • FAX, 611-554-3361 Structural Engineer SIE EL ASSOCIATES,INC. • 634 COM4060 ALTT AVE. 50611ON CENTRE,MA 02154 I-a DECK FH.A 6brr-4-1612 4-rr „ 4'-0• f 4'-6 A 5'-O• r 4'6• , 4'-0' „ BUILT-1N 1NDOWe8.01 FAX. 6Ineers R32 SEAT wTH DRl4ER5 1 FOR • MEP Engineers sroR.•sE 1 --��-- 40 a I L. V ki . in O I O I � . I I 1111 r aY. 0 IIIIII O 0 [■i7�� W r - HALL I I , . - • T `^ rm • 304 O ',, k G I o SET © c`_'ai "—❑ 0 0 0 0 r 0 41 • © Im ' — c� • o IF O � .� t © `a' o "' 0 0 0 O I%K n` 1 ❑ . X <3 q • © O m 5*?, 4s3' 6 �3}• b-0° 5 f, I © , l n111111111F • in P SHUTTERED WINDOW OR U :'-0•KNEE' r ——— . OPENING TO LIVING ROM 1, MALL eaav 3D6 .. >o;, I i "\�I O o' I I . HI 304 i� I __i ____T-. . r 0 !-- 4,--- •® o II _ — 12 � 9 • \•,T 1 .UPPER HALL 319 ® A `; L. I I — ®� 131 t l'I® • W 46) 1 owner 3n °: 5° - I . I I 111111111 3 u1Hi�ONS T WOOLF 314cLeseT O 0 CLOSET CAfER1OGE,MA 03139 L - I 3CLOSE j • I I =� 36 L J -0'KNff 3'-0•KNEE WALL O MALL O O O O • � E� K TH�� • 0 �� ® 1 0 e tm.04 1 cA. 0 0 � 0 ,O I • L • I 2.T3.or3.qi.;3.,3.E z'-l•� '-ii• L 5 4 'EO. ',ED..4 '`ED. \EO. 5. • N Re IDO �t • ❑ — i 1 1 I I `\ C. ISET C'/N, NOTE RNINDON B O DO RS DIMENSIONED � i NE 00 !�1 W I.ALL wN ROI AIID OSS 05 3305 IOIED TO RakSN OPBIINe. Le' t�S.ZVI �` 2.ALL OTHER PLAN DIMENSIONS ARE TO ROUGH FRAMING. QeirGLlll �ic, J SECOND FLOOR O' Q� JP PLAN Niter O SECOND FLOOR PLAN 5r•AI P: ,/a• = I F • Arthitecc I®RIO1 THOMPSON STUDIOS 33 OLEl61000 AVENUE CAMBRID6E,MA 02139 PH, 617-576-2191 • Consultants: Landscape Architect RICK LAMB A55001ATES LANDSCAPE ARCHITECTURE LAIR PLANNINS•DE516N 39 ATHENS STREET CAM BRIDGE,MA 02136 PH, 611-666-1939 FAX, 6/135120/7 Structural Engineer 5IESEL ASSOCIATES,INC. 694 COe4O HEALTH AVE INSY000 CENTRE.MA 02159 PH, 611-244-1612 FAX, 617-244-1132 DECK MEP Engineers r� L�1 I I I ❑ 4,125LOPE 4,12 SLOFE _ I I I LL-- �J J J I — 912,13 SLOPE �� v1 I§ I I I v 1 ELECTRONICALLY OPERABLE O VELWX SKYLIEARS� COPPER COATED �1_J w 4.12 SLOPE WOOD BUTTERS WA-EAD COATEDDOYeSP COPPER O OV H✓B rS INTO DRYLS, 4,125LOPE ❑ ❑ ❑ 11'P . I I I 1 ICE DAM MEMBRANE _I—..- — L— J ❑ I _ I I❑ DECK BELOW 1 L 1 f—— J 4.12 SLOPE L_ J I 1 I I— — i 9 V2,12 SLOPE 4,12 SLOPE — 0. 4 I L__—— — —J 0 0 0 ——— 1 I- 1, 4 ale slope . J I L__ ----� Z J r r- _ 2 SLOPE 9 V2,12 SLOPE 4,1OPE I 9 12,12 SLOPE I r—i I I — I I I I I I I I— I_ L �J \\ d9 12,12 SLOPE 1 4,12 SLOPE I + —— ———— ——T I — L_ i RED CEDAR RIDES VENT- 4,12 SLOPE. / CONTINUO/51 I T- RED CEDAR 5HINSLE ROOF Owner: I ICE DAM MEFa3RANE(ICE N STEVE NULL N MARIE YIOO.F W.O SHIELD)ON ENTIRE 26 CLINTON HA ms L—__ —— 4.12 SLOPE SLOPE THAT ARE 4,12 CAMERIOBE,MA 2199 I 9 1212 SLOPE _-------'----------COFFER R.A.>11RI6 rL J� WN I /ICE DAM MEMANE I— I O I LI J Mcr1ol L x, f rob T 4.12 SLOPE FIX®VELLUX SKYLIGHT I _ COPPED COATED L - J haw VW Riff SETPk tEE Dram OK1f tloid m 19 Ilisre ROOF PLAN ROOF PLAN s<a AN SCALE 1/4 = A104 . Architect 3-1 3/4 X 4 1/2 LRL IDR • 1$&ICH THOhPSCN STWIOS • ��T 6 NI6H AND LOW CAMBR AVENUE 1A 02139 655 6�. 6 b RL 611-516-2191 O 1 3-- 3- x6 co{oN toN� �°�s oN I r .,,,, _ �m Consultants: • I lid• n 3 SON 6 11S 51MP5CN A34 P^ �Q`r� Iry landscape Architect MI FRANG ANCHOR __. RICK LAMB ASSOCIATES LANDSCAPE ARCHITECIVRE \ aT ON• II n tt A P. I"I DASHD (SHOV-eJ LA1D PLATBIINB*OMEN f Y GASHEED)) 33 ATENS STREET 6 'l , CAMBRIDGE.MA 02136 , OH I z w iV FAX. 61/-33413561 , z N Str ctwol Engineer - I�H 634C A'NYIATES,INC. • `` RED CEDAR RIDGE VENT- iH AVE. p O $ o 13 -244-1132 U `R®�SHINGLE ROOF NEWTON CENTRE MA o2L59 o r ' -a . . j i o g ,'IT - _� SHIELD) �ON i RE MEP Engineers SLOPES IHAT ARE '1-'I111[21 111134.11!&I I "' A •• • ICE DAM MEMEMBRANERA 000 00 j� r. r. t' • �- — } _ FIN.FIRST FLOOR \ ON 1 ry P o� 3-2 x b 3 3_ ' BUILD UP CRIPPLE STUD • b 1 x 20' 2 2 WALL ABODE BRG.WALL _ \\WOOD RIMER.WAEAD 4 g �QeM, �T�6 �T0N6 BELOW COATED COPPER '1 °P\-\�O2, POyy O DOHNSPOV15,TIP. PO`'b''''A H &'! '• ` , �fPGH HIGH 3AND LOW LVL HDR M Pr SE NPN6 WEST ELEVATION ROOF FRAMING PLAN o. a ROOF PLAN ® SCALE• 1/4" = 1.