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0060 POND VIEW DRIVE
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I I � �.�, � ,�:, - ,, : , :,_', , -, ,, I Q Y� WE,,,, _- � : ,"" , , _ ,,. _ - ,. _. _ ,_ _, y. ,.—,--- ,-�-, ,� , - , 1. „s ., , _ `, ', Iry ,, rS ,e W `c, ,M t .,. - „ 4r 4 , v Town of Barnstable o� Building Department - 200 Main Street * BARNSTABLE, * Hyannis, MA 02601 MASS. $ (508 i 19. ) 862-4038 �� Certificate of Occupancy Application Number: 200800553 CO Number: 20080295 Parcel ID: 229040 CO Issue Date: 04114/09 Location: 60 POND VIEW DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: CENTERVILLE Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RCOO CERTIFICATE OF OCCUPANCY RES Comments: Builds g Department Signature Date Signed Ly �tNEi'ldingTOWN OF BARNSTAbLE Application Ref: 200800553 iARNSTABLE, Issue Date: 02/29/08 `� Permit 9 MA9S �ptFO 3-1669 BAYSIDE BUILDING,INC Permit Number: B 20080396 Proposed Use: SINGLE FAMILY HOME Expiration Date: 08/28/08 Location 60 POND VIEW DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 229040 Permit Fee$ 520.70 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 50.00 License Num 005645 Est Construction Cost$ 127,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND DEMO EXISTING ATTACHED GARAGE AND PART OF DECK AND ADD*HIS CARD MUST BE KEPT POSTED UNTIL FINAL MASTER SUITE,BATH AND NEW 1 CAR ATTACHED GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MILLER, CHRISTINE V BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 60 POND VIEW DR INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 t Application Entered by: JL Building Permit Issued By: ' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY AN:Y,.STREET,;ALLY OR'SIDEWALK ORAN PART THE F HE TEMPORARILY OR:PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED'UNIDER THE BUILDING CODE MUST BE APPROVED BY THE.JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF P,UBLIC'WORKS THE"ISSUANCE OF;THIS PERMIT DOES NOT'RE LEA SE THE APPLICANT FROM':114E CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICT16NS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 1 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). a: a•; 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. , WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF ii");ATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS hw J Mr1 3 e� 2<-- 3 U 1 Heating Inspection Approvals Engineering Dept, �. I q. Fire Dept 2 Board of Health C Y�iy�2ae� �k?VLSL.kPl- C-lo-og O 1���� V /L W 1 TOWN OF BARNSTABLE BUILDING PERMIT.APPLICATION- Map aO2 q Parcel . O 'Vd Application# D 66J53 Health Division Date Issued. Conservation Division Application Fee Tax Collector Permit Fee sib- Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board r Historic-OKH Preservation/Hyannis Project Street Address 60 PQAl 8 , V IF—W /2 l VE: Village cc;(/7-e-2 W U_ Owner Jr, l LL6e Address 6O Pd• V l C W P 2 C x ' Telephone S v , `�G(� — 7 J 3 _` } Permit Request 7 ' tD M0 1.lSA Fut P VT O bE�f-/2 N� d� 6kK - Square feet: 1 st floor:existing L/U proposed 2nd floor:existing proposed Total new S 3� Zoning District R-c Flood Plain C_ Groundwater Overlay P Project Valuation 4 o_-7 oz Construction Type 1VOdP � /1J r �a Lot Size ► /-'f�`" Grandfathered: ❑Yes O'No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing o Structure_ la!() Historic House: ❑Yes [�'No On Old King's Highway: ❑Yes 9a Basement Type: 5 ct Full Crawl ❑Walkout ❑Other P-115-G0 /�Pb /T/ dAl 5 G2ActA -- Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) �3 yd Number of Baths: Full:existing / new Half:existing to new Number of Bedrooms: existing o�_ new 1 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas wrOil ❑ Electric ❑Other Central Air: dyes ❑ No Fireplaces: Existing New Existing wood/coal .tove: C�es , VIVO Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑exi ting ❑fiew s zfi-e Attached garage:❑existing ❑'new size I ZZ Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes U No If yes, site plan review# Current Use /`ra/CF Proposed Use ;e_r 5/�Wx/C BUILDER INFORMATION Name hAY51 W 801 a!�/�� �)C Telephone Number -77 Address Py �J(�.X �l License# 00 �5 6 1115 Home Improvement Contractor# 1`3 7 Worker's Compensation# AXF 06 ?"3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1 J 71d d FOR OFFICIAL USE ONLY rPLICATION# DA)TE ISSUED C r= t MAP/PARCELNO. ADDRESS, VILLAGE J OWNER DATE OF INSPECTION: FOUNDATION FRAME `311'3 INSULATION J FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. x h { 4 j `oF.7,E.o,�ti Town of B arngable i BARNS'rABLE. Regulatory Services 9 MASS. _ . a639• �0 `�°rEDMP�s. Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection vis Location �0 Pa 4 v e w �r- Permit Number Owner Builder One notice to remain on job site, one notice on file in.Building Department. t They following items need correcting: 1 O V'Mr barr%' er- 3 �lurCJ ovn Wou-0. SiAe 6+ Q I ,1ASkict+110v\ �. t10 i r`->J-,t-6, Cyr a w- .L is -. Ge(l,ng Please call: 508 862-4038 for re-inspection. Inspected by ` .1 e�-- Date ppiHElp� The ' wn ®f uarnstable BARNA1,1;. . " Department of Health Safety and Environmental Services 3i MASS. �!. - a 1639• ♦0 prFOMA'�a• Building Division - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 - Fax: 508-790-6230 Inspection Correction Notice Type of Inspection I rt a_ Location 60 -P0NDVCG.3 D-Ye Permit Number 2.oo8 Owner Builder Q AY STD E One notice to remain on job site,one notice on file in Building Department. The following items need correcting: �'�kL�'rTl� �T' LJi�•�'�it' l��P�S �/��22�0&' 2 _ E LAC-T/2ZL /j6,T' o o Yn PL IET4Z (7�( s5x: JG Co- Please call: 508-862-401'rfor re-inspection. Inspected by .� Date l� �' n (oo pow d J e_L3 Subdiaphragm—A portion of a larger wood diaphragm Wood Structural Panel —A panel manufactured from designed to anchor and transfer local forces to primary veneers; or wood strands or wafers; or a combination of diaphragm struts and the main diaphragm. veneer and wood strands or wafers;bonded together with Tie-Down (Hold-Down)—A device used to resist uplift waterproof synthetic resins or other suitable bonding sys- of the chords of shear walls. tems. Examples of wood structural panels are plywood, oriented strand board(OSB),.or composite panels. Wall Bracing—a building element that resists lateral loads in conventional (non-engineered) applications; the con- figuration and connections are prescribed by the building Z {g codes for light-framed wood structures. O 0 _ 2.3 Background Z a Shear walls and diaphragms are designed to transfer 'structure:Thus, if the walls and roofs are sheathed with n in-plane forces. When using these two assemblies to re- panels and are adequately tied together, and tied to the silt lateral design forces of buildings,the structural system foundation, many of the requirements 'of a diaphragm g a is sometimes referred to as a "box system" This fact explains the durability of . The shear structure are met. y wood walls provide reactions for the roof and floor diaphragms, structural panel sheathed buildings in hurricane and earth i- t and transmit the forces.into the foundation (see Figure quake conditions even when they have not been engineered it x 1) as diaphragms or shear walls per se. g ! With ordinary good construction practice,any sheathed There are various textbooks and other resources which n I element in a building adds considerable strength to.the provide in-depth coverage of this topic (see section A.2). Figure 2.1 Distrihution:of Lateral Loads on Buildings (Wind Illustrated) Ig id Roof (horizontal diaphragm) carries Load to end walls a- lg isIS - v ral Wind load, F to (lb. per sq. ft.) J ral - Side wall carries load } to roof diaphragm at top sat and to foundation at bottom wl_ is v (lb./ft. of diaphragm width) 2b End wall (vertical diaphragm or shear h ies K> F/f(lb./ft. of wall) = - wall) carries load to foundation w ( 2 q1- T(Ib.) = C = vh rs APA=The Engineered Wood Association .............