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HomeMy WebLinkAbout0100 COVE LANE Do Co v f J x , M. r - Y .. . ,. a.. R A Town of Barnstable_ Building aar ra �e Post:This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept �'+^� Posted-Until Final Inspection Has Been,Made �� �� se�� . 1 ° Where a Certificate of Occupancy is Regiuired such Building shall Not tie Occupied until a inai Inspection has"been made Permit No. B-19-78 Applicant Name: William Callahan Approvals Date Issued: 01/11/2019 Current Use: Structure Permit Type: Building-Insulation- Residential Expiration Date: 07/11/2019 Foundation: Location: 100 COVE LANE, BARNSTABLE Map/Lot: 351-062 Zoning District: RF-1 Sheathing: Owner on Record: PASQUA,ALAN J TRUSTEE Contractor Name- -.WILLIAM CALLAHAN Framing: 1 Address: 1345 PEARL STREET Contractor License: CS-095581 2 SANTA MONICA,CA 90405 Est. Project Cost: $5,949.00 Chimney: Description: Insulation.Air Sealing. i Permit Fee: $85.00 Insulation: Project Review Re `Fee Paid: $85.00 J q Final: Date: 1/11/2019 Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access s t reet or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. - --- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:; 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection h:Rou a 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage g 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # C�)d/ S Health Division Date Issued 3`3 Conservation Division Application Fee Planning Dept. Permit Fee 00 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/Hyannis Project Street Address l/ Village `K-JQLM ( e_ Owner :En ne 5m/';1'` ) Address cv, � Telephone o? a COrr1C (�ts`,d Until G1G�-h'J 30 Permit Request r + rc-�pL' x C-S Z�f tr F� a�AgJ� `l c.>� f N,�,� `�s 7� 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District - _a__ Flood Plain Groundwater Overlay Project Valuatior�t® oQ,�c Construction Type �X Lot Size AC , Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ti 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 7 Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing r new--.'=� Number of Bedrooms: (_ 9 existingon'ew Total Room Count (not including bath:3): existing _ new First Floor Roomicount Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Others �� Rq � _w Central Air: ❑Yes 4 o Fireplaces: Existing J— 6ew Existing wood/coal stove:A❑YM)Q No Detached garage: ❑ existing ❑ new size_Pool: ❑ exist(n—❑ new size _ Barn: ❑ exi ting ❑ new size_ Attached garage: �xistin ❑ new W. Shed: ❑ existQn 0 new size Other: 9 9 9 — 9 — i Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes Ioo I If yes, site plan review# Q_L't)Current Use � Ada Proposed Use �( .(� .G�X APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 2 Name Telephone Number �J J' 10 Address I R ���Y 1 License # OZL&ome Improvement Contractor# Worker's Compensation # Vk)C- 100- &019 309-,7015A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE T�� <<- FOR OFFICIAL USE ONLY APPLICATION# 1 --DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: -,FOUNDATION: FRAME 'A INSULATION r FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 4 FINAL BUILDING S �� /i a 6 G9 )e&4— DATE CLOSED OUT ASSOCIATION PLAN NO. j Main Level sfi o O o L (j,.-+ -a k•p-e4-v-0(.K cc-, l l✓L) A re-pl4ce �-r-�,,5�( 4-b"n 4 Or PARNSTABLE 38,,7v' d ove i-dZeP l�C-e- -� V..S 10 NJ 1 SYIe2�lv0c �,I s Chring'Room o �T 61411 CJ lop ri co; nt Ifoyer- $" I; BafhroomF. _ T 46, Mlastor Bath; °D r7 5'4f r o faster$gdroom G1, 20150258SKETCHSMITH 3/17/2015 w o Page:,1 2nd floor 2h,t l �ue� �e�14ce YIN OF BARNSTABLE ' ttl 37,1.2" 211, 121`6" 2/illj "� ,rauxxrw.e�. GG (VJAsam , ,mele Living Room `t Bedroom r` 'v T c 6'4" - h air 10'21r, 6 $' - co Bathroom 1 - - 1:V4" co 6'! 14-T' "15'6 00, C16"t (s) 21181�, 2nd floor 20150258SKETCHSMITH 3/17/2015 Page: 2 Town of Barnstable THE Tp� Regulatory Se'rwices 4 Thomas F.Geiler`,Director`'l BARNSTABLE. • a 9 MASS.1639. Building Divisiqu,.i S p LE Tom Perry,Building Commissioner 200 Main Street, Hyannis,M,�, � Y ' 4 PM 12: 06 !��_. www.town.barnstable. a.us Office: 508-862-4038 _ _ . �x: 508-790-623( -Ax FEE: $ o � SHED REGISTRATION 120 square feet or less Location of shed(address) Village ANktD. t am�—t -(EVAPnl R-7s- Property owner's name Telephone number Jb "c 11 Size of Shed Map/Parcel# 0 ture Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? y'05; Som—�Z 00) Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 l a. � �• �� �G��- f.�, .. ; � ^C �1 � '�.� d 4 .. 4. � � .. � � 91 .84 LOT 4 W a C . R 3 .t coo to 00 (00 ✓ NQ �� . C G,� Rom' DRIVE j/ I �,cpz S1 p� �'�-- OPEN DITCH 4- 143.3z 125.87 e _@ a SAGAMORE SURVEY ASSOCIATES SCALE: 1 IN.= 80 FT. �'`" P.G. BOX 2$ DATE JANUARY 2 , 2006 SAG AMORE BEACH, MIA. 02562 �v (508) 888 8661 I CERTIFY TO DAVID C. & JANET S. TIERNAN ` s '�`•. THAT THE LOCATION OF THE BUILDING SHOWN HEREON CONFORMS TO THE ZONING OF THE TOWN OF BARNSTABLE � I CERTIFY THAT LOCUS DOES NOT LIE WITHIN THE FLOOD HAZARD j� r � < ZONE- AS DELINIATED ON MAP 0001 C CO3MMUNITY N'0. 250001 PLAN REFERENCE: BARNSTABLE REGISTRY OF DEEDS REGISTRY OWNER: BOOK/PAGE: PLAN BOOK 180, PAGE 00S Q5 LOT PLO.: 4 PLAN BY: NELSON BEAP,SE AND RI CHARD LAIN BUYER: DATED: JANUARY 25, 1963 LTHIS INSPECTIOPd PLOT MADE FRQPI AN INSTRUMENT SUR'VEl" AND IS :SOT TO ' ED FOP, FENCES, HEDGES OR TO ESTABLISH LOT LINES. FOR USE OF BANK ONLY. 7 -r - -LA �- rT r i I — — — — 7-7 I 11 - - - - -i �- - r\ --— i -- O _ — — — ! T _ -r } T- +-+- — � ��'-T---I' � i a �J TLC- i��. � i— _ � ���r�'---'��--��=��L.��� ._—✓-�!/Y—�'"' �!��--- _ - �� IY �I 1 '�--,- - O 3--1�--. �- I Ill fir y-�- I ! ! ( ! I .— r -4- — — ��--r_ -� y r --� I 74 'BENNET 'jl I ���-� engineering, Envonmental & Surveying 'Services' T- �'R I�LYTC� -� - r - ---r--r Main-Streee �Erewster,M_A-026�31(508�896-6630�_�'- I !' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f.