-0" • O • SCALE: 1/4" = 1•-0" * sTNuauau� 0 SCALE: 1/4" = 1*-0" • • 1.I-o•2'-Ii'2,3}' 9 4L5k L --['1 -lA1iIRN ,-6- O 12 13 rl� 71 z • FOUNDATION NAL. NS O ` 1 4 //' 4.4 ►—� " O 9 It ,em p J--- -1 CO 0 013.20'-6' E SLIDING .rill"IIIIII C) - DOCK • m'T [ • a m1 p iv 1 I 1 =}U-e.�3, l _A_ kb.2-14_�, SAID .-. 4 / 4 • ® EAST ELEVATION FIRST FLOOR FRAMING PLAN FIRST FLOOR PLAN arm E: 1/4" = 1'-0" O SCALE: 1/4" = 1'-0" O SCALE: 1/4" = 1'-0" Owner. • SIEVE HILL I MARIE WOOIF ` , 26 CLINTON STREET .. • - CAMBRIDGE.MA 02134 L. TNo,'��.• 12 HIEN HEADER , 13 �MC Ni• e i 4 In • 912� " LOW HEADER • •. 'r4 wss • / \ O /I\.. VO 4'CONC.SI.AB-0N-GRADE i .....,.. 12 12 12 Pic 1124 Q W/6 x 6 W1.4he.4 H141F. 4 —14 Nte 4t— ___-_-_..-LL �� 1.4 �' Wien CD-I I I I I I I I l t 1 l ®1�1 -• haz MX RR�ol I uvG I _: \ ) i N, -III', 11 k \I � \ l'.er.I I I I. (. FM.FIRST FLOOR — _ i }_ •• thee EL.Y'E' _3 t Niel la. GRADE EL.16'L' • GARAGE PLANS iJ BDr oM aF roonNG ~ 3O'a / ''-0' / &ELEVATIONS -----.. EL IS'-0' SOUTH ELEVATION FOUNDATION PLAN hnda O NORTH ELEVATION SCALE: 1/4" = 1'-0" Ci) SCALE: 1/4" • = 1'-0" O• SCALE: 1/4" = 1-O" • Shed • • A105 Architect: fe821GN THOMPSON STUDIOS 33 6L@140012'AVENUE GAMBRIDBE,MA 02139 PH. 6r1-S16-2191 -41' Consultants: -, + • I I Landscape Architect RICK LA1413 ASSOCIATES LANDSCAPE ARGNrrECTI VE LAND FLAraMs•DE516N 33 ATs@e STREET RR. CAMBREDGE,MA 02136 P, b0-666-1939 FAX. 611-354-3361 Structural Engineer SIEGEL ASvrlATES,INC. 634 GOH4MONYEALTH AVE. ' ___-_-.__._-.....___ _.__._-._ MERTON 1Nt,MA 02159 PK 60-2441612 FAX. 60-244-032 L MEI fil O / 1s \ MEP Engineers I it ail , O `- .eri_r—m�i��i •;` F FLOOR n®ww \efy0�FLOOR DECK I I f O O OO Rowe-ram 53 FL CHILD'S NORR1 DECK .VNIIIIIIIMINIMpallielle111011.11111111111110mm ENE ENE in. 1 NEE EL.831-11. 111111111111 ii ! I1� . t1II_I11_I IIIIIII III <� 1 .. . 11 I iik AA , ^... AA . DOOOOO O® I O O O O I GHILDS FIRST FLOOR MASTER NORTH DECK 1 T GUILDS PORGI EL 24'1i' I EL 24-5.• IDEG:I SCREEN FVRC.VI ap 1 EL,241-5 F I R' I CD I BASEMENT L J L 1 _. L 1 __ L J w 0 0 ONORTH ELEVATION SCALE: 1/4" = 1'-O^ 11 I I 0 " RED BRICK MA50NQY CHIMNEY WITH E.•PSTO?KJ6RANITE GAP RED CEDAR RIDGE VENT.PlO(GONHNLO/S)(TYP) RED CEDAR ROOF SHINGLES(rYP) 4 2 WOOD BUTTERS,PTD.EfTP) O O O O O GLAD ON.WINDOWS CLAD DH.WINDOYG r� S/4.CEDAR GORNEt BOARDS a TRIM,PTD.(rep) l l l i I I I I e �— Owner. 9 12� RED CEDAR SHINGLE ROOF(TYPJ _ WHITE G®AR SHINGLE SIDING(TYP) —14 © O Y41rTE CEDAR SHNGLE SCRS(TYP) T� - /h O 26 IBRIO CLINTON STREET MA 0 .. SIEVE HILL MARIE WOOL; GAMEIRID6E,MA 02139 GNILD5 SECOND R 1 ! SBGOND FLOOR 12 4 2 O O O O 791/2 • 1 ] A / \ / 4�1� ITFL. _ O O O O _ _I I I I�01 I f 1 I ( O 1 I (1 I (I f (1 I I _ \ - I D B 6 6 r , O O BULKIffAD O O O O ` -,e1 D D • H N � Z111111 ,-- J J J J—J •cTMA d— FIRST STOLE I PRAM 'HI 11 ? —�'I �swn•ors yam Dote LANDSCAPE EL.23'E' MAIN ENTRY PORCH 1 1 FOYER c PANTRY SHED. I.' 111 1 EL.24'O` 0 WALL "E.,2415. 1 1 EL.24'3 3/4. la',..- 1 I ! L , I I CALM ENTRY I I I ���, GLAD FRENCH DOORS WINDOW I IN 1 I 1 1 i I WINDOW WELL 1 1i I m 1 1 1 1 1 BASEMENT 1 1 1 1 1 1 1. ! ♦E..16'-0' -_ - -- -.- 1 � _ —�� BASEMENT Issue EVADE 19Mf SET . TJ r7 -1 fJ r _ 1 - r IJ ----LT LT EL,I6'-0' DIE DEC.S.H01 L ._ _._ 1 L._ ---L L 1 J l .J L __L1-_. _.L.!