<. " ..::'.,,if +f✓_:.f ,,' �y„�'?i. > }t✓ � S'b /�..y Y yr�y>•y.::;� �{. �-rLr.�. .:::..:......:.............................:.......::..... ../:•.':••- i ,�. - � � •`y - -�� 3 F ff 4 '� ti;' _♦� .<r �, r e...4 F� .. l.....:. .. ....: ..................:: - � !a 1: `3'•: , v:•g-F j' y 17 ................... ...: ...................;. hhtttl : uW .c ;.. rf/ sr r }t� b.•. J. .ef L. y :. -0<:.:.G. d .x`.1i._ax' -tls�n,...,,� sr ..:,..r �r�y -..�;,;•r��i�1<F.w��� �yt1 �<rw w..I L...'/�.<' � �-'3•'r ..... A-.. tz 04-4-4 _._......;........:.......;...... _ ... y i.......+........:........'........::......:....... cirri f Q. .." 3 . • A 3 ' .. .•- - f s F ../. .. .. ".was RANU . _ fie. ��y r { f ♦ ��,.. f S6'; / � .� #;.r :. �.,...._.,t.:1. t .. /fit �x!�5:�< � '��«. r..,;,.<�^->,�.<� ,.. •LF`;� -Y .:........... (4:..... f.: .. .. : \<, L : 4 :............:.::i. .:....• .• eeeRUC-T-URAL—PANEL-SHEAR-WALL;--AND-DIAPHRAGM SUPPLEMENT'-*.' I Table 4.1A Recommended Shear (pounds per foot) For Wood Structural Panel Shear Walls with Framing of Douglas fir-Larch or Southern Pinea Fair Wind Loading Onlyb WIND LOADING ONLY Panels Applied Over Panels Applied Direct to Framing 1/2 in.or 5/8 in.Gypsum Sheathing Minimum Minimum Nail Nail Size Nail Spacing at Nail Size Nail Spacing at Nominal Panel Penetration (common or Panel Edges(in.) (common or Panel Fd es in.) Panel Grade Thickness(in.) in Framing(in.) Galvanized box) 6` 4 3 2` Galvanized box) 6 4 3 2`, 5/16 1-1/4 6d 280 420 545 715 8d 280 420 1 545 715 3/8 320 505 645 855d Structural I. 7/16 1-3/8 8d 355d 555d 705d 940d lOd 390 600 770f 102p grades 15/32 390 600 770 1020 15/32 1-1/2 lOd 480 715 9301 1220 Sheathing, 5/16 or1/4` 250 270 4.90.. 630 250 380 490 630 Plywood 3/8 1-1/4 6d 280 420 545 715 8d 280 420 545. 715 Sidingg 3/g 31O 450 575d 740 N and other 7/16 1-3/8 8d 335d 490d b30d 820d IOd 365 530 60 895 m structural-use 15/32 365 ' 530 685 895 panel grades 15/32 435 645 840t 1080 19/32 1-1/2 10d 475 715 93Of 1220 Plywood Sidings Nail Size N r Nail il Size f.. and other (galvanized casin ) ( alvan casing- 5/16' j (/t sructural-use 5/16` 1-114 6d 195 1 295 385 505 1 8d 195 1 295 1 385 505 panel grades 3/8 I-1/2 1 8d 225 1 335 435 575 1 l Od 225 1 335 435 S75 ' For framing of other species:(1)Find specific gravity for species of f Framing at adjoining panel edges shall be 34n.nominal'or wider,and framing lumber in the NDS.(2)Find shear value from table above for nail nails shall be staggered where 10d nails having penetration into framing size of actual grade.(3)Multiply value by the following adjustment factor of more than 1-5/8 in.are spaced 3 in.o.c. _[I-(0.5-G)],where G=specific gravity of the fi-aming lumber.This s Values apply to all-veneer plywood Siding panels only.Other Plywood adjustment factor shall not be greater than 1. Siding panels may also qualify on a proprietary basis.Plywood Siding 16 All panel edges backed with 2-in.nominal or wider framing.Install panels o.c.Plywood may be 11/32-in.,3/8-in.or thicker.Thickness at point of, either horizontally or vertically.Space nails maximum 6 inches o.c.along nailing on panel edges governs shear values. intermediate framing members for 3/8-in.and 7/16-in.panels installed on studs spaced 24 in.o.c.For other conditions and panel thickness,space Notes: nails maximum 12 in.o.c.on intermediate supports.PPo The recommended shears presented in Table 4.1A are based on the � 3/8-in.or Plywood Siding 16 o.c.is minimum recommended when historically used design stresses for sbear walls which are listed in Table applied direct to framing as exterior siding. 4.1B multiplied by 1.4:Some building codes,including the 2000 Shears may be increased to values shown for 15/32-in.sheathing with International Building Code,have provided for this increase due to the same nailing provided(1)studs are spaced a maximum of 16 in.o.c.,or better understanding of wind loading.The designer should confirm that (2)if panels are applied with long dimension across studs. the increase is applicable under the local code. ` Framing at adjoining panel edges shall be 3-in.nominal or wider,and nails shall be staggered where nails are spaced 2 in.o.c. Load Framing -a Shear wall boundary . - BbGcing,all Blocking,all - - y ..pa l edges —. panel edges t - 01 AWC Guide to FNood Construction in.Ilii;h Wind Areas: 110111ph Wind Zone I"1 Massachusetts Cliccklist for Compliance (780CMIt5301.2.1.1)' Q Check Compliance 1.1 SCOPE WindSpeed (3-sec.gust) .................................................................. .................................................110 mph WindExposure Category.................................................................. ...............:.............................................B 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories ✓ RoofPitch ...........................................................................(Fig 2)........................................... ; (Z 5 12:12 MeanRoof Height ..............................................................(Fig 2).................................................�ft 5 33' BuildingWidth,W...............................................................(Fig 3)................................................ �Zft 5 80' Building Length, L .................................1............................(Fig 3).................::. ft s 80'............................ Building Aspect Ratio(L/W) ............................................. (Fig 4)..............".................................. 2. 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ b-R .5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...... (Table 2).....'........::..............................:....:............. ✓ ' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 ✓ Concrete.............................................................................................................................. ConcreteMasonry ................................................................... .................