�i Map 351 Parcel 0 6 2 TO(M OF 84 RNs Permit# 7 � 9A k�l-lealth Division L y�g TA 8L ate Issued ��' � 4 s�onservation Division 3 17- GY -s,'3— YO °f, `�� PH 12: 28 Application F e Tax Collector _ Permit Fee .,n l Treasurer a�YIStO� r C.n SEPTIC SYSTEM MUST BE Planning Dept. , . �..e�e �2 0 G—TZea- INSTALLED I T COMPLIANCE 5 NTHDate Definitive Plan Approved by Planning Board I l Viol [.ef v--) V'"NMENTAL CODE AND Historic OKH [7�T 31Pre eaation/Hyannis TOWN)REGULATIONS C�wf1S � Project Street Address 100 rCootv�e� Lane., Village - f7x.�m5" I P Owner Jeff, Krug Address P.O. Box 921 w_ Ra rn s t ahLQ Telephone XSE191 (774 ) 487-1 604 Permit Request Perm t rPr11aci- i g for- a PQW hQm(; fA St L�Ef 4-en Square feet: 1st floor: existing proposed 1 17 2 2nd floor: existing proposed 1 17 2 Total new 2� q g p p g p p 344 Zoning District Flood Plain C Zone Groundwater Overlay N/A Project Valuation $2 0 0, 0 0 0.0 0 Construction Type New Modu 1 ar Lot Size 2 Acres Grandfathered: ❑Yes XXNo If yes, attach supporting documentation. Dwelling Type: Single Family Mx Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes CA No On Old King's Highway: ®Yes ❑No Basement Type: 0 Full UCrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) 0 Number of Baths: Full: existing new 2 Half:existing new 1 Number of Bedrooms: existing new 3 Total Room Count(not including baths): existing —new-7 First Floor Room Count 4 Heat Type and Fuel: was ❑Oil ❑ Electric ❑Other Central Air: ❑Yes C3 No Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yes ❑No Detached garage:Cl existing ❑new size Pool:0 existing ❑new size Barn:O existing 0 new size Attached garage:0 existing )Unew size 2Car 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 BUILDER INFORMATION Name Williams Building Co. Telephone Number (508 ) 362-6300— Address P.O. Box 272 License#— CS 075670 Yarmouthport, MA 02675 Home Improvement Contractor# Worker's Compensation# Savers/W00003321 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE cz FOR OFFICIAL USE ONLY PERMIT NO. w DATE ISSUED f • MAP/PARCEL NO. , t , ADDRESS VILLAGE r ti OWNER 5 , a l ' t DATE OF INSPECTION: 2 - T FOUNDATION A✓ OZAt7d11�� '���o FRAME INSULATION FIREPLACE: ELECTRICAL: ROUGH FINAL `t PLUMBING: ROUGH FINAL x • f GAS: ROUGH r FINALco . FINAL BUILDING c f 2 9 710 O < DATE'CLOSED OUT .ASSOCIATION PLAN NO.--, p A' ff i A 5 M Ar i x TOWN OF BARNSTABLE - "' CERTIFICATE OF OCCUPANCY PARCEL ID 351 062 GEOBASE ID 25338 ADDRESS 100 COVE LANE PHONE BARNSTABLE ZIP - LOT 4 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 79086 DESCRIPTION MODULAR 3/BED 2/BATH 1/CAR GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pF' CbNSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE rtnss. zbg9 1 BUILDING DIVISION BY DATE ISSUED 09/07/2004 EXPIRATION-DATE j TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 361 062 GEOBASE ID 25338 ADDRESS 100 COVE LANE PHONE BARNSTABLE ZIP - LOT 4 - BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 75982 DESCRIPTION 3BR-2. STORIES MODULAR W/SINGLE CAR GARAGE PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: TIM WILLIAMS/WILLIAMS BUILDING CO. Department'Of ARCHITECTS: .. _. Regulatory Services TOTAL FEES: $81.0-67 BOND $.00 �tNE CONSTRUCTION COSTS $237,312.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE s'O_' ;. * �� ,, AK 7 <'c b 6 1 BUILDING DIVISION BY � �r DATE ISSUED 04/14/2004 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. 4 BUILDING INSPECTION APPROV A LS PLUMBINLG�INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1� 2 2 2on � 3 o k A 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT AA� 2� G1 BOARD ALTH l I✓ol( Cis OTHER: SITE PLAN REVIEW AP OV L GyI� 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. I 7p/ F yi + a u .e 4firm f _ I t • s N" B.. UILDI G PERMIT t Ovll�q,44 49�06, xlr ',`. ..,r .� •ors µ. Df Affidavit of Substantial Financial Interest I Timothy C. Williams of Williams Building Co. , Inc , On oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 351 , Parcel 062 The address of the property is 100 . Cove Lane, Cummaquid, MA 2. 1 have 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is March .15 ! 2004 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: - Name Address _. Jeff Krug P.O. Box 921 W. Barnstable, MA 02668 4. Within the last twelve months, from today's date,---which is 3/1 5/04 , 1 have had a 1% or greater legal or equitable-interest in the following properties which have been the subject of a building permit application: - Mapj?aMel Address, 5. Within this calendar ,year, I have submitted 10 -building permit applications for - property in which I have a 1% or greater legal or equitable,-interest.:. 6. Within the last ten days, I have submitted 0 building permit applications for - property in which I have a 1% or greater legal or equitable interest 7: Within this month, l-have submitted o building perrnat:ap.plications for property in which I have a 1% legal or equitable interest -- 8. Within this month, I have received n sbuilding permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,this 15 day of March_ , 200 4 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT RESIDENTIAL BUILDING PERNUT FEES APPLICATION FEE d� New Buildings,Additions $50.00 J r 0 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSIIEET NEW LIVING SPACE 2 ,344' square feet x$96/sq. foot=+2;25_;024_,,. x.0031= _ $69$ 00 ____ plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) p p0 3241 square feet x$32/sq.P.= 1r x.0031= 39. ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= . (number) B� Fireplace/Chimney z$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Foot $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee proicost r �oFe T°w� Town of Barnstable hP Regulatory Services S 13nxxsx,0r L ' Thomas F.Geller,Director Muss. 9� g63y, `�prFD39 Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder Jeff Krug as..Ozunet..of the.sub'ect prop e I l i? pT- ._.._._._._ .. hereby autliotize Williams- Rii i-1 d :._.to°act ontay.beh21f,. in all ro•2.ttets relative to work authoiize�-by.this building•pe nit-application for: 100Cove Lane, Cummaquid•MA (Address of Job) _ S o er Date Jeff Krug Print Name 04/13/2004 16:52 5083626320 WILLIAMS BLDG PAGE 02 04/12/2004 15:36 2017392223 KBS FAGS 02/02 P.a,B*X 120;Soo Pmrk St So.Paris,,Me.04281 (207)739-2400 Fax:(2n 73%J223 INSTALLER CERTUICATION TO WHOM IT MAX'CONCERN; This will certify that KBS Building Systems, T-,nc has a certified sct crew to Oct our modular single-family homes. The aforcznentiorled are agents of KBS Building Systems,Inc, and thus have a ecrti-cate of iatsurance on.falc with KBS Building Systems, Tbc-or Paris Holdings,LLC. SipaturE: Name: 6 Title: Date: I - Commonwealth of Massachusetts =001 Board of Building Regulations and Standards Manufactured Buildings Prog�ir ram l;am — -= LABEL REQUEST FORM This Section for State Use Only Date ReceWed Lt 0 Label Numbers Issued: Fee Received S3000 -2 0O • fy 72-1 • a • Ff 7 a3 • iss act 1l7 S Check Number Date Issued: Issued by: This Section to be Completed by Manufacturer- PLEASE PRINT OR TYPE SECTION 1 - MANUFACTURER INFORMATION BBRS\DPS I.D. # 0 Manufacturer Name S- .90iLDIAldS MC # IL Street City/State/Zip Manufacturer Telephone Number: (t7) 73 _ %V0 Fax Number: ) _ o13 Manufacturer- Plant Inspector / Third Party Agency TPIA # Q� Number of Labels I Total Amount Attached S Manufacturer's Serial, Manufacturer's Model Number . - 5' Designation C'IJSTOM. : SECTION 2 - LOCATION OF BUILDING Street I City/State/Zip MIA LSECTION 3 - BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer N L" Street I City/State/Zip /e Certified Installer / 14 s Licensed Construction License Number: Csa I Supervisor zzjfi Expiration Date: i Thi's form shall be completed by the manufacturer when requesting manufactured building labels. All information-shall] be clearly indicated. Incomplete forms will be returned to-the manufacturer unprocessed. This request shall-be forwarded to the-State Board of-Building Regulations and Standards,=CERC `y , Building, Paul A. Dever School -.1380 Bay Street, Taunton, MA 01780 Bbrs\Form:;2\ nfgUbeiRequest June _.2CV1 of 1 '" •-( Date Rcceived at PFS _-- PFIVU, :, N . 1 F D :1DDITIO`AL OR MODIFIED.'�CCFPT:�'vCE('\4UDULARS:P,� CL Z . ) This for..is to be used only,\hen the manufacturer is seeking acceptance of an additional model,modified model or model name chan;:c which uses a previously accepted build•,ng system. 1 Current PFS Building System Aceeptan e --02J- Model Namc/No. `'. Manufacturer's Name S. &jLQ1QC1 SYsicli s Plant(s)at„hick model will be produced yS0 �(�R1 S ME Check One: -NEW MODEL MODIFICATION' TECHNICAL DATA(Submit?copies of this form and all data) --- ---- -- Conforms Floor Plan Showing: Yes No Buildin.v Size(LXW Dimensions) Room Sizes,Liht&Ventilation Schedule Exit.Requirements Electrical Outlet Spacing&Smoke Detector 1 V! Location of Labels&Data Plates Use Group,Type Const.,Total Sq.Ft.Area Plumbing System Design or Reference No.( �sPr6 � 0.C, f-4� Heat Loss Caaculations or Reference No.( See, RI _)(Y1EG C %aX Size/Model No.( ,�L ) Furnace —Thermal Performance Caiculations or Reference No.( �Z�^ ) , 1 Electrical Load Calculations or Reference No.( tee Ga1G f�W�f► Ii Service Size and Location(_£_`_O !! C _--)';::+= lop Submit model m the follo„in4J states: N' ' Description of Modification_--_ — --- 4 ' U Subniitted by:— c�l t�G i/` �~ Date I ror PFS Use Re,ie,-ed and Approved by ! Date — �II Remar"s--___ if NI`� THIS, FORM SHIALL BE FILLED OUT COMPLETELY WITH EACH MODEL ACCEPTANCE OR MOMFICA T ION PRIOR TO 131v1ITTAi. 'TC PFS. tit+ ry - Art �' ` �ue'ffARC cis e\ t rr� G\ 'Iii .!I �y1• KBS Building System MARRIAGE WALL HEADER 40 psf Groun Calculation Manual 1st floor of two story(total load) Snow load MARRIAGE WALL CEILING BEAM I HEADER CALCULATIONS IT -0 modules(NO ROOF LOAD) Total load consists 2nd floor live and dead loads and 1 st floor ceiling load only(see loads) In header calculation for first floor of two story models a credit will be given to 2 of 2 member ceiling perimeter beam,(no splices over the openings will be allowed)and load shearing will be used to determine header sizes for openings Note: Floor perimeter beam is made up of 2-2x10 SPF#1/2.Assumption is that over any oppening there will be one splice. Splicees will be controled and will be staggered at T-0"intervals 1-2xl0 SPF#1#2 A=1.5*9.25= 13.875 inA2: S=1.5*9.25^2/6= 21.39 inA3 1=1.5*9.25^3/12= 98.9 inA4 2-2x6 SPF#1#2 A=2'1.5*5.5= 16.5 in^2; S=2*1.5*5.5A2/6= 15.13 inA3 1=2*1.5*5.5A3112= 41.6 inA4 fb'2x,o=875*1.1= 963 psi fv'=7( 93.1 psi fb'2.e=875*1.3= 1138 psi AREA W live W total LUMBER SIZE A I S E El %M load load Fb fb' Fv fv' 2x10 SPF#1#2 13.9 98.9 21.4 1400000 138504297 0.70 240.0 322.5 875 963 70 93.1 2-2x6 SPF#1#2 16.5 41.6 15.1 1400000 58231250 0.30 240.0 322.5 875 1138 70 93.1 Total El= 196735547 SHEAR 2xl0 SPF#1/2 Lv=4*93.1*13.88/3*322.5*0.70= 7.59 ft 2-2x6 SPF#1#2 Lv=4*93.1*16.513*322.5*0.30= 21.5 ft DEFLECTION 2x10 SPF#112 Ld=(384'1 3850429 7/1 800'240'.70)^1/3= 10.42 ft 2-2x6 SPF#1#2 Ld=(384*58231250/1800*240*.30)^1/3= 10.42 ft BENDING 2x10 SPF#1/2 Lb=8*963*21.4/l2*322.5*.70= 7.8 ft 2-2x6 SPF#1#2 Lb=8*1138*42.8/12*322.5*.30= 11.0 ft No Header is required for oppenings up to 7'-1"since perimeter beams will span the oppening CHECK 2-2X6 SPF#1#2 CEILING PERIMETER WITH 2-1 1/2"xg 1/4"LVL FLOOR PERIMETER In header calculation for first floor of two story models full credit will be given to ceiling perimeter beam,(No splises over the openings will be alowed)and load shearing will be used to determine header sizes for oppenings Note:Floor perimeter beam is made up of 2- 1 1/2"x 9 1/4"LVL. 2-1 1/2x9 1/4 LVL A=2'1.5*9.25= 27.75 inA2; S=2*1.5*9.25A2/6= 42.78 inA3 1=2*1.5*9.25A3/12= 198 in^4 2-2x6 SPF#1#2 A=2'1.5*5.5= 16.5 inA2; S=2*1.5*5.5^2/6= 15.13 inA3 1=2`1.5'5.513/12= 41.6 in^4 fb'=875'1.1= 963 psi fv'=70'1.33= 93.1 psi APPROVAL Lid>'I i ED TO AREA W live W total FACTORY B'. , LU MBER/4 1 2LVL 27.8 197.9 42.8 2000000 395726563 0.87 240.0 322.5 2750 2849 80 280 >l�iFid�M�ApR{� Q IS, N94 u' 2-2x6 SPF#1#2 16.5 41.6 15.1 1400000 58231250 0.13 240.0 322.5 875 1138 70 93.1 rill,,''`', Total El= 453957813 `�� • ,� ��� , SHEAR 2-1 1/2x9 1/4 LVL Lv=4*280*27.75/3*322.5*0.87= 36.9 ft ``�h tJc T \'✓� 2-2x6 SPF#1#2 Lv=4*93.1*16.5/3*322.5*0.1 3= 49.5 _ft _ A. DEFLECTION . _2-1 li2x9 1/4 LVL Ld=(384*395726563/1800*240*.87)^1/3= 13.73 ft _ 4` 1 / i•�C. 2-2x6 SPF#1#2 Ld=(384*58231250/1800*240*.13)-1/3= 13.73 ft BENDING 2-1 1/2x9 1/4 LVL Lb=8'2849*42.8/12*322.5'.87= 17.0 ft 2-2x6 SPF#1#2 Lb=8*1138*42.8/12*322.5*.13= 16.7 ft No Header is required for oppenings up to 14'-0"since 2-2x6 and 2-1 1/2"x9 1/4" LVL beams will span the oppening AREA W live W total LUMBER SIZE A I S E El %M load load Fb fb' Fv fv' Lb Lv Ld L max 200 SPF#112 13.9 98.9 21.4 1400000 138504297 0.70 240.0 322.5 875 963 70 93.1 7.8 7.6 10.4 7.59 2-26 SPF#1#2 16.5 41.6 15.1 1400000 58231250 0.30 240.0 322.5 875 1138 70 93.1 11.0 21.5 10.4 Total E1= 196735547 Pagel f KBS Building System MARRIAGE WALL HEADER 40 psf Groun Calculation Manual 1st floor of two story(total load) Snow load 2-1 1/2x9 1/4 LVL 27.8 197.9 42.8 2000000 395726563 0.87 240.0 322.5 2750 2849 280 280 17.0 36.9 13.7 13.73 2-2x6 SPF#1#2 16.5 41.