_. _____ Gall[DM Waite Project m EXTERIOR ELEVATIONS • OSOUTH ELEVATION • Sheet r SCALE: 1/4^ = ,-O - - A201 Architect: • � BL 80AVEN109 CAMBRIDGE•MA 02134 - :. -. . - . - FH. bn-576-2141 RED BRICK MASONRY CHIMNEY KIN BLUESTOWER.ANITE LAP Consultants: ` landscape Architect RJOKL wLK tine A.P.oCurEs ,�,I LANDLAPE ARCHITECT-IRE 12 1I LMO PINdIn1E,p[516N • '_, 4(— 13 OV WHITE CEDAR SHINGLE 51DIN6 MT) 33 ATVB15 STREET LAHgPRIDEE,MA 0313E 9 I/11- I�4 5/4`CEDAR CORNER BOARDS TRIM.PiD.MO.) FH. bl-l-Bbb-IQ'19 _ Ili! FA%. bf1s3S4-336T EI 0 'I .. ] O II�� / \ O O \ C. � StnuturRl Engineer / CLAD AWllN6 WINDOW SIE6EL AS'O�.IATES,INL. -LIAR PH.WNDOWS 634 COWPtlor.IAT TH AVE " .. " FIXED W Nm04y TEB2. NEWTON CENTRE.MA 02154 O I I I I © ` (�CEDAR SHINGLE ROOF MR) FIX 6611-24-17 O- FAX. bA-144-I132 _ _OP ( HOOD EUrIER.FICA cm., 3t ®_ _ �,—_ SECOND FLOOR • \ - - O _ I - _ �!�`+!`\ _ __.`SECOND FLOOR • \ MEP Engineers h� 3 eN I��fIlIl�lll��n;:'�I1�UII���I . - ' 1�14 IIIIIIIIIII riiiiiii.�I o I ► 11II \TIo I I _ ... I I — I o A ■■II K K K O 0 • O O -_.75;FLOOR 9 'eJltid�47�i, %NQR4i�l _ \ i- FIRST FLOOR \ _ _ _ O_- _ O _O __ \ __ ` —.- 1\ flRST FIDOR • \ O 4' A : L, SC.R1334 PORCH 4,. -li.1L4�il�4lt y'.. , -1 yENtRY PORCH .� r-y EL.24-s' EL 34-5• FOYER 4 CRAFTS RM. ?1 _j .•+. I 1 EL,24 5 3/4" 5'+ - - I --_ .S£ - Q " + t'. , CLAD FRENCH DOORS Q I I 1 ]-r .:. - +'1 1, •p1, BASEMENT N9 -II _. \ 1 vim( L 'l EL.b'-0' —T-I -_LI_—EL Ib•-0. hS \. OEAST ELEVATION-MAIN WEST ELEVATION-MAIN O SCALE 1/4" = 1'-0" T SCALE 1/4" = 1'-0" 1 O 12 O I I I I I I I I O A A\ ►-1-1 i TTTT 1TTT �� - ' _ _. ` 0 0 0 0 ` ro 0 EMERIOR SHOWER , -- - _ FIRST FLOCK 4, \ \ FIRST FLOOR 0 - 0- 0 J O / I. - •EL.24•-5 3/a• -, �.w® - ��a•3s•-0• e..2s'-0• r- _ i.J_t�.S!lt..•.S4S'lJ�wTtti,�- --- a I l I I '�' 1 i P 4 I,`' ' BASET¢M , 1 I OEAST ELEVATION-MASTER O WEST ELEVATION-MASTER SCALE 1/4"= 1•-0" SCAI F: 1/4" = 1.-0" RED CEDAR RIDGE VENT,PIP.(L0N1'111YA5)rTYFJ Owner .iii RED CEDAR ROOF SHINGLES(Tn.) - STEVE HILL<MARIE Yg0.F 26 CLINTON STREET CAMBRIDGE•MA 02134 00 0 0 0 ® O O HOOD'BUTTERS.PID.(TYP2 0 © O a © 0 0 0 t ! CUD OH.WINDOWS ., IIIIIIIIII __ - 1 I 1 I _ I 5/4.CEDAR CORD BOARDS,TRIM RD.MP)) a o - p � I WHITE CEDAR SHINGLE SIDnK(TYP) W- 12 —14 - _�_,, CHILD'S,SECOND FL ECHILDS L 34.3 3SECON✓D R. \'b •• - w �• . 12 \;\EL.34'-S 3/4• 0 \ \ Q \._- \gl�s NORTH DECK CHI DS NORTH DECK/ I I 1t1 RationMe /\ A / I I / ___ _ t. 2 1__ 4.%: I. \ - o `\ - \ c _III 77____----BENCH 6. ,, ,f \�\�, o o o SCREEN P Z6iA O O o— O 1 I1li 1 11 11 IL111 111 I \ CNILD5 FIRST F�pOR,. CHnD5 FIR5T FLlAOR -____.O s O O C. "O p EXT.SHOWER.DECK . a..2a'-s' \\EL.24',5 3/4' —Y \ \ 4 � I -N �.24'-5 3/a' EL.24'-5' �& 9RaMG 7tOAt g1 LHILD5 FORGE i ' I FREH:11DOOR o m . _.A -___-- -- --- \ B AffNT -."r.J - ----- -—"---- --_----' - H -— CD EAST ELEVATION-CHILDREN'S • CD WEST ELEVATION-CHILDREN'S .SCALE: 1/4'= i•-0" - A202 SCALE: 1/4" = 1'-0" Architect: • i�tICN TIIOTP50N STUDIOS • 33 6LEIdi00D AVENUE GAMBRID6E MA 02139 FM, bIT3lb-2191 Consultants: Landscape'Architect RICK LAMB A GOTATES LANOSGAPE ARCHITECTURE LAW,PLAM11N5+DESIGN 33 ATENS STREET GAMS RIDGE.MA 02130 Ffi 6A-060-1939 -- FAX. 6ri—i4-330-I Structural Engineer 51E6EL ASSOCIATES,INC. 634 GOFMONI EALTN AVE NE W rON C350RE.MA 02159 PH, 60-249-1612 FAN. Err-244-7T32 MEP Engineers • FT iF I 1 CHIMNEY(BEHIND) Ll H RED CEDAR RIDGE GAP OVER 1 GONTINIOUS WOE VENT I 2-13/4 x 14'LVL RIDGE BEMI (SEE STRUGIVRAL) 4, DORP0t(6ETOI0) I ILW ,'i'��' :01T ' ' '/�,.,,', avalvlNG ROOM 1N THE, - oil,,`'• � • \Al,'�/,.� 3%4••Pi»SwvROORLOOR-HO.FLOOR CONSTRUCTION 0OD SECOND Fl rwP O MI/. 'IFAm I I :! � -BA 51IN INSULATION (`..�STRUCTURAL) _ O �'r' 4 • ?::\ -3/4•V-6ROGVE 1ON3LE AND GROOVE TYP.ROOF CONSTRUCTION j' ." \` \ ,/I:\ -156 BUI DINS PAPS ' CLOSET j CLOSET �� -5/6.EXTERIOR PLYWOOD ;.'T ;V:41110* 1208 I 214 • 1 -1•CONTIRIOUS AIR SPACE '.. I , I �.�•� 2-13/4 X II V6•LVL BEAN -BATT INWLATON-R-30 _� �: FLUSHwTHFLUSHwTNFLOOR -2x105O Ia'OC. STRUGTURAU• F�_ _,= .'� ' ;I JOISTS(ST.4td)IN WALU b MIL VAPOR BARILE32 a ,�,L,� - = 1 l \ \\1 10'9 (SEE STRIGTWRA) -3./4•STRAPPIN6 SECOIID BOOR f '`�- —_ ! 