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8' Anchor Bolls imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ................................. ........(Table 4). .................................. .......... �in. ' ✓ Bolt Spacing from end/joint of plate ............................(Fig 5).................................... . . t2 in.5 6" 12" Bolt Embedment-concrete........................................(Fig 5).................................................0 in. z 7" Bolt Embedment-masonry.........................................(Fig 5)............................................ in.Z 15" Plate Washer...............................................................(Fig 5)...............................................Z 3"x 3"x Y4" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... _V Maximum Floor Opening Dimension...................................(Fig 6).................................................. O ft s 12' _/ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)..................................N,Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheannall................(Fig 7)........ ............................. ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................................... JP` ft s d Floor Bracing at Endwalls............:......................................(Fig 9).......................... .......................................... Floor Sheathing Type (per 780 CMR Chapter 55 � .... Floor Sheathing Thickness .....................:..........................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2)..._L_d nails at to in edge in field ✓ 4.1 WALLS Wall Height Loadbearing walls............................... ........................(Fig 10 and Table 5)..........................�.1 ft 5 10, ✓ Non-Loadbearing walls................................................(Fig 10 and Table 5).........................., ft 5 20' Wall Stud Spacing ...........(Fig10 and Table 5 2 in�5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)..........................................�ft 5 d N p, 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls..............:.........................................(Table 5)..............................2x-L- I ft in. ✓ Non-Loadbearing walls.. ............................ ..............(Table 5)..............................2x-i -]I ft in. Gable End Wall Bracing' Full Height Endwall Studs....................... .................(Fig 10)............................ .....:... ...:................:. WSP Attic Floor Length...............................................(Fig 11)................... .. ft zW/3 ........................... Gypsum Ceiling Length(if WSP not used)..................(Fig 11).....::....................................._ft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays i Double Top Plate Splice Length .......................(Fig 13 and Table 6)........ ............. ft ✓ . Splice Connection (no.of 16d common nails)..............(Table 6).............. _� AFAVCGuide to Wood Construction in lligh ►'Vind Areas: 1.10 mph ►Vind?_one Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)' Loadbearing Wall Connections ✓ Lateral (no. of 16d common nails)...............................(Tables 7)............... .............................� Non-Loadbearing Wall Connections _ ... ✓ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ..................:.....................................(Table 9).................................. ft_in.5 11' Sill Plate Spans ................ _V p ............... ...........(Table 9).................. ft in. 5 11' Full Height Studs (no. of studs)...................................(Table 9)........................................................ �_ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. ft in. s 12' Sill Plate Spans.... ..... (Table 9).................................. ft=in. 5 12" _ Full Height Studs (no.of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,'W Nominal Height of Tallest Opening2 ... ................................ ................as 6'8" Sheathing Type.............................................(note 4)..........................................:........... ' Co Edge Nail Spacing.........................................(Table 10 or note 4 if less).......................__�L in. Field Nail Spacing..........................................(Table 10)................................................. 17- in. V Shear Connection no. of 16d common nails Table 10 ............................:............ o s Percent Full-Height Sheathing.......................(Table 10).....................................................�/o �G E �7AIL 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)................M.hk Maximum Building Dimension, L Nominal Height of Tallest Opening2...........:......................... ...................................(0 5 6,8.E Sheathing Type..g.........................:...............mote 4)...................if le s)....................... � O � Edge Nail Spacing Table 11 or note 4 if less m. Field Nail Spacing ..... Table 11 ................................................. I L in. Shear Connection(no.-of 16d common nails)(Table 11).......................................................... Percent Full-Height Sheathing.......................(Table 11).....................................:................11% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................. ... Wall Cladding Rated for Wind Speed? 5.1 ROOFS - J Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Websile) 'Roof Overhang ............................................:...:..(Figure 19)............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.. ........ .............::......:.......(Table 12)..,.........................................U=2�`i pif Lateral.............................................(Table 12)......,......................................L=_LLJ9 plf Shear..............................................(Table 12).............................................S= -11-plf _aL Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..... ......T= plf Gable Rake Outlooker.........................................(Figure 20)....... _ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)........................NfP............U= lb. Lateral(no. of 16d common nails)...(Table 14).....................tl A.. .........L= lb. Roof Sheathing Type..:................................................(per 780 CMR Chapters 58 and 59) ...........UY Roof Sheathing Thickness.......:................................... .............................................. in.z 7/16"W��� SP Roof Sheathing Fastening...........................................(Table 2)..........................................................h, Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. . Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. • 1. '(HE) , 'own of Barnstable. Regulatory Services + BARNSTAUX, • MASS. Thomas F. Geller,Director p�A Building Division Tom ferry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wvrw-town.barnstable.ma.us Office: 508-862--4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder I, C#'e wlAIE v. P1 t L L F-2 , as Owner of the subject property hereby authorize gas ill4-blAIC f AJC to act on my behalf, in all matters relative to work authorized by this building permit application for;; , (0 0 PJAl Z v'i iqui )R. .. C9 4 v 1 L-LE (Address of Job) gignature ate U-111 5 iiAIE V. 114 f LL-9 2 Print Name Q 10PUMS:MMERPERMISSION -ter..._; 8r �•. z-� r'c ''x'r = A -x Compliance Certificate Project Title: ADDITION TO EXISTING Report Date:o1/3o/os Data filename:C:\Program Files\CheddREScheckWILLER-POND VIEW.rck Energy Code: 2000 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 8% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 60 POND VIEW DRIVE BAYSIDE BUILDING CENTERVILLE,MA 02632 - - I Compliance:23.0%Better Than Code Maximum UA:148 Your UA:114 Ceiling 1:Cathedral Ceiling(no attic) 531 30.0 0.0 18 Wall 1:Wood Frame,24'o.c. 864 19.0 0.0 47 Window 1:Wood Frame:Double Pane with Low-E 48 0.340 16 Door 1:Glass 21 0.380 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 531 19.0 0.0 25 Furnace 1:Forced Hot Air78 AFUE . Air Conditioner 1:Electric Central Air13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:ADDITION TO EXISTING Report date:01/30/08 Data filename:C:\Program Files\CheckXRESchecMMILLER-POND VIEW.rck Page 1 of 4 w>A -AAA a� to 4 ff --- 4 2. k ._.: F a... .. .-. _. Inspection Checklist Date:01/30/08 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments- Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.380 Comments- Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER 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 are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-8.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.-Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Project Title:ADDITION TO EXISTING Report date:01/30/08 Data filename:CAProgram Files\CheddREScheck\MILLER-POND VIEW.rck Page 2 of 4 Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Lj Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or doling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: O Circulating hot water pipes are insulated to the levels in Table 1." Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: !] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees.F are insulated to the levels in Table 2. Project Title:ADDITION TO EXISTING Report date:01/30/08 Data filename:C:\Program Files\Chedc\REScheck\MILLER-POND VIEW.rck Page 3 of 4 f I Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes • Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:ADDITION TO EXISTING Report date:01/30/08 Data filename:C:1Program FileslChedclRESchecklMILLER-POND VIEW.rck Page 4 of 4 r Multi-Loaded Beam(2000 International Buildinq Code (97 NDS)1 Ver: 6.00.81 BY: Richard Bertrand , RICHARD J. BERTRAND, P.E.on: 01-29-2008 : 5:20:39 PM Proiect:.Miller Residence Centerville MA-Location: Main Girt Carrying Beam Summary:` 2) 1.75 IN x 9.5 IN x 24.0 FT (8 + 8 +8)/Versa-Stud 3100 FB SP Boise Cascade Section Adequate Bv: 31.2% Controlling Factor: Area/Depth Required 7.77 In •Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.04 IN Live Load: LLD-Left= 0.10 IN = U927 Total Load: TLD-Left= 0.15 IN = U657 Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center- 0.07 1N = U1359 Total Load: TLD-Center= 0.07 IN = U1300 Right Span Deflections: Dead Load: DLD-Right 0.04 IN Live Load: LLD-Right= 0.10 IN= U927 Total Load: TLD-Right= 0.15 IN =U657 Left End Reactions (Support A): Live Load: LL-Rxn-A= 2657 LB Dead Load: DL-Rxn-A= 1403 LB Total Load: TL-Rxn-A= 4060 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 1.36 IN Center.Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 7085 LB Dead Load: DL-Rxn-B= 3858 LB Total Load: TL-Rxn-B= 10943 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-B= 3.68 IN Center Span Riqht End Reactions(Support C): Live Load: LL-Rxn-C= 7085 LB Dead Load: DL-Rxn-C= 3858 LB Total Load: TL-Rxn-C= 10943 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-C 3.68 IN Right End Reactions (Support D): Live Load: LL-Rxn-D= 2657 LB Dead Load: DL-Rxn-D 1403 LB Total Load: TL-Rxn-D= 4060 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-D= 1.36 IN Dead Load Uplift F.S.: FS 1.5, Beam Data: Left Span Length: L1= 8.0 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 8.0 FT Center Span Length: L2= 8.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 8.0 FT Riqht Span Length: L3 8.0 FT Right Span Unbraced Lenqth-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom 8.*0 FT Live Load Duration.Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 360 Left Span Loading: Uniform Load: Live Load: wL-l= 738 PLF Dead Load: wD-1= 428 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-1= 1176 PLF Center Span Loading: Uniform Load: ► a� Live Load: P►s,(Y'�OF MASS �� wL-2= 738 PLF Dead Load: ► kQ q�y avD-2= 428 PLF Beam Self Weight: Z� D G W= 10 PLF Total Load: v o RICHAR. -2= 1176 PLF Riqht Span Loading: BERTRAND Uniform Load: o sjRuCTUaAL cn ► Live Load: `� No.29894 ►-3= 738 ' PLF Dead Load: A O �2 -3= 428 PLF Beam Self Weight: ��90�FGiSTEP��X SW= 10 PLF Total Load: ► '�F wT-3= 1176 PLF Properties For: Versa-Stud 3100 FB SP- Boise Cascade Bendinq Stress: 3100 3100 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: � ] E= 2000000 PSI Stress Perpendicular to Grain: �: �� /Fc_perp= 850, PSI Adiusted Pronerties f _ The Commonwealth of Massachusetts 17t Departinent of Industrial Accidents 600 Washington Street - Boston,Mass.- 02111 Workers' Compensation Insurance Affidavit �/C�t/�,_yz _/ i./�:G4S name•---�-l .> �fJfT- µ (/��/"V /A/c — location- P-D • g u y city Cff/�•��1f tl �LE: yAn 026 3 Z phone� l' -7 ! U GU— I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. comnanv name address cite: phone 9: insurance co. oolic� # tg/1 am a sole proprietor, general contractor r homeowner(circle one) and have hired the contractors listed below who have the following workers' comp Tpo icess company name: 6 +15ty address: 1' U ��X cit, 1,)/V-Pe—V 01 12—b3 2 Rhone. insurance co r-t CO.- : poll V# WC I J Zdty 1d . - �...�..:=r"-`y.T�-.._.. �a•.r _ 'C.CRr�:......� .�u�4�ai.�1tl6.�va•i� _�_ _ �2 comnanv name: address: ' city phone, insurance co. Policy 4 e s •Attach additional sheet if ncccsxan ; ---' Failure to secure coverage as required under Section 25A of,NIGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one nears*imprisonment as -^ell as ci%il penalties in the form of a STOP NVORK ORDER and a fine of 5100.00 a da_v against Me. I understand that a copy of this statement may be for+2rded to the Office of Investigations of the DIA for coverage verification. I do herebycertijr er t o a ojperjury that the information provided above is true an coorrrecL Sienaft Date �! Print name � 1" � � � _Phone = ��-� /o & official use onh do not rite in this area to be completed by city or town official eit-% or town: permitAicense H f 1Building Department l OLicensing Board C) check if immediate response is required C]Selectmen's Office �Hcalth Department contact person: phone!