& 15.1 1400000 58231250 0.13 240.0 322.5 875 1138 70 93.1 16.7 49.5 13.7 Total El= 453957813 2xl0 SPF#1/2 13:9 98.9 21.4 1400000 138504297 0.33 240.0 322.5 875 963 70 93.1 11.3 16.0 13.3 11.30 2-2x10 SPF#1#2 27.8 197.9 42.8 1400000 277008594 0.67 240.0 322.5 875 963 70 93.1 11.3 16.0 13.3 Total El= 415512891 2-1 1/2x9 1/4 LVL 27.8 197.9 42.8 2000000 395726563 0.22 240.0 322.5 2750 2849 280 280 33.5 143.5 21.5 21.50 2-1 1/2x14 LVL 42.0 686.0 98 2000G00 1372000000 0.78 240.0 322.5 2750 2693 280 280 26.5 62.6 21.5 Total El= 1767726563 Tr=r' O KAR ,2 �aM31RIP Page 2 Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lc Data filename: T:\Engineerings\PRODUCTION\KBS-0235\235MEC.cck CITY: Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 02/20/04 COMPLIANCE:Passes Maximum UA=419 Your Home=379 9.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Raised or Energy Truss 1170 38.0 0.0 29 Wall 1: Wood Frame, 16" o.c. 2605 19.0 0.0 133 Window 1: Vinyl Frame,Double Pane with Low-E 301 0.330 99 Door 1: Solid 44 0.280 12 Door 2: Glass 40 0.340 14 Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0'insul 147 0. . 10 0.0 84 . 8 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1170 110 Boiler 1: Other(Exept 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 3.3 Release 1 c and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. �. r Date Builder/Designer .,U ate_ G l�ti --- �r ' �� .1 ` ^✓Rr'•V'•L i 's,f� 1�:� TO i IO �115 Eltitflt �.....,-.,t,-_-�.,----s-.}.•__ t } ,._.�._..-_� C' wi'a I PT`E "'f� cCiY is r k ` p a: t € PROFESSIONAL ENGINEERING DESIGN,I.I.C. 52 Stanley Lane P.O. Box 7 Norway-.Me.04268 P.E. ME#3328 NH#4083 CT#7265 FJ#3194 Phone 207-743-6585 Fax 207-744-0109 February 20, 2004 KBS Building Systems, Inc. PO Box 220 So. Paris, Maine 04281 RE: Krug, Barnstable, Mass. Pf= 25 psf. 2" x 6" #2 SPF Ceiling Joists can span 137-0" Second Floor Support of Knee Walls 12'-0" Boxes Spanning 15'-0" use 4- 1 1/2" x 9 1/a"LVL's Header by Second Floor Bath#1 Needs One 1 1/2"x 9 1/4"LVL Kitchen Ceiling Header Supporting Ceiling Joists need 2- 1 1/2" x 91/4"LVZ's. rL s C k A E�iJ MI t . � PROJECT PED III, Box 7 Norway Me.0426B' WoodWorks' I Feb.20,20D40910:1 Design Check Calculation Sheet , L~.---' ----F Locati.-r. 'tf tLo a,. TyVr Di TYPC Start End -art Load No i ELo a d]2 �i,iv e 225.n ------ and BEARING LENGTHS (in) : I MAXIMUM REACTIONS (IbS D r ea:d I — — iVC Tctzll th [LLeT L^—— ~^' uf14Dp0ouvona�cu�mcwoe""`"~.~ . | Self Weight SECTION vs.DESIGN CODE ND VI/Mr 2 Shear Mr Live on CTr re listed in ' DESIGN NOTES: ertion limits are appropriate for your application. For final member design contact your local on is for preliminary design only- I Please verify that thp default defi truCtural Composite Lumber):the attached SCL selecti en Wds are not applied equally to SCL manufacturer. 3.BUILT-UP SCL-BEAMS:contact manufacturer for connection details wh , - PROJECT ROJECT ® PED 11c � ,_ Box 7 Norway Me.04268 WoodWo r ks Feb.2D,20D4 09120'35 Desi n Check Beam4--:--- k Calculation Sheet g Sizer 2002a plf Ifil 1pattern LOADS: Pbs,Psf-or ----7 agnitude I I Start En' Start End_Load Type Di st ri-111 t i Or! Dead ! L 3.25 i n L70`7 W, 3.25 L;oa d 1 dl Live Live I JD,,a d�.Z. Live : MAXIMUM REACTIONS (IbS) and BEARING LENGTHS (in) 6-6, CY TI 2 368 8 Live- Total ---- --- - 1 nl{ i [Bea:rinq, Length l.0 LVL n-ply, 2.OE, 2500FI), 1-3/4x9-1/'V', 1-ply self weight of 4.67 Plf automatically included in loads, Load combinations:ASCE 7-98, SECTION vs.DESIGN CODE NDS-1997-(lbs,lbs-ft,Or i") 7 Value 30 2 py r n.n v Shear 3 Mr -rid i riel q99 o.2'2 .27 Live D-- L2 Total Dc f 1'r, L L/i ADDITIONAL DATA: CL C F Cf u Cr LC F CD Cm F.ACTORS: 50 1 i-0001.04 1-0 " F ,+= L.or 00 , .("o 1 .00 Fv 285 - . . . 1.00 00 2 -P F -750 Er-1 ") million 1.00 1.00 Be LCq D+L, M = 3912 lbs -f- V@d 1.201 Shear 2 D+L, V 1211, Def ecti f)":LL=C I D+L Cj= 23(.q4e06 5 ead Lead leflc-ctio n) i- Live L Deflection. TcT31 Deflection r CLJ=C0 n d J=Iripac S tile Analysis M114:'L]t LC"i e DESIGN NOTES: I.please verify that the default deflection limits awe for your application- esign only.For final member design contact your local (Structural Composite Lumber):the attached SCL selection is for Preliminary d 2.SCL-BEAMS I SCL manufacturer. MS:contact manufacturer for connection details when loads are rot appripd equally to all plys. 3.BUILT-UP SCL-BEA PF- MAR 0 21-fl"A4 KBS Fly 165915 A ATTIC 12 4 16154493 Sprowl Building Components,Searsmont.ME04973 6.C.013 5 Jan 5 2004 MiTek Industries,Inc u Feb 19 09::26:38 2004 Pagii. 0% 0.8 3-1 D-7 5-104 10-&13-0-1 ___+1270101-3-5-3 18-1-12_I_g_q -_ 44)-0 24-10-8 2 0-10-8 3-10-7 1-11-13 4-8-9 1-5-3 1-5-3 4-8-9 1-11-13 3-10-7 D• I-1D-8 tv Scale .1:66 1! 5x5 M1120 Z CO V. 4x4 M1120= 7 NO.6969 4x4 Mf120 OF STRUCTURAL 9.00 1-2 is 4� 6 V, ' t� i I 0 . GABY S. CENSIE?"' 2x4 M1120 i I ........ 0 Z REDWANLY 2x4 M1120!1 3 11"'/ONALS"� 4.4 M1120. - * "114111140", 9 4x4 M1120 ::-10 Z 2A M1120 5 2x4 M1120,,- No. 8278 ix 4 to ,0;1( :9,Jr 3 .4;�. 11 e 1.., o N STE Q� %N AL GABY % 11 1 I I it 0 S. 2 12 1 41 13 REDVVANLY NX -0 tD. .p No.9117 :-ZZ 4x5 I­MII20 4x5 M1120 0 16 15 14 ENS 4x4 M1120= 6x6 M1120 IS119 NAL 4x4 M1120- 3-10-7 1 5-10-4 ' 18-1-12 20-1-9 24-U 3-10-7 1-11-13 12-3-8 1-11-13 3-10-7 Plate Offsets X,Y: [LQ:9-3.