1 • AllIP. -3/4•V-6ROOVE TONGUE 1 GROOVE EL 3s NIA T 7 iLi i2 ,s ill FUED _ yv EVTIER }I i I lI TRAIYOM ll iI 1151\ ••1%1 •-11 `' -� INODG®AR FASCIA " }---1 — ts 1 CONTINUOUS EAVE VENT DINING ROOM / -�� 10R 5/4 CEDAR LASING Q BEYOND KITCHEN I _ . S? - II BEYOND BEYOI✓D I / !�7":': ' SEALANT KIN BALKER ROD II j I 1 ILLI l / = I ALL ARAW WINDOW T. SCREB1 PO'H iN-5WING I I I:: - 1 GLAD DOUBLE NUNS WINDOW FRENCH ODOR ■ ! II !I I F. I -T3/4'ALL O CONSTRUCTION TONGUE AND GROOVE / I I lii� - 1 -6 MIL VAPOR BARRIER SLRf$1 DOOR ! 1 ,l1 ! — -BAIT INSIA.ATION-R-19 PLTHOCV -AIR I VA: BARRIER gg g25�• :.1:-!,.,:*_.4.;:,,, -w11TE CWAR51aN6LE5-5'T.TYL Owner.5C.i2®1 P10RCAf ti� / - _\\ V2'ANCHOR BOLT O4'-O'OL.II • 11 ! I — e�•�111y;.:.. .... ��� 1SIEVE HILL� naerARIE WOOLF FlRST FLOORira• —_�. II III, iNl 1101• •0•••••••• ••tjj I I 11 •. ■1 __PRG�fJ1Re rTtFA,TED 2 x e5 _ ___ 041426 00"TD65 139 Nw ■®� 11•••NN••N •••• •� 1�•�i1 • 1 ••T• •• • • TOP 4.WALL■i■■ a,2a'o Irr GRADEa u TOx Ih, .`' EL.Dsl V2• 1 , TOP OF SHELF fi I I I - a '}" Tr V4•SILLI I I I �7t _ "E..D'3 V4'N 1 1 1 uEg7fE'!ii 1.. I2-13/4'x IB'LVL TYP.FLOOR GONSTR cTION a FIRST ROOK . EG .,- I 1 1 I F —. \ (SEE STRlGT1RAL) -3/4 FINISHED FLOOR-HOOD 2.55 f3-t N ?F plj' I -V2'CLIMATE PANEL-RADIANT HEAT -mkt ln li ¢.° +< \\y r 11T - 3- 9/4'x Ib'LVL -9/4'PLYWOOD SUBFLOOR Y 945 o IV OG. atr yj __J__L_ J__L 1 r •• \ \(SEE STRLCTRAL) -B x T IN 1'+x1'i� GPTI:.01 X'„ r I-11 l -; CLOSET \ 3 12'DIAMETER LALLY -BATT INSIRATION f O L____J L____J lt --Rai_.. GOLaM+.TYP. ,..L t O W- anun y 11 En 1. -. n _ TUFF�nRyow EGUAALL SYSTEM- Y j TYP.R00Rox6 GOl6Tt1GTON a BA.,En- r LL a 2•RIGID INSULATION r`q-¢ II -4•c1NGRETE FLOOR �ilL1 j•1P,11 2+s5 �xJ[ T: I _`t- VAPOR 4B x/Ydtwl� Trrp1 iE -b'GRAVEL FILTER FABRIC OVER 4' , BASEMENT ' L - � PERIMETER DRAIN "EL.Ib'-0' ._ 1�.. 't -- __ _ _ --. _ __-——-——. 5.. •So•tiv� cEt; re9'.•t92.. Ba��.`s,d8'^,.�a�„y$ 4,y .. ._ _ __ L 24'-0' n,-0• - kit BLUM PEW SET / / kr EEG 5,2E01 . Rani RO thdelBO hoist rn Thug la. BUILDING SECTION CDBLDG.SECTION @ MAIN HOUSESlut listen SCALE: 1/2 = A301 • - 1 Architect: 1/4.6AP BTYPI TOP OF JO15T5 4 TOP OF LVL HENRICH THOMPSON STUDIOS BEAMS,TYP. 33'I NWOOD AVENUE • CAMERIDGE,MA 02139 FLOOR SHEATH FLOOR SHEATH! CONCRETE PH. 517-576-2191 "^^'� 1.ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE y�•I l\ LATEST EDITION OF ACI-315,"BUILDING GORE REQUIREMENTS FOR �� I I\I y��� 1 \I REINFORCEDCONLRETE•,• Consultants: 2.LONGFoSTIN65,HALL0H,I. RIOR'SC SR ONARADEEAND OTHER AS FOLLOWS. VENT�.O11ER5 CONCRETE NOT OTHERWISE SPECIFIED-3000 P51 Landscape Architect • 2410 BOOR OM 2x10 FLOOR EXTERIOR SLABS EXPOSED TO WEATHER-4000 PSI. RICK LAMB ASSOCIATES LYE SIZE VARIES- JOISTS 3-2 x 12 L4x41V4'.T05 LONG W/ I LANDSCAPE ARCHITECTURE LAND PLANNING a DESIGN `SOLID VERTICAL JOISTS SEE FRAMING PLANS SIMPSON U210 HANGER TWO 3/4'm THRLLBOLT5 STEPSON ROOF SHEATHING 3. REINFORCING STEEL. TYPICAL- ASTM A615,GRADE 60. STREET ArrENS ELKS.0 ALL FOR SIZES np EACH LEG,CUT ANGLE FRAMING. WELDED WIRE FABRIC-ASTM AIRS. C3AMBRIDGE,MA 02156 POST LOCATIONS TO FIT WITHIN ANCHOR Ili:: MI $IAP,�ON LALLY COL. ,,,,,TO PLANE PH.: 61T-86H-1939 LVL SIZE VARIES--SEE LAP,SIZE VARIES- III it 4. THE LQNTRAGTOR SHALL SUBMIT A CONCRETE MIX DESIGN TO THE OWNER FAX: bIT-354-33HT FRAMING BANS FOR SIZES SEE SCHEDULE ON FOR APFR LORAAi LEAST TWO hEEKS PRIOR THE FIRST PLACEME`IT.. FRAMING BANS �2- 3/4 x II l/H"LVL III 2x10 RAFTER 5. INSPECTION AND APPROVAL BY THE OWNER OR THEIR REPRESEMATIVE SHALL Structural Engineer SIMPSON LALLY COL.GAP. f III IN NO WAY RELIEVE TIE CONTRACTOR OF THEIR RESPONSIBILITY TO PROVIDE SIZE VARIES- L4x4xl/4'x6"°LONG W/ SIEGEL ASSOCIATES INC. QUALIN CONTROL,MATERIALS,AND WORKMANSHIP FULLY INSURING THAT 634 COMMONWEALTH 021S SEE SCHEDULE ON FRAMING 3 12'0 GONG.FILLED TWIO 3/4'm THRU-BOLUS THIS WORK WILL CONFORM TO THE CONTRACT REQUIREMENTS. NEWTON CENTRE,MA 02159 TYPICAL LALLY BANS TYPICAL LALLY LAW COL. EACH LEG 6. NON-SHRINK GROUT SHALL BE'EMBEDGO 153'BY MASTEP.BUILDERS, FH: 61T-244-1612 COL BASE PLATE COL.BASE RATE B1`�1e ;gUO6R0UT'BY SONWEBORN BALDING PRODUCTS,"FIVE STAR GROUT"BY 3 Ir1'0 CONC.RILED FAX 61T-244-IT32 WU2-1.'m ANCHOR LALLY OTIC COL W/LTS-P-A ANCHOR AT BOLTS-PLACE OR BOLTS-RAGE AT BS.MOUT CORPORATION.ARE EQUAL AS APPROVED BY THE OIW�R. MEP Engineers DIA6.CORNERS 4°LONG.SLAB ON GRADE DIA6.CORNERS 4'GONG.SLAB ON GRADE �y}N. = )♦ I' STRIL'TWAL STFFI y.' ' 'Y IiY Y p Y SR 4x PNrt (kY, " " 'o'x 11 l' O I. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE-OF S' N9,U, '66 F Ff7%. IS �1 I'-0' of ILL JI I•-0• LVL RIDGE BEAM STEEL CONSTRUCTION.•SEECIFICATION FOR STRUCTURAL STEEL BUILDINGS", * gTMx UR.1L l]` ^ _ hV2-ROWLS 16d NAILS o 12'm.c. LATEST EDITION. • < T i-U OACI (SEE RAN FOR SIZE) LATEST °Mw q.� • 2.STEEL BEAMS,PLATES,ANGLES,AND MISG.,FABRICATED U �I • .OEU plJ h, 0,-,,,,,,,.,.�tb' HARDWARE SHALL CONFORM TO ASTM A36,WITH A MINIMUM YIELD STRENGTH �) Ip , g O�M ,Q, TIE((... I .NG.FT6. p�I� , -g go,_, �eN�r � OF 36 K51.RECTANORLAR STEEL TUBING SHALL CONFORM TO ASTM.4500, L /NCI V r�J2.4° "7:. N. o,� j'',/� .C.-0. ,, .EEG. GRADE B.WITH A MINIMM YIELD STRENGTH OF 46 K51. / fd15HED�/ I LRI15VffD�/ I J 3. ALL STEEL TO STEEL CONNECTIONS SHALL BE MADE BY HIGH STRENGTH 1 STONE STONE BOLTING WITH ASTM A325 BOLTS.STEEL TO CONCRETE AND STEEL TO WOOD FIELD CONNECTIONS MAY BE MADE WITH PATH A301 BOLTS. . 4. HELPING SHALL BE WITH ETO XX ELECTRODES. O TYPICAL LALLY COL.DETAIL C") TYPICAL LALLY COL.DETAIL O RIDGESCALE: 1" _BM.TO RAFTER BM.CONN. O TYPICAL RIDGE BEAM DETAIL(oveee FRAMED) •5.STEEL SHALL BE SHOP-PAINTED WITH A MODIFIED ALKYD PRIMER- " NO CUTTING OF OR OPENINGS THROUGH STEEL WILL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT_ ROUGH CARPENTRY 2-II T/H'LVL RIDGE BEAM I.ALL ROUGH MERICAN TN WORK OF SHALL BE L NSTR TON TIMBER C/1 WITH THE AMERICAN INSTITUTE AI TIMBER LONSTWICTON TII-®ER V I ROOF SHEATHING CONSTRUCTION STANDARDS'-AITC 100. 3/5'STL.PLATES WIOx19 .0 BENT BEAM 2.WHEN NOT I IIERWI5E IDENTIFIED,ALL WOOD BEAMS,JOISTS,RAFTERS, WELDED TO ENDS WEB TO WHENO HEADERS,STRINGERS,PLATES,AND SILLS SHALL BE SPRUCE PINE FIR 92 R OF STEEL BEAMS PLATE OR BETTER,WITH A MINIMUM FE=HTS PSI(SINGLE USE/AND F51000 PSI 4"N (REPETITIVE USE),AND E SHALL BE 1.400,000 PSI OR BETTER. PLATE TO L4x6x1/466°LONG W/ wE8 3. WOOD STUDS MAY BE EASTERN HEMLOCK,EASTERN SPRUCE,OR HEM-FIR RAF ER GOT EMEND TWO l/H'm THRU-BOLTS I'4' GRADED'S1VD°GRADE.n2 OR BETTER RAFTER GUT AT OIlT51DF EACH LEG(ANGLES / HALL HA,A _ OF WALL SHEATHING BEAM p5 ALTERNAMAT BE WELDED TE) �I ',Eli 1E0 n E-2pOOp00 PSI AND 14,2 5 EScL LVL BEAMS SHALL BEFYE SA-LAM' C�. TL'I/2.x5 I/4x10'LONGLvL AS NOTED ON F� WITH/2'm LAG.BOLT BY BOISE CASCADE.NO SUBSTITUTIONS WILL BE ACCEPTED,UNLESS EACH SIDE OF WEB.0 A� Ilk WIO THE ENGINEER SPECIFICALLY APPROVES PRODUCT SUBMITTED BY IbliTHE CONTRACTOR. 1. 1 3-2 x,POST N'I 5. PLYWOOD WALL SHEATHING.ROOF SHEATHING,AND SUBFLOORING SHALL O 2x6 PLATE • L4x6x1/4x6'LONG.( (2 JACK i KING STUD) BE APA GRADE,TRADEMARKED G-D INTERIOR WUIH EXTERIOR GLUE. O 51M�SON 25 HURRICANE TWO 1/5'6 THTd)-BOLTS 3-13/4 x T 1/4"LV SUBFLOORIN6 SHALL BE 3/4'THICK TONGUE AND C120OVE,AND SHALL BE TIE,FASTEN To OUTSIDE EA4H LEG. 3/5'STL.PLATES WITH TWO ROWS 1/2'm ROOF eLLE°_..-SHE TO ATHING SHALL BE 5/5'THICKSHALL'BE TONGUE ANp JOISTS WITH AN APPROVED ADHESIVE FRNM TO"AILINS. OF RYWOOp SHEATHING WELDED F DEL TO ENDSiHRLLBOLTS O 12b.c. GROOVE OR ALIGNED WITH METAL H CLIPS BETWEEN RAFTERS.WALL 246 STUD BR6.WALL SHEATHING WITH 3-3/4"0 SHEATHING SHALL BE I/21 THICK, 3-3/4"0 ASTM 325 BOLTS EACH SIDE BOLTS EACH SIDE OF WEBS 6. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER WOOD 15 WITHIN H"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION,SHALL BE PRESSURE TREATED. T. JOIST AND BEAM HANGERS SHALL BE BY SIMPSON STRONG-TIE CORP. THE CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURERS FASTENING REQUIREMENTS. O TYPICAL HAVE DETAIL O RIDGE BEAM @ BENT PLATE O BENT PLATE @WALL 5.UNLESS DETAILED OR SPECIFIED OTHERWISE,PROVIDE AT LEAST TWO JACK I � 7 SCALE' 1 O" STUDS BENEATH ENDS OF 2:12,LVL,AND PARALLAM HEADERS AND BEAMS. WHERE POSTS ARE CALLED OUT A5 MATIPLE 2xS,SUCH AS 2-266,3-2x6, 4-246,ETC,ONE 2x SHALL BE POSITIONED AS A KING STUD AND THE BALANCE SHALL BE JACK STUDS. 9.FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL I/?' DEPTH BLOCKING BETWEEN JOISTS AT MIDSPAN.FOR SPANS EXCEEDING 14 FT.. PROVIDE TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN. 10.GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL,OR HIGH 1/3' 3/4" - CEILING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE ' • I THE UNDERSIDE OF THE ROOF RAFTERS.THEY SHOULD NOT BE INTERRUPTED BY ANY HORIZONTAL PLATES OR BEAMS,UNLESS NOTED OTHERWISE ON THE DRAWINGS. II.MEMBERS WITHIN BUILTH,P BEAMS,WI-ETHER MADE OP SAWN OR ENGINEERED LUMBER,SHALL ONLY BE SPICED OVER SUPPORTS. • . 12.PROVIDE SIMPSON HI OR H25 HURRICANE TIES BETWEEN EACH RAFTER' BOTTOM AND IT'S BEARING POINT. 13.CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.IN • GIRDERS,BEAMS,OR JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER 5 I/2' THAN U5 THE MEMBER DEPTH NOR MORE THAN 2°IN DIAMETER.AND SHALL NOT BE LOCATED NEARER TO THE END OF THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF THE SPAN UNLESS 1/4"RN 1/4' REINFORCED TO MEET STRESS CALCULATIONS. q/Ib'm HOLE P.4 IIM 2 3/43/4 14.AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOUR VERTICAL WOOD Owner LOCATIONS BLOC.KIN6 WITHIN DECK SANJWIIZ TO LINK UPPER POST WITH LJWER Ste.OAT.MATCH UPPER POST SIZE. OOLF 3 STD. "P� gm 116• CAMBRILLSTEVE+IDSEe A MAR0121E 39 26 GUNTON STREET STI 3 9/16'I D./ • I/2•x5 I/2•x6'ST..BASE PLATE O TYP.LALLY COL.BASE PLATE • SCALE: 1 1/2" = 1'-0" No. Relism Dote Ewe BMX Milli SO Dale: DEC.5,PODI Draw ended: . • Project no. Dewing Now NOTES& • DETAILS Aced re • s100 • Architect: HENRICH THOMPSON STUDIOS 33 GLENWOOD AVErVE CAMBRIDGE,MA 02134 , PH: 611-516-2191 • Consultants: Landscape Architect RICK LAMB ASSOCIATES LANDSCAPE ARCHITECTURE LAND PLANNING.DESt6N 33 ATHENS STREET CAMBRIDGE.MA 02136 - PH: 611-6664939 FAX: 611-354-3361 Structural Engineer SIEGEL ASSOCIATES,INC. 634 COMMONWEALTH AVE. r ---, NEWTON CENTRE,MA 02154 . I PH: 611-244-1612 FAX, 611-2441132 I r. _.I 1 Ici - ---- MEPEgon* srxucruant I--7 I I s'2' -'4-i0 I I 1 .- 4:i w I 1 i I I 1 ❑ I I 1 8 I . I r-7 L 1 - r =0 I I 1 r T� 1 1 1 O I 1 I L_1_L J � - .`1 1 w I ! 1 r--1 r-7 r-I :----------'----- -'---1CD —__ __.— 1 ;O` P:' L._._ L_._i LJ_ I D L 1 I 7- i k_i1 J �O foe 1 I O CP 1 0 1 O I 1 O a I O 1 0 ! 0 j' 1 I 1 .� I -: I --J -1 L---- - WITH6xb W1.4M1.4 WWFI -----I 4'LONG.SLAB ON GRADE -�----- /// 1 _I Owner: 1 i SIEVE NILL a MARIE WOOLF '-____.___ r `t ---- 26GLNTONSTREOT • I ] r-r r-, -'-'--._ GAMBRID6E,MA 2 139 ' c I I O 1 10 I - _ L_J • I 1 1 I 1 c i I O• i • .--- r0 IC I L__J L_.J ; 1 I No. Revision Dole I I O 1 ' (fin I L_.__' _ __J _____.__..____ I I law MC PRE SET I I Me DEC.5,2001 i km Necked: i cow,co .WALL Priact no. FOUNDATION,TYP. Dmyg Nana II____. . I I - FOUNDATION • ---- -----1 - PLAN Sari Number. CD PLAN 0 • Architect: HENRICH THOMPSON 5TIA105 • 33 GLENWOOD AVENUE • CAMBRIDGE.MA 02135 ' PH, 611-516-2151 • Consultants: Landscape Architect RICK LAMB ASSOCIATES LANDSCAPE ARCHITECTURE LAND PLANNING,•DESIGN • 33 ATHENS STREET CAMBRIDGE,MA 02138 PH. 611 86e-1534 FAX, 611-354-3381 Structural Engineer GEBEL ASSOCIATES,INC. 634 COMMONWEALTH AVE. PH CENTRE,MA 02159 --- PH:: 611-244-1612 1 I ` • FAX, 617-244-1152 -I • MEP Engineers I r'---'---� _- _ - I L--=pr -2-xe � 'u_ - mc • „„!mo 1.I • m /O x m i m • 1 v 1- P054 ON• i L___ _.