+: mother i Bayside Buillding Inc. Certificates of Insurance Bayside Building Inc 1/7/08 Certificates of Insurance Sub Contractor General Liability Workers Comp Accurate elevator 8/11/05 8/11/06 6/4/05 6/4/07 Elevators Airtech 11/24/04 11/24/08 9/19/04 11/24/08 Custom Copper Rogfing and All Cape Garage Door 6%1/04 6/1/08 6/1/04 6/l/08 Garage doors Aluminum Products of Cape 8/15/04 8/15/08 8/15/04 8/15/08 - Storms,screens,gutters American Floors 3/4/04 3/4/08 8/31/06 8/31/07 Oak.floor installation and Arne Excavating&Paving 7/14/04 7/30/08 Umb7/30/0 WC Excavation 7/30/06 5/9/08 ASAP Engineering&Design 8/31/06 8/31/0 1/15/06 1/15/08 Engineers ATC Ceiling Systems 8/8/04 8/8/05 10/3/04 10/3/05 Suspended ceilings Atlantic Landscaping Averinos,Anthony 7/20/04 4/6/08 7/25/04 7/25/07 Tile Installation Avix,LLC 7/29/06 7/29/08 7/29/06 7/29/08 Audio/Video Baltic Security 5/6/04. 5/6/08 Has exemption from Alarm Installation state for worker's comp Baxter,Inc. 8/1/04 8/1/08 10/6/04 3/29/08 Frame Labor Barnstable Land Design 4/30/05 4/30/0 7/17/05 7/17/07 Barnstable Roofing&.Siding, .5/12/06 5/12/0 5/4/06 .5/4/07 Roofing Baxter Nye Engineering& 8/11/05 8/11/08 8/20/04 8/20/08 ' Engineers Bayside Electrical Contr. 10/5/04 10/5/0 8/18/04 8/18/07 ECectrician Berggren Building,Lars 10/14/06 10/14/08 12/31/06 12/31/07 Copper Fabrication Bortolotti Construction 3/7/04 3/7/08 3/7/04 3/7/08 Fill,loam.provider Boston Closet Co 11/16/04 11/16/0 11/16/04 11/16/07 Custom Closet Installation Bracken Engineering,Inc. 6/5/06 6/5/0 6/6/06 6%6/08 Engineers Browning Excavators,Inc. 3/3/06 3/3/08 3/10/06 3/10/08 Excavation BSC Group 1/1/07 1/l/09 1/1/07 1/1/09 Engineers BSS Design Budden,Robert W. 111105 1/1/08 2/20/04 2/15/08 Oak flooring Installation C&C Commercial Interiors Campbell,William 8/26/04 9/26/08 7/13/04 7/13/07 Bay<side Building Inc. Certificates of Insurance Painter Cape Cod Closet Systems; 6/30/04 6/30/0 6/30/04 6/30/07 Closet Design&Installation i r i Bayside Building Inc. Certificates of Insurance Cape Golf Construction 4/22/05 4/22/0 4/11/05 3/7/08 Cape Cod Marble&Granite 7/l/05 7/l/08 8/16/05 8/16/08 Marble&Granite Carpet Barn Inc l/i/06 5/l/08 111105 1/l/08 Carpets Catalano Architects PC 4/15/08 5/21/08 Architects Central Vacuum House 12/1/05 12/1/0 12/31/65 12/31/07 Div of EF Winslow Plumb& Central Vacuum Chaves,Robert 8/13/04 8/13/08 12/17/04 12/17/08 Electrician Clancy,John 7/l/04 7/1/0 10/1/04 10/1/07 Mason Contractor Coastal N Counters Inc 7/15/04 7/15/0 7/15/04 5/l/07 Countertops Concrete Cuts&Coring 6/7/06 6/7/08 10/6/06 10/7/07 Concrete Cuts&Coring Cook,Robert J. Interior Trim Anthony Arede DBA 3/10/06 3/10/08 3/17/06 . 8/24/07 Cornerstone Masonry Mason Contractor Coy's Brook,Inc 4/24/04 4/24/0 9/21/04 4/24/07 Landscape I Christopher Costa Inc. . 0/22/05 1/22/0 2/3/05 2/3/08 Engineers Creswell Construction Co.Inc. . -5/19/04 5/19/0 4/31/2004 4/19/07 Siding Cunningham Construction 4/8/06 4/8/06 Dartmouth Pools&Spas 111105 l/l/08 111105 l/l/08 Pools and spas Davids Building&Remodel 111105 I/l/08 6/14/04 6/14/08 Interior trim Drew.Electric,Inc.. 1/21/04 8/28/0 8/28/04 8/28/07 Electric Fisher HVAC 12/30/05 12/30/07 1015105 10/5/07 Heating D.P.Fuccillo Construction Inc. 10/20/08 10/23/08 GAF Engineering 9/1/04 9/l/08 7/22/04 7/22/08 engineering Gardner Concrete Forms 4/4/2006 4/4/2008 5/l/2006. 6/l/2008 Foundations Gardner Concrete Construction 4/i/06 4/l/08 4/l/06 4/1/08 Foundations Gemmel John . 8/5/07 8/5/08 11/17/07 1.1/17/08 Tile Govoni Land Services 5/31/04 5/31/0 7/4/04. 9/20/07 Land clearing Gutter Pro 11/7/05 11/7/0 11/7/05 11/7/07 Hathaway Plumbing Plumbing Hayden Building Movers BuildinQMoving Bayside Building Inc. Certificates of Insurance Hill Construction 4/29/04 4/29/08 8/14/04 8/14/08 Framer Imedia 5/2/07 5/2/08 5/2/07 5/2/08 Computer Installation&Re air In Place/DM Design 1/20/04 1/20/08 2/18/04 2/18/08 Kitchen and Bath Design J&J Concrete 7/13/04 7/13/08 111105 1/l/08 Foundations J&J Tile/Joseph Alonzo 9/25/05 9/25/0 10/4/05 10/4/06 Tile Bayside BuiAding Inc. Certificates of Insurance JAG Cleaning Corp, 5/7/04 : 4/2/08 8/25/04 5/15/08 M&M Cleaning Cleaning James Construction 7/11/04 7/11/06 115105 1/5/06 Interior Trim Johnson,Steven dba SMJ. 4/25/04 4/25/08 4/25/04 4/30/08 Framer Johnson Tree Farm Joyce Landscaping 11/15/04 11/15/08 11/15/05 4/7/08 Landscape Contractor Just Us Country Furnishings 5/23/05 5/23/0 10/24/04 10/24/07 Interior Trim/Built Ins Kitchen Appliance Mart and .8/12/04 8/12/08 1/1105 1/l/08 Appliances Kitchen Creations 3/30/04 3/30/0 1/22/04 3/8/07 Cabinets L&M Glass Co,Inc 5/1/04 5/l/08 5/1/04 5/1/08 Mirrors, shower doors Lauder,Jeffrey R.. 12/9/04 12/9/0 Bobcat James W.LaVallee 6/1/06 6/1/08 6/13/06 6/13/07 Flooring Lawrence Ready Mix, 12/31/04 1/1/0 7/1/05 7/1/07 Concrete Suppliers MacDonald Concrete Finishing 1/9/04 1/9/08 4/7/04 4/7/07 Cellar/ ara a floors MAP Insulation Co,Inc 3/1/04 10/1/08 8/1/04 10/1/08 American Building Systems Umbrella Insulation 3/1/04 10/1/07 Maeuire,James 10/4/07 10/4/08 10/4/07 10/4/08 McGuires Construction Co. 1/27/07 1/27/08 Meagher Construction 6/19/04 9/2/0 6/23/04 6/23/07 Framer Meriam Backhoe Service 5/7/06 5/7/0 . Backhoe Merrick Engineering 6/30/04 6/30/08 4/4/04 4/4/08 Engineering Metro Insulation Insulation Morse,Richard W.'Sr. 3110105 3/10/08 7/30/04 10/11/07 Cellar/Gara e oors Northern Sealcoating Inc 7/1/04 10/1/08 4/l/04 4/1/08 Driveways(paving) Northside Design/Gordon Clark 1/15/07 1/15/08 11/30/06 11/30/07 Architect Omni Environmental Systems 1/22/05 1/22/08 2/21/04 2/21/07 Septic Design/Testing M K Pasic Plumbing&Heating 10/1/06 10/1/08 10/1/06 10/1/08 Plumbing/Heating Pride Flooring 6/13/04 6/13/08 6/15/04 6/15/08 Oak Floor Installation Pro Fence 3/26/04 3/26/08 3/26/04 3/26/08 Custom Fencing R&H Construction Inc 2/15/04 12/21/0 12/21/04 12/21/07 Excavation Race Framing . . 11/1/04 7/30/06 8/6/04 8/6/06 Bayside Building Inc. Certificates of Insurance Framer Reed,Mel 7/21/04 . 7/21/08 7/21/04 7/21/08 Sheetrock Lawrence Robinson Masonry, 9/6/08 Michael Rolfe Construction 7/11/07 7/11/08 11/13/06 11/13/07 I f Bas,side Building Inc. Certificates of Insurance Ryder&Wilcox Inc 11/22/04 11/22/08 11/22/04 11/22/08 Engineering Scannell,D.A.Well Drilling 9/12/04 9/12/0 9/20/04 9/20/07 Wells Shaw Woodworking 4/19/05 4/19/08 2/24/05 2/24/08 Interior Trim Shorey Mfg. 12/1/06 12/l/0 12/1/06 12/1/07 Snow's Plumbing and Heating 9/30/05 9/30/08 9/30/05 12/29/07 Plumbin /Heatin /Gas logs Stewart Painting 7/29/04 9/13/0 7/15/04 7/15/08 . Painting/Power washing Taylor Made Flooring 7/22/07. 7/22/08 11/1.1/06 11/11/08 Flooring Terra Nova Marble&Granite' 7/1/04 7/1/0 7/l/04 7/1/07 Granite counters Tibbetts Engineering 12/31/05 12/31/0 6/30/05 6/3/08 Engineers Triple Crown/Fitz Construc 7/30/04 7/30/08 12/12/04 12/12/07 Interior trim Villani Construction,Inc. 4/12/07 4/12/08 4/l/07 4/l/08 Weller&Assoc 8/15/04 8/15/07 none Engineers Whiteley,W.Vernon 10/1/04 10/1/08 10/3/04 10/3/08 Plumbing&heating - -rf pi 1ji, I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN ,�.