�0-4 -O-0-3.94 -1 12,0 J1 6:0-1-12,0-2-01 __:0J,[14:0 :?:Pj T LOADING(psf) -SPACING -1-4-0 7 CS1 I DEFIL in (loc) I/defl Lid PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.53 14-16 >530 360 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.76 14-16 >370 240 I BCLL 0.0 I Rep Stress Incr YES I WB 0.46 I Horz(TL) 0.02 12 n1a n/a 13COL 10.0 Code BOCA/ANSI95 I (Matrix) Weight,132 lb ILUMBER TOP CHORD 2 X 6 SPF 1650E 1.5E *Except' BRACING TOP CHORD Sheathed or 4-1-0 oc purlins. 1-4 2 X 6 SPF No.2,10-13 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 1"-0 oc bracing. BOT CHORD 2 X 8 SPF No.2 WEBS 2 X 3 SPF No.2 *Except* 5-16 2 X 4 SPF No.2,9-14 2 X 4 SPF No.2 REACTIONS (lb/size) 2=1385/0-5-8.12=1385/0-5-8 CCN/ve, ......... Max Horz2=-271(load case 4) . R 1: Max Uplift2=-244(load rase 6),12=-244(load case 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47.2-3=-2025/235.3-4=-1872/237.4-5=-1792/243,5-6=-1193/252,6-7=-134/901,74=-134/901,8-9=-1193/252, 9-10=-17921242.10-11=-18721236,11-12=-2025/234,12-13=0/47 :a-0 No.18452 130TCHORD 2-16=-220/1540,15-16=-77/1135.14-15=-77/1135,12-14=-133/1540 .21 WEBS 6-8=-2261/415,5-116=32/985,9-14=-311985,3-116=749/237.111-14=449/238 N es,, •-�......*' I'll. Q.171 NOTES / IONAL 1)Wind:ASCE 7-98;1 10mph:h=201'1;TCDL=4.2psf,,BCDL=S.Opsf,,Category II:Exp C;enclosed;Isis gable end zone;cantilever left /11/1,111 fit I I 110001 and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)Unbalanced snow loads have been considered for this design. 3)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is th GABY§. REDWANLY responsibility of the fabricator to increase plate sizes to account for these factors. 4)Ceiling dead load(5.0 pso on member(s).5-6,8-9.6-8 5)Bottom chord live load(30.0 psf)and additionalbottor7i chord dead load(5.0 psf)applied only to room.14-16 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 244 lb uplift at joint 2 and 244 lb uplift at int 12. 7)Where diaphragm blocking is required of pitch breaks.Statilizers may be replaced with wood blocking. ,1l,,XA.AAA 0 N 6124 LOAD CASE(S) Standard 0 o ffq 4S-. GASYS. REDWANLY REGISTERED CIVIL C PROFESSIONAL ENGINEER A NO.382 10 a c� -ebruary 19,2004 �4WSmisrs_SlVe�Iydesiqsn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Pilt-7473 BEFORE USE Design vzl;d for use only min MiTek connectors,This!W vertically. design is based only upon Parameters shown.and is for an individual buiiding component to be!nV.l and loaded icaliy Aisplicability of design para in desienters and proper incorporation of component is responsibility of building designer-not tressR jncf.gracing shown is for lateral support of individual wen memosers only. Additional temporary bracing to insure stabifityduring Mr.S:.-.Cfnn is the resPonssts,114y of the erector.Additional permanent bracing if the overal:structure is the responsibility of the building designer.For general gi.rda quality cor.tmi,storage.delivery erect on and bra,ing,consult OST-SE Quality standard.0SE49 nraciqg Specif,':2 H T !;on,31'so 116-9i Bradng Raccr.imendalinn.wadw­frorn Truss P;;!e:n;tiIuie,583 D Onnfrio Dove,Maass(,, . In F37 n Wi 19 L F, i ?OT/D,xbp 11 �s�4 Sa p 1 • /�.� 15 J5 --- ------� 0 0. ��"P•. .r Y.<.Lc I } S'y I—tAc. ,' t 6 iv �e 'J�, •�, s Foy �\ � „ F Sti i x• 1 v `'t y�� Pl f.�:V`xx�. '.��y6. M1O E4•« •�� i �` �...,e,eYi.�:��rw.,..i f"`Yv •� 'f STONY COVE Apo.zd TRFET P-1 Or LAND 11 7bM.v O'6.nnsTiocuo,vii+9BO.R0 � CUMMApVID,e[lwSTdf[f,MM43 ,�_.-/'-r!; ---/-- •4' - FRANK H. NELEN P.H[NCRLEY,A ,�+~ _` ��� ----- Suas•I/.•f0/F. Jew. YS,1969 an — .. -__pia...-Y3 e-cP9 I So`P..,�9 /) a 9 �`/•� s Gk 18116 Pa26 -2262 O 1-12-2004 al 11 2 49a MASSACHUSETTS QUITCLAIM DEED I,Jane Barrows Tatibouet,Trustee of The Jane B. Tatibouet 1999 Trust, of 3131 Noela Drive,Honolulu,Hawaii 96815,for consideration paid,and in full consideration of TWO HUNDRED FIFTY THOUSAND AND 00/100 Dollars(U.S. $250,000.00)grant to Jeffrey W.Krug,Individually,of P.O.Box 921,West Barnstable,Massachusetts 02668 with quitclaim covenants the following property in Barnstable County,Massachusetts. Property Address: 100 Cove Lane Barnstable MA The land in Barnstable (Cummaquid), Barnstable County, Massachusetts bounded and described as follows: Northwesterly one hundred twenty-five and 87/100(125.87)feet;and again Northwesterly on an arc there measuring one hundred forty-three and 32/100(143.42) feet; and again Northwesterly one hundred sixteen and 53/100 (116.53) feet, all by Cove Lane as shown on hereinafter mentioned plan; Northeasterly by land of the Estate of F. Howard Hinckley as shown on said plan, a total distance of four hundred nine and 80/100(409.80)feet; Southeasterly by land of Frank H. and Helen P.Hinckley,Jr.,as shown on said plan,ninety-one and 84/100(91.84)feet; and Southwesterly by Lot 3 as shown on said plan„three hundred forty and 88/100(340.88)feet. Containing 1.98 acres, more or less, and being Lot 4 as shown on plan entitled, "Stony Cove Subdivision Plan of Land in Cummaquid, Barnstable, Massachusetts, Belonging to Frank H. and Helen P. Hinckley, Jr., Scale: 1"=40', January 25, 1963 Nelson Bearse and Richard Law, Surveyors, Centerville, Massachusetts", which plan is duly filed with the Barnstable County Registry of Deeds in Plan Book 180,Page 9. For title see deed dated 01/21/99 and recorded in Book 12006,Page 340. i Bk 18116 Pg 27 #2262 5 Witness my/our hand(s) and seal(s)thisAh day of January,2004. Jane B.Tat' uet 1999 Trust P Jan Barro s Tatibouet,Trustee a� Pam.wa C 1A ss: January Jr ,2004 Then personally appeared the above-named Jane Barrows Tatibouet and acknowledged the foregoing instrument to behis/her/their free act and d befo a me. AAQUEL P.ALESNA , ►"Ron% Notary Public: pvE. P,,gC� My Commission Expires: ivvv 3, j 6 s Q;••C10TAAY�y to 7C \(P"'•,pt161.1C F0F HP crl Y [-- i G' £�J �7 I k� .r1� [b +d t—. 1 1-. -= I W T'� iL ! r` r.Y 1 �� ►x* j b'1 Ci Nyy�1 Cr o .fa. I tr'� ���" C7 ta _ 0 0� i `� �1.3 i -wmz i Q Wd xu, •c + W Ix MCD ..... r.3 o w o Bk 18116 Pg 28 #2262 Trustees' Certificate I, Jane Barrows Tatibouet, of Honolulu, Hawaii under oath do depose and say as follows: 1 . That I am the current and sole trustee of The Jane B. Tatibouet 1999 Trust, under declaration of trust dated January 20, 1999. 2 . That said Trust has not been revoked or amended and that the same is still in full force and effect. 