__li r -1- - -•i d'\-• , x 1 4 .1. v0 • ! j , l • V e v bP 0 a • hCPP' / • � Tom,NR' � ON R®P 2-2x10 __ _ _ __ _ PT3 2x6 TY.P t - Pp_ 11 J w ,. i �J// t —" BEAM PaKET I'. PT 3-2 x 0 I_� C-TI \ 1 O 7— _P oD""• -r3rox 4-Ini�4.a- ._ ____ _ __ _ ____ _____ - J._ Fri 2.ID - J L__; L 11 \!__ 1 O 2,8 8 16 O4 ' �. _ _._______.___ __ 1 DEEP FOOTING N1 -i _I. 'f, . ,._ . , , , , w ry 1 x 3•6'0C.MIN. - e. 1 [ i ------ ---- , . . P---'--Li 1; I . SIMP50N U210 HANGER,TIP. ; 2 x 10••16'O.0 ' [' 2 x 10 a 16.O.C. 1 PU.:O� 1 Z ,. ! _ , I :yam O O p ' 711 . /v 0 /./ 0 _. .__.__.___.___._.._ .._.__._._ _ r © ✓ Of i e— C I f OSS ON —- 0 SD ry m ry _ 2- 3/ x I/2 LV4 l+� r 2- 3/ x IR Lvt...c. _T """I L"-_.l SIW'90N V210.3/ (. __._ _._._ _ "-.___, Im I J L-J OR -Qx12 �__.-I • ORB 2x12 --- 1 - _ BEAM POCKET I 1 j 1 L -. H I I .I 1 I B 1 2x 0.16'OL. ' P "-" Owner. , 2x1•�/ • [ 1 ----- _L-___-_..-_—__� 26TEGLINTONSMARIE WOOLF p� l (- i / • CAMBRIDGE,MA 02134 c 1�� _:--_.l— _ L 1 - L 2 I:/4aI6.VL L_ -. •- I BEAM POCKET 1j T/ I BEAM FOCKET BEAN POCKEt --_...PT 2 x 8816-m.C. I'1_ .S\fr ._.... INSTALL ALL SIMPSON LALLY I f"_ Pd P• r__1 --. • COL.CAPS AT ALL(ALLY COLS. iiIi 3-I3/4 x 16 LVL I SAP: COL CAP, 2-13/4 LVL'S SIMPSON LCC 3.5-5.5 ' I BE,t,M POCKET 1 3- 3/4 L`!L5 51MFSON LGC 5.25-3.5 BEAM FgGKET 3-2 x 12 SIMPSON LCC 45-3.5 • t I No. Revision Date I, I _._.___— PT 3-2x8 - i _..— I l r"— • z•zxlo' _ i LSk: .—. KM RA Y1 I t.Dole 0[C 5,BIDI DBE 5KW: I BOO al. 1 namg Nam J I FIRST FLOOR FRAMING PLAN • Sheet Raba: O FIRST FLOOR FRAMING PLAN • • SCALE: 1/4" = l'-0" S 102 Architect: HENRICH THOMPSON SFWIO5 33 GLENWOOD AVENUE CAMBRIDGE,MA 02139 PH, 611-516-2191 Consultants: Landscape Archaect • RICK.LAMB ASSOCIATES LANDSCAPE ARCHITECNRE LAND PLANNING.RESIGN 33 ATHENS STREET CAMBRIDGE,MA 02133 PH, 611-663-1939 FAX, 611-354_338T Structural Engineer ' SIEGEL ASSOCIATES,INC. 654 COMMONHEALTH AVE. • NEURON CENTRE,MA 02139 1IB 11,.�J1� Eli, 61T-244-1612 FAX, 61,244-1132 .N MEP Engineers posr� Osro_ _11 . �1' __1 �� 6oz ON tr'�rs�Ve•�. PSOLID e it .— 3-2 x 10 --ilk■II BRG. BLOCKING 1'IPILBEWN NFN0. III G ii . sfw nuwoe III Gam'°" III? . ; 2.2=b iI i RII�►II bxb DN ��4c,�,,I;/. • III -Ill �u1 POS 2 2x mII • . mlllll • II 12 0 rR7Fo F MI T5 c ON .III. i�ii m . Ili 4 x 6 POSTS TO BE FULL HEIGHT. ��II USE 51FESON THE,HEADER HANGERS O POSTS. ON I PAS I. b � II,p Ys°N I! x II C/) ICDIR �� > 12-;9N • II e 2 2 x II "S 1111111111= •F 'PI VERSA-COLS.SHOVER BE CONTINUOUS FROM ' IIIIIIIIIIIIKIz - - _ _ _ FLOOR TO ROOF-NO INTERMEDIATE WALL 2-13/4 l _ - _ _ :I_ PLATE. P. I i .•�.E STS BELOW A�RMINI I RyP \FiN\ �o5P \G" O DORMER WALLS,TYPICAL O 30 I I 3 2% %6.IE PpU- • Jam'�)- . 1-4 0 Q ' m 6 I I• ,04 S-1 3/4 x/1/4 LVL 3-13/4 x 1 I/4 LVL PAS°N pp6t ON _'.y'( S OCD 2% V U i11� „Wr3-3x6 3-2x6 ' 3- 7. , ry O 6 0 2'(O COLLAR TIE x 2x6 !pi 2 tON G, . P N m 1 11 1"I1mj ill . 2 2/ � 2 N �A I ry °y SIMPSON U26 3 -_ �- W ry t; 3 1 I— Im �JCp ;-i3/4x HANGER lilt I 'm m 'a'6 3-2z8 3-2 x15 3-2x0 • ON+6 _3_; ___ nl111- A�\ON 2 q- `.__—_ —4—E I/ LVL . i� i• ___________ P COLLAR TIE 4 Y —T 3 3/ I/2 - 6. 3-2x6 — _.- 2%6 ,,0 .2x6 I-I I Y III .III q 2x � + III 1 SON _1'i° 2 SON 1 I 1 , /� //a 'J015TEVER G 1-4 • POS p09 P� ABOVE I{�L^, AI, .. HANGERS ,_ I" L �a — Im n Q _-i I'`a F1I 3-2x6 I �,0A 1 3 2xb 3-2x6 3-2 6 le 2 x.0 Q, pf IGG I I V W I LANDING • LOHU SHOWN MALL O L� vim.�\ \ m \ 2x6 O m F W F Q1 • ATCHED) I p05 _ Q ?PP'ON E I .1/2 ® \I_I 3-2xb 3-2 x 6 3-2xb — P-!1_______. —__ I lg• l.. ti 0 '1 L 3-2 x 6 1I "sli +. _�T..