� ; ?�j COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK MAR -3 � REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN 'A SPECIAL FLOOD HAZARD AREA.MCb- ---'� ' THIS.-PLAN IS N T TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. CB/DH FND - HELD REGISTER OFESSION LAND SURVEYOR N BAXTER NYE ENGINEERING do SURVEYING DATE POLE#357-3 N JOHN J. PEETTERCUSKIE & JUDITH CAPRA os, EXISTING S 1 20• f Assessor's Map: 229 Parcel: 040 SILT FENCE / HAYBALEs � � �� Cej I Community Pane Number 250001 0005 C. o N COT TO COT CORk : F.I.R.M. Mop Zone: C h Deed Reference Deed Book 12266 Page 259 0. fts y I_o gn ��ogn �� 2�26� Dq LV oy °08 aD as FRANK N. LANGS _2-7- � c�/ • t, �. t `� r 2 0 o '� � _ �v if• . .�`�`' �'' /� . 00 DRIVE "ti - ��'���� LOT 20 CENTERVII POND CD VIEW ff jf 21;538 SQ. FT. t 3 aua anc oo.,n�c. r>� ,� = r I„ 0.49 ACRES t a.eareEnnir souu� ry _L� 'n1'3 j tl f NA� - EXiC?I+�v ,•.�� him .. El RUE CB H o�r� f . f SYS Ew - tJ 'r tN1AGE_ #99 ?? CERTIFIED PLOT PLAN. a C 1 C4E'r�C?Cf'. C'10IM;�,_1ANC=: 7. (/)' - - c� St BAXTER NYE ENGINEERING&SURVEYING op I 1 eyed P,ofe ;onal Fngu�eeis and Lad Surveyors C 78 Noah Sued-3td Floor.Hyannis,Mas�SCUS 02601 F= _ Phone-(508)771-7502 Fax-(508)771-7622 o F o -. 2D .0 20 40 . G SCALE N FEET o m ' SCA1Et-W 3 , i W 200.W Uj c N 85-13.40' W 40207' Tp 007/+1e v� 2ozo7a o O NA z SHARON A. CARUSLE Cal o ! N 0 WEND TRUSTEE LBOEPPLE, 2W5- ¢-CW 00 o , 0 N O � I 1 v 1 �4,-,iMV) J IMPORTANT - UPGRADE REQUIRED -- STATE BUILDING CODE REQUIRES THE UPGRADING OF un - E`hCS71HEE U LDIN DE.r 1 DATE SMOKE DETECTORS FOR THE ENTIRE DWELUiNG MEN f ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, I1� `-' � FOR THE NOTE: A SEDATE PERnII IS- FIPEDErAPTh9FNT !('3MATURFS ARE REQUIR* ��FOR P� .� TiN G � INST�aI_LATIt��! t}" SMOKE DETECTORS-THE ELECTRICAL T /, PERMfT aaa. O SATISFY THIS REt�UIREMENT. V 1 O CARBON MONOXIDE ALARMS MUST BE INSTALLED PER IWAS- - — -- — 12 - -_- _ -- - _ -- _._ — _ -- -_ _ SACHUSETTS BUILDING CODE - - - - - - -- - --- - - _—_ TTTT U _ l _ _ _ oc cA ULL I- d- j -Tz1_ _ � co � f)to , 14'-011 FRONT ELEVATION �-- 221-011 SCALE: 1/41' = 1' --0" z w ADDITION o z� T LLl - - - - LIA - - - — LU ------------ LLI -------- -- -- U - _ -_ - - Q _ _ - I- I- - - _ � w L If-, Llj l o TA I j SHEET 1 OF 5 REAR LLEWIM ON ADDITION SCALE: 114" - 1'-0" 1 JOB: 0705 DRAWN BY: KW - REVISED: 2/28/OB DATE: 10/22/07 - u O - - -- --- -- --- - - = W �- -- U �1 N O O W � >-- ap LEFT ELEVATION W d1 W w z SCALE: 114" = 1'-0" O Z co 1 LU > W LU }- Z lzil LLA - - - - -- ---- -- ---- - _ - OL Z OL O SHEET 2 OF (o RIGHT ELEVATION SCALE: 114" = 1'-0" JOB: 0704 DRAWN BY: KW REVISED: 2/28/08 DATE: 10/22/07 0 76'-411 21'-611 12'-511 42'-311 Ln n 111 1 u q -0 7 -0 5 -S V 1 O EXTEND W EXISTING _ DECK NEW R r I EXISTING DECK I DECK 'N EXISTING 4'-011 N o I m 41_011 SCREENED PORCH —� m I m SEE I Q m DETAIL I—A6 U w E SEE I F cv DETAIL ® I W*D w t— I i—A6 I I 3Q — V 2 T o 446 6/I I 0 1/ x5 7d8" 3 0 R R 3 0 �J ,K C/O `t ��� u1�c1N O 3" I = O FORARE At�fSEi)�1�CREW R (2) SAW 31 n I TORS 36 1/2 x24 5/8 S I ONE OFF MORE S — S I N ' TT 15 GAL m TRANSOM I _ MulqED FM mym EX T G PE DETECTORS THEE DORMER KITCHEN INSTAL 1�TIO�!Cad 'SAT1S IS REa�1REPREPIT, I Nco cn r�� ABOVE ® ! - 1:[ � _No1� P WIC ® _� �] 0 o OAK - - VAULTED FILING — --- — — MAS DER 2k 0 I BEDR OM OAK EXISTING STRUCTURE 2446 6/i PH I NA�1) - DROP FLOOR W +CAT 5 I HE 4" IN SHOWERco 0 1/ x5 7/8" ,l; I AREA FOR O ® I R I (� ® ACCESSIBLE N Al_V m �S WR SHOWER NIAD _ ... I 0T!LE \ D I FIREPLACE �_ �� , 48" WALL W/ 13 10 S -2 GLASS TO CEILING I I 2� o � o \� w i v o _j BATH SEE -� ASTER D 6AIL } TILE w 4 GARAGE - 2446 6/i U z t` 30 1/8x56 7/8" _ z w N W U v _Q 446 6/1 2 8 ( (n 0 1/ x56 7/8" LITE w TI1I 1 111111 1111111111`" -- — --- NOTE: WINDOW ANDERSENEW NDOWIONS ARE w W _j N o CONTRACTOR SHALL VERIFY LOCATIONS * DIMENSIONS PRIOR 1- o TO WINDOW ORDER 4 INSTALLATION � Q I o -►n z I n AW 251 r 28 7/8"x28 7/8" a NEW WALL O SEE SEE - REMOVED WALL L __ -I DETAIL DETAIL 0 2-A6 2-A6 0 EXISTING WALL I SEE SEE I SHEET 3 OF 6 1 DETAIL 7'xq' OH DOOR DETAIL 3—A6 W/ TRANSOM 3—A67 SHEAR WALL C ° 1 I DOUBLE SHEAR WALL i 2'-6" 2'-6° 14'-011 8'-0" 11'-q° 36'-011 (c'-711 10 lie 221-011 FIRST FLOOR PLAN ADDITION 522 SQ FT SCALE: 114" = 1'=0" GARAGE 280 SQ FT JOB: 0704 DRAWN BY: KW REVISED: 2/28/08 DATE: 2/26/08 42'-3" F n Ln N _ _ _ _ - - - _ _ _ w BM_ _ _ _ - - _ _ - _ PKT I I � I S"x46° CONCRETE WALLS 10"x16" CONTINUOUS F TING I U W w E- 2xa's ` I 2xa's ( l i I + o (N Io I I N CRANL SPACE Q ^O in ( r CREATE N (2) q 1/2" LVL GIRDER ACCESS 3 1/2 DIA. STEEL COLUMN EXISTING 1 0"x30"x12" CONCRETE PAD . I O I . `• DROP FLOOR �.--� 4" IN SHOWER " n AREA FOR 4 ACCESSIBLE SPOV4ER L i I I m � �Ii •. -. ' � z III-Oil _ --„I_on I I Q 4 I I BM co I I _ � I � '- - - - - -- - - PKT __w I o i - - - 1 I - - - - - - - - - -`- , iLu I I I 1 I � I I = Lu W DROP 10" I v z AT DOOR I I � LU I � GARAGE 47'-q" 6'-7" Q U I I I 4" CONCRETE SLAB n/ p I PITCH TOWARD DOOR I I 4�- " I - 111 Q 8"x46" CONCRETE WALLS 10"xl6" CONTINUOUS FOOTING I I r z � Lu _j OL W _ I I I J i i I Q I I O DROP 10" I Q- L- - - - AT DOOR - - - - J — — — — — — — — — — — — — — — SHEET 4 OF 6 2'-3" q'-6" 2'-3"lie le FOUNDATION PLAN 14'-0" SCALE: 114" = 1'-0" 22'-0" i C i JOB: 0704 DRAWN BY: KW I REVISED: 2/28/08 DATE: 10/22/07 'I I i l O t Lo O W Q � w J U W W �-- �L (� CA R30 F.G. @ �Io"O G 5/8" CDX SHEATHING 2X8 g -_ _rs_@ 32 O._,___ O O 12 ASPHALT SHINGLES 2x8's @ 16"O.C. 12 i g MATCH EXISTING �.� 12" R30 F.G. � 2x8's @ 16"O.C. � CONT. VENTING DRIP EDGEIxB FASCIA ` �— . . Ix4 SECOND MEMBER o W z ALUMINUM GUTTERS * DOWN SPOUTS i z MATCH EXISTING TRIM W O iv +i X Riq F.G. INSUL. N X 3 O GARAGE w 2x6 EXT. STUDS @ 24" O.C. ADDITION `�i 1/2" PLYWOOD SHEATHING, =C r TYVEK WRAP (OR EQUAL) 4 W.G. SHINGLES A3'-10 114" I FIRST FLOOR d,, MATCH DtlSTIN4 FIRST FLOOR _- 2x8 s @ 16 O.G. W (2) 9 1/2" LVL GIRT J . J R1q F.G. INSUL. VAPOR BARRIER CRAWL SPACE 2' CONCRETE DUST CAP W -- El U Z 30" Z Lu W U 14'-0" 22'-0" Q SECTION "B" SECTION "A" SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" Q� Q Z OL _J � Q j o SHEET 5 OF 6 I i JOB: 0704 DRAWN BY: KW REVISED: 2/28/05 DATE: 10/22/0-7 i j I ' _ 1ST STORY TOP PL ----_____----- -=----- ---------------------------------- --- - o-- --=---r-_----- ----------- - --------------------- -------- --_- ----= '- I MAIN WIND FORCE RESISTANCE NOTES • -MPH SUSTAINED 3-SEC GUSTS.iI L 1. DESIGNED TO RESIST WIND LOADS FROM 110 2. 5/8" 0 ANCHOR BOLTS REQUIRED WITHIN 12 INCHES OF THE END OF EACH SHEARWALL I`.' '•-:' ' ' I'' '•' I i'.' '• .'.i I I I i i i I i SEGMENT U.N.O. (SIX INCHES FROM END '.PREFERRED); RETROFIT 1/2" 0 SIMPSON TITEN HD MIN. O :. I; • :. ;; ': i; l I I „ SHEATHING SEAM AT " i�. . .'• .'. .-i i. • . •'• . .'I i.•. .'