3 . That I have been duly authorized and directed by all of the beneficiaries of said Trust to sign, seal, acknowledge, and deliver the attached and foregoing Deed to Jeffrey W. Krug in the amount of Two Hundred Fifty Thousand Dollars ($250, 000. 00) . 4 . That all of the beneficiaries of said trust are competent and are operating under no constraint or undue influence. SUBSCRIBED AND SWORN to under the pains and penalties of perjury is day of �aVILU" 2004 . J" J tJn Barrows Tatibouet, Trustee JAL P. AL QQ`:•�pTAR ,�,� r�- off 0-f— t, %PuBora Then personally appeared the above-nated Jane Barrows Tatibouet, Trustee and, after being duly sworn, attested. to the truth of the matters above-subscribed, before me. Notary Pu V1 is My Comm. Expires : RAQUEL R ALESNA BARNSTABLE REGISTRY OF DEEDS I.w - • f11 J ;Jt r•y •1 i E__iJ V GARAGE NOTES i 1.GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. GENERAL NOTES. /1y `- 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING. NG SYSTEMS !� BUILDING �' A. ATTACHED GARAGE nn 1. WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BE INSTALLED PER MZ FACTL'Rtlt Ss t "� 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND 300 PARK STREET,REET, SOU T ri PARIS, M E O11`231 SPECIFICATIONS. ITS ATTIC BY MEANS OF 5/W TYPE"X"GYPSUM BOARD OR EQUIVALENT 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE. 2"A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM PHONE: 207-739-2400 FAX: 207-739-2223 WHEN NOT APPLICABLE OR ABLE,A RECIRCULATION FILTERING HOOD(MIN.100 CFM)MAY BE 1 3/4"SOLID CORE OR EQUIVALENT. SUBSTITUTED IF THERE IS A MIN.OF 4%BATURAL VENTILATION IS PROVIDED. 3.GARAGE FLOOR SHALL BE A MINIMUM 4"BELOW THE FLOOR 3. EACH DWELLING SHALL HAVE AT THE PRIMARY LOCATION A MAIN ENTRANCE DOOR.THIS DOOR SHALL IN A DWELLING. BE BOTH SWING TYPE AND 36"W x 80"H.(MINIMUM).EACH DWELLING SHALL HAVE TWO MEANS B. DWELLING ABOVE GARAGE APPLICABLE STATE BUILDING CODES: OF EGGRESS IN THE STATE OF MA. 4. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE MASSACHUSETTS INSTALLED ON SITE'8Y BUILDER. SHALL BE SEPARATED FROM DWELLING BY A RATED FLOOR/CEILING MA FUEL/GAS/PLUMBING CODE 5. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS ASSEMBLY RATED FOR ONE HOUR.WALLS SUPPORTING RATED ASSEMBLY MA STATE BUILDING CODE-CURRENT EDITION FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER SHALL HAVE EQUAL RATING AS THE ASSEMBLY BEING SUPPORTED 1993 BOCA NATIONAL BUILDING CODE EXTERIOR ENVELOPE INFORMATION: AND FIELD INSTALLED. 2.A DOOR BETWEEN DWELLING AND GARAGE IN A RATED WALL SHALL BE A MINIMUM W/AMENDMENTS 6. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE 3/4 HOUR RATED AND EQUIPPED WITH SELF CLOSERS. 2002 NATIONAL ELECTRICAL CODE SEE 1 VIAS SC H EC K DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THE STRUCTURE. W/2 N AMENDMENTS ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIRESTOPPED PER CODE REQUIREMENTS CHIMNEY/VENTING SYST P (IRC SECTION R602.8.1). II HEAT SYSTEM INFORMATION: 7. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH STAIR NOTES: M ONRY(OTE)OR A OPENINGS FIRESTOPPED. SYSTEM TYPE: HOT WATER 'i 1.BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS FUEL: OIL (tJL 103 HIGH T )INSTALLED WITH PROPER 8, FOR FIELD CONNECTIONS SEE MODEL CROSS SECTivNS. ALL C LEq'+�►CE ITN. PER NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR""'ARE BUILDER/CONTRUCTORS RESPONSIBILITY. 2.UNLESS OPJtNIOTHERWISE HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 6'-0' ` Z.r 10. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 3. RISE,RUN AND OPENING FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.t.1AXIMUA4 RISER SPECIAL SYSTEMS: p►sns certified _•fir-,.OR OF 81/4"MINIMUM TREAD OF 9"WITH FIRE ALARM SYSTEM-AC/DC PHOTOELECTRIC S K! i „ 1- rDt{� CDd( fy 0115 ERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY T NCY USE OPENING OF AN 1 1/4"NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6'-8",MINIMUM WIDTH OF 3'-0" a«, a, -;, LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVICED AS MEANS OF EGRESS THEY SHALL HAVE A M 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAiLING.RAILING BUILDING INFORMATION: HEIGHTOF NOT MORE THAN THAN 44"ABOVE FLOCF.,HAVE A NET CLEAR OPENING OF 3.3 SQ.FT.AND MIN. SHALL BE INSTALLED AT 30"TO 36"MEASURED VERTICALLY FROM NOSING R OPENING OF 20"X24". 1172 S Ft. 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISER IS Y P AREA OF 1st FLOOR: q _ -1 SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED E 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 1 112",HAND RAIL MAY PROJECT INTO AREA OF 2nd FLOOR: 1172 Sq.Ft. LOOR LEVEL INCLUDING BASEMENT.SMOKE<E DETECTOR SHALL IV INSTALLED IN EACH BEDROOM THE STAIRWAY MAXIMUM 3 1/2" VOLUME OF ENCLOSED SPACE: 36,156 Cu.Ft. D IN T VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE V�"LL ACTIVATE D UNDATION: STORIES:2 HEI /4" ALL,ANDITH NO INTERVENING SWITCHES.IF ADG1'i IONAL SMOKE DETECTORS ARE INSTALLED BY BUILGER I 8. SWING OF A DOOR OPENING ON A STAIRWAY SHALL. LANDINGS SHALL BE AS WIDE AS STAIRS NOT OVERLAP TOP STEP. HEIGHT ABOVE FO HEY MUST 8E INTERCONECTED WITH ONES INSTALLED 'r MODULAR MANUFACTURER. 9• ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED DESIGN OCCUPANCY LOAD:' 1 PERSON/200 Sq.Ft. BUILDING LOCATION: MUST BE OUTSIDE FIRE LIMITS LECTRIC SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR. 10.3 OR MORE RISER SHALL BE PROTECTED BY A HANDRAIL ON AT LEAST ONE SIDE 1e14. SPACING OF INTERMEDIATE GUARDRAILS AT STA!RNJJaYS SHALL BE SUCH THAT A 4"SPHERE CANNOT 11 OPEN SIDES OF STAIRS OR LANDINGS 18"OR MORE ABOVE ADJACENT FLOOP.AND AT LOT LINE MINIMUN SET BACKS: GREATER THEN 5'- S grlatura (�S THROUGH. WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAILINGS. ! 1 E CLOSED ATTICS AND.ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE RAFTERS SHALL HAVE CROSS''VENTILATION FOR EACH SEPARATE S?ACE Bl' 12. OPEN RAILING SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4" SP'r;tRE VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW AND COVERED WITH CORROSION CANNOT PASS _ _ _ DESIGN CRITERIA: RESISTANT MESH NOT<1/4"NOR>1/2"IN ANY DIRECTION. - - - A I TCN(ION LOCAL INSPECTIONS DEPARTMENT: 16. SAFTY GLAZING SHALL BE IN INGRESS AND MEANS ;F EGRESS DOORS,IN FIXED AND SLIDING DOOR j- DATE REVISION LIATE SHEET# SHEET NAME 1 USE GROUP: ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS COVER PAGE I 2-15-04 I The following items have not been completed by the Modular P1a -__ have not been inspected by PFS Corp., R4 IN MASS. IN DOORS ANDENCLGSURES FOR HOT TUBS,VJHRLP:;OLS,6ATHTUBS AND SHOWERS,IN AN'i PAF.T CF A I P2 2.16-0a Homes Manufacturer, II FRONT ELEVATION i - II ENCLOSING c OPERABLE PANEL ADJACENT TO A DOOR P2a EXTERIOR ELEVATIONS 1 :•16-04 I and are not certified by state modular label.Code compliance ONE AND TWO FAMILY HAN 60"A OVE DRAIN OUTLET.EN ANSE �IVC!VIDUAL FI:;_D OR O�HF BOT.TUM EDGE CF GLAZING IS LESS 1st FLOOR PLAN 2-18-04 must be determined at the local level: DWELLING,OTHER STATES P3 CONSTRUCTION DOOR WHERE NEAREST VERTICAL EDGE IS WiR,;N 24"ARC ID A DOOR L CLOSED PG THOSE ANC WHOSE p4 2nd FLOOR PLAN 2-18.04 Foundations,Porches,decks and steps BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,iN r.ie!NDIV{CUAL PANEL OTHER THAN THOSE LISTED Ise FLOOR ELECTRIC 2.18-oa _- HVAC systems Plumbing and Electrical CLASSIFICATION: ABOVE THAT MEET ALL OF THE FOLLOWING COND'.`ONS. P7 -_ connections at site Any items marked 5B/WOOD FRAME a.EXPOSED AREA IN AN INDIVIDUAL PANE GREETER THAN 9 SQ.FT. P7a 2nd FLOOR ELECTRIC 2_17 C4 - 1 (UNPROTECTED) b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOG,'?. F8 ELEC/P OOR NOTES 2 17 04 on included drawings as"BY BUILDER" ( P10 WINDOW/DOOR SCHEDULE II or with the""'or--'symbols c.TOP EDGE IS GREATER THAN FA ABOVE THE FLOCK. Pt2 1st FLOOR HEATING 2-18 4 DESIGN LOADS: d.ONE OR MORE WALKING SERFAGE WITHIN 36"HORIZONTALY OF GLAZING. P12a 2nd FLOOR HEATING 2-18-04 - LIVE LOADS SAFTY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAY LANDINGS GR'dJ17HIN o0"OF THE TOP F BUTTON I P13 PLUMBING SCHEMATIC 2-18-04 _ II GENERAL NOTES: 1ST.FLOOR-4o PSF OF STAIRWAYS WHERE THE BOTTOM EDGE OF GLASS 13 LESS THAN 60"ABOVE THE WALKING SURFACE. SECTION MAIN HOUSE 2.17-04 BEDROOM AREA-30 PSF 17. PLASTICS(INCLUDING GLAZING,SIDING.AND SKYLIGHTS)AND FOAM PLASTIC(i^:CLUDING INSULATION) `I P16a SECTION KIT.OFFSET 2-17-04 IF USED SHALL BE IN COMPLIANCE WITH STATE CODE ! P,9 FOUNDATION DETAILS 2"17-C4 1.!T IS THE BUILDERS RESPONSIBILITY TO INSURE THAT ALL I P19a FOUNDATION LAYOUT 206-Ca INFORMATION IN THIS PACKAGE COMPLIES TO LOCAL 18. MINIMUM R00�4 SIZE TO BE 70 SQ.FT.WITH A P.1iNIP:1Ut.1 ROOM DIMENSION OF 7'-0".ONE ROOM A MIN.OF I ORDINANCES. ROOF-40 PSF THRU 85 PSF OF 120 SQ.FT.AND A MIN DIMENSION OF 10 FT.(MINIMUM DIMENSION OF 10'-0"IS NOT CODE REQUIRED BUT i II IT IS A MANUFACTURERS CHOICE) 2.5UILDE:R IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS ATTIC-10 PSF MINIMUM Ij TO MAIN SERVICE PANEL. CORRIDORS-40 PSF 19. ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING. ( I 16 TOTAL PAGES STAIRS-CORRIDORS PSF 20. THE NUMBER OF MODULES MAY VARY. _-1 J 3.BUILDER!S RESPONSIBLE FOR ALL PLUMBING CONNECTIONS 21, IN ATTIC&ENCLOSED RAFTER SPACES,THE MINII:1t1M VENTILATION AREA C"HALL 6E 1i300 OF THE AREA UNDER 1st FLOOR JOIST AND ALL CONNECTIONS BETWEEN BALCONY-60 PSF LOCA'.ION OF LABELS: 1st FLOOR CEILING AND 2nd FLOOR JOIST. LCO E VENTILATED,PROVIDED A VAPOP.RETARDER HAVING A TRANS 1!SSION RATE NOT EXCEEDING T 10 MPH WIND ZONE,ALL DEAD LOADS N ACCORDANCE WITH ASTM 96 ISINSTALL-cD ON V✓ARIv<.SIDE OF A TIC INSULATION AND PROVIDED IS BEING SHIPPED INTO 1 N ACCORDANCE RED VENTILATION AREA PROVIDED 6Y VENTILATOR INSTALLED IN THE UPPER PORTION i DATA PLATE - ( i )PER MODULE AS INDICATED ON PLAN 4.IF THE HOME10 PSF OR ACTUAL PFS LABEL - ( 1 ) J FASTENING MUST COMPLY TO"110 MPH WIND ZONE CONNECTION ENILATED SPACE AT LEAST 3 FT.ABO`JE EA:'E OF.CORNICE\E^J:S,\NITHTi-'E BP.L::NCE CF THE IN EACH MOGULE AS INDICATECi GN PLAN SCHEDULE OF THE REQUIRED VENTILATION PROVIDED B"EA`v'E QR COP.I�ICE VEN iS WIND LOADS THIRD PARTY INSPECTION AGENCY: PFS CORP. E RE U 5.THIS UNIT MUST BE CONNECiED TO A PUBLIC WATER SUPPLY AND ITABLE ROOMS SHALL BE PRO`JIDED L`:/ITH AGGRcGA�E GLP.ZI�G AREA OF 107 LESS THAN 8SEWER SYSTEM IF THESE ARE AVAILIABLE. g0 MPH FLOOR AREA OF SUCH ROOM.THE MIMMUNINATURAL VENTILATION AREA SHALL cE 4% OF THE TP!A#02 EXPERATION DATE OF CURRENT CEP,TIFICATION:04/30/04 J 6. R.EFER TO CALCULATION MANUAL FOR BEAM AND HEADER DESIGN. R AREA VENTILATED- RS ON OCCUP ABLE ROOMS INCLUDING BATHROOMS SHALL of MINIt:1UM 28". B B RS \ DES I.D. #: ----- 7.DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR __-- DIMENSIONAL REFERENCE.DIMENSION LINES AND NOTES �iIA ISSUDED MANUFACTURER MC 243 EXPIRES O4/30/04 SUPERSEDE ANY SUCH REFERENCE. P_ covtl� PAGE ;�.Iu55.; KBS BUILDING SYSTEMS, 'INC. . KRUG WILLIAMS BUILDING COM I COLONIALSHEET;; P1a o KRUG ABLE,MA YARMOUTHPORT MA DWN. BY: ��'� i i 300 PARK STREET, SOUTH PARIS; ME 0423 FILE NAME: MAB03-0117 SCALE' ^O�'�E ;nnTF R-„4 I N sU �cs. Tt>;<� PHQS`1E: 207 739-2400 FAX: 207-739 2223 1 1 _ !Sr-)ViEV1/GABLE END OV<-HANGS �- 2x8 SPF"2 OR EQUAL RAFTER : / AST RAFTER J14•PLYWOOD SHMI 3/4"PLYWOOD 3/4"COX GUSSETTS PLYWOOD SHIM 2x8/2x10 212x6 J/<'FOR GABLE END OVERHANG 1x8 SPF#2 OR SPF#2 OR EQUAL EQUAL FASCIA PERIMETER RAIL 1x4 SHADOW BOARD VALLEY RAFTER ON SITE BY (2)2x6 3/4S FASCIA RAFTER EQUA BUILDER/DEALER (MATERIALS BY KBS) PLAN VIEW GABLE END OVERHANGS RIDGE VENT I� 77j - CLASS C -- 12 ROOFING SHINGLE . mil I 9 3/4 1, APPROX. IT • RIDGE VENT II IL lilT APPROVAL U?M-ITED TO FACTOR II -T ® ® `" s1 A ` i Ci. }•Nt;;tt: • Lid (B. 6 yp Wes, y. - t' v^ I t �a"4yL y�yJ, 7• } FRONT ELEVATION MA R 1�° it PRO`�,/'b i>,... 3.—U4PI ,ter.