- im 3= 3V 9 \� �r 0 n 0T i/6 G). CANTILEVER x .H11515 OVER n G® WALL AT BAY I t m • 1,=' 2-2 x 10 SIMFSON U210 l 0 ' - I O waits b n t)1 3 1 3 S1— — S 3,t 2°i'S ON OST CAMBRD'GGE,MA02139 !iI!II:IIL P(N P(fj N6-_ 7. � I , I m2x 2x • IP�t \ -, �2+ ,93 s 111111' gU! IIII1IH 211 2-IH HUH-LOOP OE LVL JOISTS AM Z ON A-t ON FLUSH IS GALL) JOISTS -_ P� POy (STAND IN 49,.... FACE OF DORMER ABOVE •T ✓u _ No. Revision tel p., II---11 __-_ r6 3-I3/4 x11/4OIL 3-I3/4 xlI/4LVL 3-13/4 x1I/4 LVL I �,s., i I ._ ----- s 3-2-2x6 3-2xb }__ 3-2 x 6 m \pd'/t 6 \vet 6 \d'S \�t 6\p,1 6 P P P Awe. MEND POW 91 Oak DEC.5,2OO1 Rorie Checked RoM1 R. k^9 None SECOND FLOOR • FRAMING PLAN • O SECOND FLOOR FRAMING PLAN • Sheet knbec SCALE: T/4" = i'-0" S , 0 3 • Architect:• • ' HENRICH THOMPSON STUDIOS 33 GLENWOOD AVENUE •CAMBRIDGE,MA 02139 PH, 6YI-516-2191 •• Consultants: • Landscape Architect RICK LAMB ASSOCIATES LANDSCAPE ARCHITECTURE LAND PLANNING.DESIGN 33 ATHENS STREET CAMBRIDGE:MA 02133 PH, 611-868-1939 - FAX, 611-354-3381 Structural Engineer • ' SIE6EL ASSOCIATES.INC. - 634 COMMONWEALTH AVE. - - NEWTON CENTRE,MA 02139 PH: 611-244-1612 FAX, 6,244-132 3 6tD ram`' - MEP Engineers ! r 4-. v npor 11 3-2 x 10 HDR. 3 _ ��Steax - — J �..._ Sacs $ 0 �nw.a� t ° i- m _ I. Pit. r 1 CONNECTION: vm Gm. x 4 z I/4 x 6'LONG AN6lE EACH SIDE OF RIDGE BEAM WITH 2-3/-8 DIAMETER LT v . ° II 'I TNRU BOLTS EA.LE6. i J II • 1 6P4.WPLL 8BEIu'1 O QSIM. ae' • ilia 3-2z8 _ilimi- _ 3-2x8 1p��(a� ri 3-13/4x91/2 ' OW �0 4.0 i. 1111 X ■� 1 �111111 tt ......... 3. gTOh" _ —*ON t0 NOR,A b Po5. b _ O CD t!I •_ •_ IIIIII III .-7--- .21 ' F".y1 .yl 1.2%pN 2-O'aN ° INSTALL3-2xbHEADER AT -��_ pR t -•iiiii mEWA n S'_ WINDOW(CLEAR 5PAN1 b _ 41 Ir I I IF II • O7_0 n g 'j ON A%6 OH T�6 PORCH RAFTERS OVERFR/aME II II 1 II I . 11 x '` O �� t4 pfft '� '�' �© MAINLIVINGROOMRAFTERSIII1 MER WALL ^_{- 61M. !SHWN GASHED) II I 11 11 I 11 11 I I W .SIMPSON A34 FRAMING 3 '' 4 ANCHOR TYPICAL AT ALL -� y I .. SIM. RIDGEBEAMS TONG ,,,111•1�,,,I,1MEI � ®111 OVERFRAME. • ?r4 O IIIFiIIUP! iu1UIIIIIIIlY!;I %/4 I926 VLI. EB 'I� , T � ANCHOR TYPICAL AT ALL RIDGE BEAr•IS ICI.=71 - I'll" -1-Fli goo II PUt tom` " 0 _—_ _VOS' tfilleigilli • ... �A1 t -ill.. I 11 %' 3• /QO`�tON i s'•'W ll z Ell 1 1 Il n di IiiiiiiAlifillo I1 ( �>ks , Owner: I 0 ir c tats v"II I ' IWilf ' STEVENILL1MARIE WOOLF I. 1 II _.kil C6 CAMBRIDGE, `MAEET -„� —— I2 10.I6.O., 1 5-t 3/4 x 9 1/2 LVLGAMHRID6E.MA 02139 81 MANLIVINSROOMRAFTERS '/ ' l(SHOWS DASHED) QQDBL _ _ ' • BRIDGE WALL BELOW K p • _ ' DEL ° I - A x HEADER TA7 'x E P TS TYff EN BAC1i WINDOW- 101 lig . NA Rensal Dale 2x10a 16`O.0 Issua-_ —_—._--BfYdM'POW SET Date: DEC.5.2011 • Dram Checked Project as Drying Nate ROOF FRAMING • PLAN Shed thinber. O ROOF FRAMING PLAN - SCALE 1/4" = 1'-0" • • S 1'04 . 1, h 19)/ � • a Woolf - Nill Residence 138 Harris Meadows Lane Barnstable, MA NOTES: • • 9• 5' 1 -or IMMO propstine . 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DATE REVISION BY 21. - � / ® ` rr 5 r �►M ,a - , � I 24 job MRICK LAMB ASSOCIATES � APO!S --.'s. \ \ , A . ���yr, 22 .• . ii LANDSCAPE ARCHITECTURE LAND PLANNING + DESIGN iCe, . i______ -_AIL' '•., ? 33 Athens Street Cambridge, MA 02138 M ► `� �, TEL. 617-868-1939 FAX. 617-354-3387 Garage ._ Woolf Nill Residence, , MA ll Firch . % , ..� ,.� W - ` i R sd ce, Barnstable 22 � _�,��3'_�'i .!. �... Plan: ,� irv . . • a General Grading Plan AIL i SePtiOt . . -44„ ,..... i '''''''‘' " ..-. yti - r rrrr-r- - _ rl�-■:-rr. .— —•mom.—..1... r. -.. �. ..ur-yrammr. -.■m rya".9L■ .ri.+rrrw-r r-. fir.• r�. r Y � ; 72to.0r r Spa Location -�-�.. ,, is Property7450.7" L'rne , 1:10)..cHus4).77, DRAWING TITLE • '� � . r • 4 �_-ti • Harris Meadows Lane Alk .... F f .r IN▪ 4/0 5.1e • 1111, i„IIIN1, NORTH STAMP OWNERSHIP AND U.F OF DOCUMFI ITS / DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE LANDSCAPE ARCHITECT. THESE DOCUMENTS ARE NOT TO BE USED, IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES, OR BY ANY OTHER PARTIES, THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF RICK LAMB ASSOCIATES. SCALE: DWG. No. 1l16" = 1' 0" I.../k 2 DATE: Revised June 25, 2003 Revised July 24, 2003 • Revised August 20, 2003 ■