• . III I i I I EMBED. 5-3/4 WHERE REQUIRED. i I i. a L. a L III I i i i i I SHEARWALL SEGMENT END 3. INSTALL LSTA 12 STRAP FROM RAFTER TO RAFTER ACROSS RIDGE OR COLLAR TIES. I 1^I SHEATHING " „ „ i 1 • '�- �• •�'��i�' - " ' -�'� i'I • "• '- •i I i '1 i i i i 4. CONNECT RAFTERS TO WALL TOP PLATES WITH SIMPSON H2.5A CLIPS. i I.- ' - • -i I-• .'. •.- .a I.• .'. -.-,i i i i i i i i 5. CONNECT RAFTER-BEARING WALL TOP 'PLATES TO STUDS WITH SIMPSON H2.5A CLIPS. WHERE 8d NAILS 0 12 IN. SPACING ' �� '-' � ��� •� ' "-'�' • '� - •" ' '' ' ' ' ' RAFTERS ALIGN WITH STUDS, BUILDER MAY SUBSTITUTE H2A FOR H2.5A CLIPS. ii.'. �' ' . .'II . .'•- 6. ATTACH SHEATHING TO DOOR AND WINDOW HEADERS W/MIN. TWO ROWS OF 6d NAILS WITH 6 I I { DOUBLE STUD AT " " i+ "•i 1 " '- i I I i 1 i i i i 2 X STUD (TYP.) INCHES BETWEEN NAILS IN ROWS. w , .'. . 11, SEGMENT ENDS 'i : ;ii : i'i ii 'i ii j .•:.' � �•:. I.P •.. .' •.. i'' •.. .' i�i i i I i i i SHEATHING SEAM KING STUD AT EACH END. 8d NAILS 03-IN.VERTICAL STUD WALL 7. END NAIL EACH LAMINATION OF DOOR.:AND WINDOW HEADERS WITH (3) 16d NAILS THROUGH 1, •1, li 'I11 II 11 II -J I I :. 1.1' •. .' .. 1.1 :.'.' 1 1 11 i 1 8. ATTACH ROOF SHEATHING WITH MIN. 8d DEFORMED NAILS SPACED AT SIX INCHES ALONG SPACING INTO STUD ' EDGES, SEAMS AND INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF RIDGES HIPS VALLEYS AND (PANEL EDGE) 2 X HORIZONTAL BLOCKING 1 1- . . , • •'• . . 1 1. III i t I I 1 1 i'i i i' !I ' ' SHEATHING SEAM EAVES. 12-INCH SPACING PERMITTED ALONG INTERMEDIATE SUPPORTS BEYOND 48 INCHES FROM , r AT PANEL SEAM RIDGES HIPS VALLEYS AND EAVES. z SUB-FLOOR 9. ATTACH NON-SHEARWALL EXTERIOR SHEATHING PER IRC-2003. 8d NAILS 03-IN. HORIZONTAL w FLOOR JOIST `_.' 10. MECHANICAL CONNECTION HARDWARE FROM SIMPSON STRONG-TIE 2008 CATALOG. BUILDER SPACING INTO SOLE PLATE W 1 L____ •____��__________1 1 __ 11 '' MAY SUBSTITUTE MECHANICAL CONNECTORS OF EQUAL OR GREATER CAPACITY. t • ,L 1 1 I t I I 1 1 S O 11. NOTATIONS ON PLANS AND SPECIFIC'DETAILS TAKE PRECEDENCE OVER GENERAL NOTES. z I I 8d NAILS 03-IN. HORIZONTAL i � li. . . • . . . Ii. . . • . . . li. . . . .iii ii ii ! I SPACING TO SILL TE T.O. BOTTOM PLATE 1 I. . . . 111 1 I 1 1 I I_- IN PLA __ ------------------ --------- ----------------------------------- - N Q 5/8 0 x 12" ANCHOR BOLT j -- '--- =------ - - ------------------------------- -- ® 3-FOOT SPACING ` O j TOP OF FOUND. WALL =_ - -------------------------------- . . � ' . � • , A � . , . . � . . � . . � . . � . =11111=11111=11111=IIIII �( , W � (y '7 ' Nt MIN. 8d NAILS ® 3-IN. SPACING AT ALL EDGES AND SEAMS - 1 FOUNDATION WALL , co RETROFITTED o _v • _ v • o • o _ o _ v _ , TITEN HD ' - _ _ _ _ c - ANCHOR BOLT OR TITEN HD M� I� ° (� O i v v v v v : v_• a SHEARWALL ZONE- V- Wow W z 4 ELEVATION: SHEARWALL CONSTRUCTION SECTION: SHEARWALL CONNECTION TO FOUNDATION () A6 SCALE: 1/2"=11-0/ A6 SCALE:3/4"=1/-01 NOTES: NOTES: 1. SHEATHING MUST BE MIN. 3/8 IN. THICK. 2. MIN. 8d NAILS SPACED 3 IN. AT EDGES AND 12 IN. ALONG INTERMEDIATE STUDS. 1. SHEATHING OVERLAP ACROSS FLOOR SYSTEM TRANSFERS SHEAR FROM SHEATHING TO SILL PLATE. 3. MIN. 2 x 4 HORIZONTAL BLOCKING REQUIRED AT PANEL EDGES. 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. Lu 4. INSTALL 5/8 IN. DIAM. TITEN HD MIN. EMBED. 5-3/4 IN. FOR HOLDOWN WHEREVER THERE IS NO ANCHOR BOLT WITHIN 12 IN. 3. MIN 16" SHEATHING PAST SUB-FLOOR FROM BOTTOM OF SHEATYHING TO FIRST SHEATHING SEAM. _1 OF SHEARWALL SEGMENT END. SOME WALLS REQUIRE DOUBLE ANCHORS AT SHEARWALL ENDS; SEE 1/S-6. 5. MIN. 1-3/8 IN. NAIL PENETRATION INTO STUDS. 6. MAX. STUD SPACING 16 IN. O.C.; DOUBLE STUD AT SEGMENT ENDS. 7. DOUBLE SHEARWALL HAS IDENTICAL CONSTRUCTION WITH SHEATHING ON INTERIOR AND EXTERIOR FACES. - 8. WHEREVER POSSIBLE LOCATE PENETRATIONS (OUTLETS, PIPES, DUCTS, ETC.) OF INTERIOR SHEATHING UNDER WINDOWS. U z }- d NAILS 0 3-IN. VERTICAL SPACING INTO STUD z ill LLj i SHEATHING SEAM SHEATHING SEAM LUQ U Q i - J 8d NAILS 0 3-IN. VERTICAL SPACING INTO STU 8d NAILS 0 3-IN. VERTICAL SPACING INTO STU w w W A , � T 8d NAILS 0 3-IN. HORIZONTAL SPACING INTO PLATES III ' D 8d NAILS 0 3-1N. HORIZONTAL SPACING INTO PLATES III A 11111=11111=IIIII=11111 �llo ;;ANCHOPR ° ANCHOR BOLT OR TITEN HD BOLT OR TITEN HD - Zl \ m m o . O 0 v v _ - i i j SHEET 6 OF 6 I 3 SECTION: DOUBLE SHEARWALL CONNECTION TO FOUNDATION SECTION: SHEARWALL CONNECTION TO FOUNDATION � A6 SCALE:3/4"=1'-0' A6 SCALE: 3/4"44 1 NOTES: NOTES: 1. SHEATHING TRANSFERS SHEAR FROM EXTERIOR SHEATHING TO SILL. 1. SHEATHING TRANSFERS SHEAR FROM EXTERIOR SHEATHING TO SILL. 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. NAILING PATTERN SHOWN FOR SHEARWALL STUD 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. NAILING PATTERN SHOWN FOR SHEARWALL STUD AT EDGE OR SEAM. AT EDGE OR SEAM. JOB: 0704 3. MIN. 16" SHEATHING TO FIRST SHEATHING SEAM WITH 8d NAILS SPACED AS SHOWN ABOVE INTO SILL AND STUDS. 3. MIN. 16" SHEATHING TO FIRST SHEATHING SEAM WITH 8d NAILS SPACED AS SHOWN ABOVE INTO SILL AND STUDS. DRAWN BY: KW REVISED: 2/28/08 DATE: 10/22/07 ------------------- 76'-4" t1 1 lo 7'-0" lo, 5'-V" U► V1 O EXTEND EXISTING DECK NEW r EXISTING No DECK v � i DECK - W x EXISTING co x 4'-011 40 SCREENED PORCP SEE A m DETAIL 1-A6 SEE , r F W �— N DETAIL ® i WAD i-A6 I 30 - 26 446 6/1 I U D 1/ x5 7/8" 0 _ 32 ® 3 v ® OAK ® C/O 311 N R AW 31 ��7(2) 1/2"x24 5/8" I TV TRANSOM 4. EXISTING I in DORMER KITCHEN �i R I ABOVE ® I O N VAULTED FILING OAK 11 ' Zo 7 MAS ER 26 � SEDR OMOAK .. EXISTING STRUCTURE W Z 2446 6/1 =& I NAND DROP FLOOR co +GAT 5 I I HELD 4" IN SHOWER O 0 1/ x5 7/8" I. CADDR AREA FOR ® R i O ® ACCESSIBLE 1VALV - NWD SHOWER o (`(� `'lJ 0 TILE N FIREPLACE '_ " x GLASS WALL W/ - 113 10 8 -2 GLASS TO CEILING / I 2 o LU —BATH SEE k DETAIL ASTER41 1-A6 TILE w © GARAGE 2446 6/1 W r 30 1/8x56 7/8" w U N `r — 446 611 2 8 0 1/ x56 7/8" LITE �/ Q I T-1 III I I I II hl NOTE: o WINDOW DESIGNATIONS ARE � Q ANDERSEN WINDOWS. Lu — N o CONTRACTOR SHALL VERIFY _ LOCATIONS 4 DIMENSIONS PRIOR o TO WINDOW ORDER INSTALLATION Q z o AW 251 ���®- .�q 0 - OL 28 7/8"x28 7/8° pL�t� OF NEW WALL RICHARC3 �G p O RERTRAND i STRUCTURAL �� SEE SEE � ' - REMOVED WALL C________ 0 -a�► DETAIL DETAIL NO.2994 --�� 2-A6 2-A6 o Ln EXISTING WALL SEE SEE + ��,c ` � ��:� � � SHEET 3 OF 6 v DETAIL 7 xq ON DOOR DETAIL7 SHEAR WALL117 <., � ASS ' ----'��� 3-A6 W/ TRANSOM 3-A6 /aNt L� DOUBLE SHEAR WALL 29 ,, moo 2'-6" 2' 14'-0" 8'-0" 11'-q" 36'-0" 6l_711 221-011 FIRST FLOOR PLAN ADDITION 522 SQ FT SCALE: 114" = 1'-011 GARAGE 280 SQ FT JOB: 0704 DRAWN BY: KW REVISED: 2/25/08 DATE: 2/26/08 1� 1 ST STORY TOP PL -- TT--^-----^�Y- --"- '.=-�---- ----------;T---------- r----------1;-- I1 MAIN WIND FORCE RESISTANCE NOTES A I. - - •I 1. I 11 I I 1 1 I ! I I I I 1. DESIGNED TO RESIST WIND LOADS FROM 110-MPH SUSTAINED 3-SEC GUSTS. All ;; ; ; I I 2. 5/8' 0 ANCHOR BOLTS REQUIRED WITHIN 12 INCHES OF THE END OF EACH SHEARWALL T� iI. - - I1. - 11I I1 11 I I " 0 :I I..-•.• .-.-" �1.. •.• .-.-":I I. ., --- .-.III I I I I I I SEGMENT U.N.O. (SIX INCHES FROM END PREFERRED); RETROFIT 1/2 0 SIMPSON TITEN HD MIN. '� "' SHEATHING SEAM AT ;;I II , , EMBED. 5-3/4 WHERE REQUIRED. r , SHEARWALL SEGMENT END W :I I - " .:I;-" .•• -,- .:I;-• .-• "•"III I I I I I I 3. INSTALL LSTA 12 STRAP FROM RAFTER TO RAFTER ACROSS RIDGE OR COLLAR TIES. 1" - II II 111 11 11 it SHEATHING i I". 4. CONNECT RAFTERS TO WALL TOP PLATES WITH SIMPSON H2.5A CLIPS. „ 1, I, 111 1 11 II !I- . - '•- . ;I" - - '.- - ;I- . . ---III I I I I I I 5. CONNECT RAFTER-BEARING WALL TOP PLATES TO STUDS WITH SIMPSON H2.5A CLIPS. WHERE 8d NAILS ® 12 IN. SPACING I, 11 ' I I I I I I I I I RAFTERS ALIGN WITH STUDS, BUILDER MAY SUBSTITUTE H2A FOR H2.5A CLIPS. 6. ATTACH SHEATHING TO DOOR AND WINDOW HEADERS W/MIN. TWO ROWS OF 6d NAILS WITH 6 I1 Ii I1 111 11 11 II DOUBLE STUD AT I 11 i, 11 ll ll 2 X STUD TYP. -� -" - "" •" - �' ' ( ) INCHES BETWEEN NAILS IN ROWS. W SEGMENT ENDS II, li it 11 1 1 I I I I 1 1 7. END NAIL EACH LAMINATION OF DOOR AND WINDOW HEADERS WITH (3) 16d NAILS THROUGH SHEATHING SEAMI,.I .. I., .. I•I - I I i 1 Ail° " °° °° KING STUD AT EACH END. 8d NAILS @3-IN.VER1ICAL STUD WALL 11 11 II - 111 it 11 II 8. ATTACH ROOF SHEATHING WITH MIN. 8d DEFORMED NAILS SPACED AT SIX INCHES ALONG SPACING INTO STUD ,1I i 1 1.1 i•I .. Id 111 I I 1 EDGES, SEAMS, AND INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF RIDGES, HIPS, VALLEYS, AND (PANEL EDGE) „• I I i t I I I I 1 1 I I 2 X HORIZONTAL BLOCKING I °° " SHEATHING SEAM EAVES. 12-INCH SPACING PERMITTED ALONG INTERMEDIATE SUPPORTS BEYOND 48 INCHES FROM AT PANEL SEAM °° '° '° " " I I° ° ° °° °I RIDGES, HIPS, VALLEYS, AND EAVES. z SUB-FLOOR V,1" - 11- - II- 1 1 11 it 11 Ill ",, "" -A1 "- --,, -- .,1I II ,, 11 �- .,i. .1 1. -I - III 11 11 11 •-' W I! I; . I; - - - -,,, , , , , ,, 9. ATTACH NON-SHEARWALL EXTERIOR SHEATHING PER IRC-2003. 8d NAILS ®3-IN. HORIZONTAL FLOOR JOIST 'I " I'° ° ° ° ° °° 10. MECHANICAL CONNECTION HARDWARE FROM SIMPSON STRONG-TIE 2008 CATALOG. BUILDER SPACING INTO SOLE PLATE 11 II II II ,"" - -' •�;"- . -•- .;L____ ""-III I I I I I I � (1 r :__ MAY SUBSTITUTE MECHANICAL CONNECTORS OF EQUAL OR GREATER CAPACITY. V 1 11 -`-.-III •I; - "-".-." -I,-. """.-." 'I,-." " ---III I I I I I I 11. NOTATIONS ON PLANS AND SPECIFIC DETAILS TAKE PRECEDENCE OVER GENERAL NOTES. 11- - - ,i T.O. BOTTOM PLATE '' .1'' ' ' ' ' ' '-- 8d NAILS ®3-IN. HORIZONTAL `J! I. " '` "' ° ' SPACING INTO SILL PLATE N 5/8 0 x 12" ANCHOR BOLT �( -- - -----=---- ---- ----=------ - -------------------------------- -- ® 3-FOOT SPACING TOPOF FOUND. WALL -- -------------^-----^___-___�__ _ - ---------------^---------------- MIN, 8d NAILS 0 3-IN. SPACING 31 - AT ALL EDGES AND SEAMS ` FOUNDATION( WALL , RETROFITTED - - o ' _ o '_ o _ ° o_' F•� ANCHOR BOLT OR TITEN HD TITEN HD o , o o o V _ � 1 SHEARWALL ZONE-1 W Z 4 ELEVATION: SHEARWALL CONSTRUCTION SECTION: SHEARWALL CONNECTION TO FOUNDATION O A6 SCALE: 1/2 =1 -0 A6 SCALE: 3/4 =1 -0 NOTES': NOTES: 1. SHEATHING MUST BE MIN. 3/8 IN. THICK. 1. SHEATHING OVERLAP ACROSS (FLOOR SYSTEM TRANSFERS SHEAR FROM SHEATHING TO SILL PLATE. 2. MIN. 8d NAILS SPACED 3 IN. AT EDGES AND 12 IN. ALONG INTERMEDIATE STUDS. 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. W 3. MIN. 2 x 4 HORIZONTAL BLOCKING REQUIRED AT PANEL EDGES. 4. INSTALL 5/8 IN. DIAM. TITEN HD MIN. EMBED. 5-3/4 IN. FOR HOLDOWN WHEREVER THERE IS NO ANCHOR BOLT WITHIN 12 IN. 3. MIN 16" SHEATHING PAST SUB-FLOOR FROM BOTTOM OF SHEATYHING TO FIRST SHEATHING SEAM. -1 OF SHEARWALL SEGMENT END. SOME WALLS REQUIRE DOUBLE ANCHORS AT SHEARWALL ENDS; SEE 1/S-6. -1 5. MIN. 1-3/8 IN. NAIL PENETRATION INTO STUDS. 6. MAX. STUD SPACING 16 IN. O.C.; DOUBLE STUD AT SEGMENT ENDS. LL_ _1 7. DOUBLE SHEARWALL HAS IDENTICAL CONSTRUCTION WITH SHEATHING ON INTERIOR AND EXTERIOR FACES. Lu 8. WHEREVER POSSIBLE LOCATE PENETRATIONS (OUTLETS, PIPES, DUCTS, ETC.) OF INTERIOR SHEATHING UNDER WINDOWS. W Q U z W d NAILS @ 3-IN. VERTICAL SPACING INTO STUD z SHEATHING SEAM SHEATHING SEAM-" EAM LU U Q Q J 8d NAILS @ 3-1N. VERTICAL SPACING INTO STU 8d NAILS 3-IN. VERTICAL SPACING INTO STUD--` W z LE Lu� w v 8d NAILS @ 3-IN. HORIZONTAL SPACING INTO PLATES �)( ' 8d NAILS 3-IN. HORIZONTAL SPACING INTO PLATES--------"' LATES - of f DLz�OF M`Assq�. -1 �����-����� ��►��-����► 11 o d RICHARD �� Q �����=(III=����►=����) \llo 0 0 `� o BERTRANDcl � z ' o ANCHOR BOLT OR TITEN HD A cl STRUCTURA �' O ' o ANCHOR BOLT OR TITEN HD p NO,29894 y► (L' o tFlo At e 9 SHEET 6 OF 6 ('3 SECTION: DOUBLE SHEARWALL CONNECTION TO FOUNDATION 2 SECTION: SHEARWALL CONNECTION TO FOUNDATION A6 SCALE: 3/4"=1'-0' A6 SCALE: 3/4"=1'-0' NOTES: NOTES: 1. SHEATHING TRANSFERS SHEAR FROM EXTERIOR SHEATHING TO SILL. 1. SHEATHING TRANSFERS SHEAR FROM EXTERIOR SHEATHING TO SILL. 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. NAILING PATTERN SHOWN FOR SHEARWALL STUD 2. SEE SHEARWALL CONSTRUCTION NOTES ON 4/A6 FOR NAILING PATTERN. NAILING PATTERN SHOWN FOR SHEARWALL STUD AT EDGE OR SEAM. AT EDGE OR SEAM. JOB: 0704 3. MIN. 16" SHEATHING TO FIRST SHEATHING SEAM WITH 8d NAILS SPACED AS SHOWN ABOVE INTO SILL AND STUDS. 3. MIN. 16" SHEATHING TO FIRST SHEATHING SEAM WITH 8d NAILS SPACED AS SHOWN ABOVE INTO SILL AND STUDS. DRAWN BY: KW REVISED: 2/25/08 DATE: 10/22/07 I III � F LEG-hU ' ROUTE 28 2 0 i Ep BOUND 1. THE NOW OF THIS PLAN IS 10 DETAIL A PROPOSED �r -0- UTILITY POLE 5 LONG POND 7it, to ELECTRIC METER 3 2. LOCUS PROPERTY IS SHOWN AS: S W N ASSESSWS MAP 229 - PARCEL M POND ® GAS METER 0 0� DEED BOOK 12266 PAGE 259 RIVE 14 WATER SHUT OFF Z d O PLAN PINE -- W -- WATER UNE F o_ LOT 20 0 RAN BOOK 108 PAGE 9 --E — OVERHEAD MARES D CO n- OWNER APPLICANT LOCUS J N DRIVE 3 BAYBERRY $QUARECO, W. .- o C. 0119 ML & MA 02632 CE NTERVILLE, MA 02632 LOCUS MA N.T.S. PROJECT LOCA110N: i rn 60 POND VIEW DRIVE 0- COMM" MA 02632 i 4. COMMUNITY PANEL NUMBER 250MI 0005 C THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ; ZONE C, AN AREA OF M MAL FLOODING 5. ZONING INFOW710N: �► ZONING DISTRICT: RD-1 ' MINIMIJNI LOT AREA 43,560 SF MINIMUM FRONTAGE = 20' k CBHELD OF FRONT YARD SETBACK = 30' POLE '�..,`� JOH • �� SIDE YARD SETBACK = 10' 357-3 a�` JOHN J. PETTERCUSKIE 3 RE#R YARD SE7>TACK = 10' dt JUD17H CAPRA 0 18,'f. 1 ,8p' ,� I of -24 - - S/p - -- - D ATE.-� WVim• � ff - Aft�VW� - A'' Plan of Land at 60 Pond View Drive •► N/F Centerville, Massachusetts m FRANK N. LANGS SPARED FOR Lq ' Ba ide BuildingInc. 4 � a � I ° LOT 20 Bay Co,� C TIME J m 21,538 SQ. FT. f 3 APPROXIMATE 0.49 ACRES f BR �3 w i 2� Za ° LOCATION N Plan of Land HELD 9 / TX9. 0f AIIN ;FAX � ,� BULKHEAD O EXISTING SEPTIC SYSTEM a H� W �' W`� -� OUTDOOR SEWAGE #99-235 3 F" "' � SHOWER �"_" y BARTER NYE ENGINEERING & SURVEYING 47.4 m� i $ Re&tmd ftfessionW Engineers and Land Surveyors N 78 North Street,3rd Floor,Hyannis,MA 02601 m Phone-(508)771-7502 Fax-(508)771-7622 i W 200.00' f c'ov o N �'I3'40' 20 0 20 40 W 4020r To i 202.or SCALE 1" FEET Z SHAM A. CARUSIF SCALE: 1" 20' DATE; 01-23-08 WENDY L BOEPPLE, 4°* ! TRUSTEE REV. DATI"•. REMARKS i B i col 0: 2008 2008--002 SU WRKS 2008-002—CPP.dw 20018-w002