-. A REV/t:FPREL KBS BUILDING SYSTEMS, INC. FRONT ELEVATION (� REV Y,LMK FPSEL fiO.v:R &39auE KRUG WILLIAMS BUILDING COM COLONIAL SHEET# P2 o REV#2 2i6 BY:JC YARMOUTHPORT MA DWN. BY: JAC F 300 PARK STREET, SOUTH PARIS, ME 04281 BARNSTABLE,MA FILE NAME: MA603-0117 SCALE: 3/16" = 1'-0" LU SERIAL>r: KBS-0235 DATE: 02-16-04 EUILCNGSYSTE^'= PHONE: 207-739-2400 FAX: 207-739-2223 ' s i r-RICGIEVENT I 12 �CLP.SSC 9i— ROOFING SHINGLE \ i r Z PANELIZED EXT.FIRE FLACES CO.FILET ED ON SITE 51 9I /OTHERS ATTIC SPACE ONLY ABOVE f HOUSE&GARAGE VALLEY RAFTER ON SITE BY BUILDER/DEALER (MATERIALS BY KBS) 12 PANELIZED GARAGE - RIDGE VENT INSTALLED ON SITE 9 314 APPROX. , CLASS C ROOFING SHINGLE RIDGE VENT I RIGHT ELEVATION ' - Y` PANELIZED GARAGE I i INSTALLED ON SITE BY ,--RIDGE VENT I BUILDER FASS CG SHINGLE + �) 1 0 0 Q WT—T F, 1Fig BACK ELEVATION I� Y ^i—(� r1�: { 9lJE�t :\ :>� RT n ice' b r1,`'Y 6'^ ".. A �ia�Ci % Lutl�t s °';�5 `�' MAC 0 1 2004 po- LEFT ELEVATION P.CUSE?F°E . .EXTERIOR ELEVATIONS REV v>>,LMK FPSEL KBS BUILDING SYSTEMS,. INC. 3i�4DcR JC3'IaVE KRUG WILLIAMS BUILDING COM COLONIAL ., SHEET# P2a YARMOUTHPORT MA DWN. BY: JAC 300 PARK STREET, SOUTH PARIS, ME 04281 BARNSTABLE,MA FILE NAti1E: MA803-0117 SCALE: 1/8" = 1'-0"SERIAL#: KBS-G235 - DATE: 2-16-04 BUILDING SYSTEt.S PHONE: 207-739-2400 -AX: 207-739-22 23 5EZ0S8>1 *#Id R3S :31 (j - V0/96Z ���o-EosVw 3wVN3�1J d `38d1Nid B SyaLS.kSJNlaln9 m 0122 £ZZZ-6£L-L0Z Xd3 OOVZ-6£L-LOZ �3NOHd < .o-,� =.9 d 13odH1noW :m 0- na 02 � 00£ svi dI111M LEE 3w SNVd Hinos `133aS M z Ed '3N1 `SN3iS kS `JN1aiin9 se)i �' N` -ld �1001JI56 1 llNn.o. INn.e. .o-.Zz .9WLL Z-.4 138V1 kLNYdUVM 3NIVW ® .9L/L L OL-.Z L 31V1d VIVO O .9.OL Zll L V.OL .UL S S-138YI31VIS p WQi1}.C)cl LIlf?�3 �lkaZ3-LO�j' S138 dl uatld aMIHl ❑ ^_7�.'/t311 1 ? s40E 940E 940E I I ^' 031]VN I N N sais-Oc I I o'< _z 3OtdS JNI �I�38VSn VS3JVUOS3NId Md a3SINl3-Nn NONAINO 3d 1 S 30OI11V �Iii�Iii S80R31N1 MOGNIM I 30 � D= � a o A xlol 1v _ -01 0 A A o��Ixl O N N 11Nn..` . L wo0ao3a Z A N r , .6.1£ m ICI co I I .4/L6-c .9L/£L4.S . .9L/£ ` L.B xrl I .UL S .B/S 8 AL .Z/1£ .9! E.4 I ( �L "2NOMEW I,,�'�!lP3.l1 �ILLllll� .ULS .Z/L SL O.E 1 1 K f 4250 . a3-IIVN I I a 03nl'J I N3NIl 'JS940E I I I - aooa sanls-e 1 N I H'O DC 6 a03 AlNO 3Wtlaj i _ o 9.Z zt 9,Z O. N I 1 1 nAi. 4 I I mm z o I I 1 w o 44 D o rn ------------ o omo E HIVS I 0 w I I 0> a3-1 N I 1 --� 0311VN Q+ SOn1S"O£ I 1 o UP TO DFL `------------ 9a3n10 O 1 1 y 2NDFLR sons" m °i 1 I I 3AO13V z x z Sg>(A9 03N`JIS30 1 I 03lIVN Ol N3dO 38 0130V8VO UOd 8 a3nl`J I 1 W72 r , I I _ ------ --- SSn211 NVdS 310NIS W61— PANTRY _ s'�_ 70 I � sanis-E I I CLOSET FRIDGE I 1 1 I ro OPENING Bt2 I I I I o w 0Z 0Z a a3-IIVN 311S NO 0311V1SNI sanis a I r a 1 11 g T 1 ox 1 NI 3JVaV903ZI13NVd me I o = WOOa'JNINIQ 0 Iml A r I m 1 rn •Li'OS 09l m 1 z- 1 o- ^r o WO08 ONINI 831V30rd3o-llna d0 A11181SNOdS321 Zp, O zplml 0 3H1SI30"VJ o an N3HO1D1 mbCDd0 S1N3W3aIn03a 03 X 1 1 NOI1V'd3d3S 3bl=l sarus-V I I I I 1 I r. B 9C95 9fS18 i- J a311VN 1 a a3nla I 03ilnw ; Sanis-c a001j 330.ZL a3SIVa I Al 940E-Z 30`dld3al3 NO(SV9) ^' w 31 smtzm Oo M O 0 03 8 03m3n10 . Z 4z San1S£ �9 .Z/L E-.Z £-.V .UL U AL L .zn o-.L L Al .arc s-s .0-.9L .ZIL S .9/L 4-.SZ .8/L 9-£L .an S-s N011035 ItlINOl00 N01103S 3dVO .0L-.£S 16'-0- 1 s-10- 22'-0- 6-7 3/16" 19'-7 13/16' 15'-9- 5'-5 7/B' 10'-11 112' 1• I 5 112" 10'-6' 0 . 3-STUDS ----------------——————————————— GLUED& NAILED J 3046 3046 SG 1 ( AS)DN FIREPLACE J I N 3046 3046 ( R4,ISED 12-OFF FLOOR I I / � 1 I J T 4-STUDS r0 I I / A4_STUDS I NAILED GLUED& I 1 I / NAILED 1 - 1 J Zi // 1 BEDROOM 3 FAMILY ROOM (.)I // 1 177 SO.Fr I 363 so.Fr I x z I .' xl Q o LLI I WI //' I Q W zww I aI I ' I Q QF-- J Z Z V cl) ma�, z LU Z U p U) NO L) o 0 Z 26 Tub Shower PANELIZED GARAGE I I \\ I I o I 1 3-STUOS F I K,66s 4-STUDS FINISHED ON SITE 1-�i I I \ GLUED 8 co :o z O I I \\ NAILED i , i iv NAILED BY BUILDER om E1--6X6 OAK I p m¢ I I POST I io x i 1 m �' z BATH 1 b qq PRO V :i._ U-.'^ +j-^-:vJ:T I * DS Z STUB FnOTr, r 0 LUE I N - ; o I I T \NAILED I I 6 ou O 3046 j� fl£��yt, -----.---� \ E.9"k. ri L ZU i GL S I X j Q `� 3046 __EZYiN ___ _ GLUED& NAILED i N o_0 N--U i 5'-4 13/16• \�R1t it+0 A?A L `•��� I I -3 3116" L9 15'-J' -j z 1 3 V-9• O Z I m xZ p I " "UNI7 `'_'s big• n I z I o i`ov I�`ml t / W.I.C. I! IX i w '" e 84 SO.Fr i a I BEDROOM 2 N , 207 SO.FT Q '*`�I r-�7517fir O ry[- ♦ 3-STUDS Y A I (GLUED 8 I Y 940£ I NAILED£ 940E ( i r,'R J L U r THIRD PARTY LABELS 9 j - A STATE LABELS 2'-1011/16' {i A4�Qf�L��?' t'L('b��T T� DATA PLATE 4'-2 11116' 9'-6 1/2' I�� 22'-0" . yl' ��-r�UhT!OtJ ® MAINEWARRANTYLABEL UNIT "E"UNIT "F" , _ �,� 2nd FLOOR PLAN z KBS BUILDING SYSTEMS, INC. 'W WILLIAMS BUILDING COM COLONIAL SHEET# P4 SOUTH PARIS ME 04281 KRUG DWN.BY: JAC 300 PARK STREET, YARMOUTHPORT MA scALE: 3i1s"= 1'-0" ' PHONE: 207-739-2400 FAX: 207-739-2223 BARNSTABLENA FILE NAME: MAB03-0117 9UILDiNGsys1>aws SERIAL M • KBS-0235 DATE: 2-17-04 4 17 2 O I 1 1 r I c I I 1 I KITCHEN 19 1 1 I I I I 1 I a Fs I I I LIVIN ROOM I 1 I I I 1 a I 1 DINING ROOM ��, PANELIZED GARAGE r FINISHED ON SITE 1 1 w BY BUILDER e 1 1 I I 1 I I I I i I I I j 21 14r3 --- I I -j 18 owt 1 I T J_1 I S. J r-----------------� ' 1 1 14 I I I I B H 3 I 1z ; -, ,f�' 7. i �� ' r rn a 1 J-2 5 I I I N 16 I 1 v I MA,R 't'i is4 T x I I I :c `.t; I I wa 1 I s .—A I I "A"UNIT I BEDROOMI x sn I o F`a N ca 1 I cc I I 4 J-1 @ CEILING JOIST FROM 20 2ND FLOOR SMOKE DET t ;1 !CJ►v J 2 J-2 @ CEILING JOIST FOR ^C"UNIT "B"UNIT 3�..r�r ',t l� 3�'U-, 2ND FLOOR 3-WAY SWITCH ,,1 Loon ELECTRIC BS BUILDING SYSTEMS, INC. „�„� 1 st F Z K . o ME 04281 JO N WILLIAMS BUILDING COM COLONIAL , SHEET# P7 D 300 PARK STREET, SOUTH PARIS, KRU G DwN.BY: JAC > ' MA YARMOUTHPORT MA SCALE: 3/16"= 1'-0" 8°IL°It1°SYEll PHONE: 207-739-2400 FAX: 207-739-2223 BARNSTABLE, FILE NAME: MAB03-0117 DATE: 2-18-04 ecGalAI It, KBS-0235 7 g 0 p 9 ---- ---- / I I / I I � I I 1 T I 0 1 I I / FAMILY ROOM BEDROOM 3 1 I I I I 1 J L — 1 m ' W 1 I J m Z U > Q I W cc �� I ciz O = Jcn Tub Shower PANELIZED GARAGE I ti o Ki� FINISHED ON SITE a I BY BUILDER 413 \\ TH 1 I I J_2 f`l^ { \ I I � ,� �IRT 23 cP ti = s 6 ` "D"UNIT 1 I v W.I.C. 1 BEDROOM 2 1 I 0 I I g J-1 @FLOOR JOIST FOR 1ST FLOOR SMOKE DET. J-2 @ FLOOR JOIST FROM r, `ri,fill P 1 --n\��` �t���-{ �t:t� 1ST FLOOR 3-WAY SWITCH "F" UNIT "E"UNIT _= -`'`f J-3 @ ATTIC ACCESS FOR J 3 SWITCHED OUTLET OR LIGHT ON SITE o", 2nd FLOOR ELECTRIC Z REV LMKFPBEL KBS BUILDING SYSTEMS, INC. WLDER JOBWILLIAMS BUILDING C MM COLONIAL SHEET P7a O REV#2 2/6 BY:JC -1100 DWN. BY: JAC F lw 300 PARK STREET, SOUTH PARIS, ME 04281 RNSTABLE,MA YARMOUTHPORT MA SCALE: 3/16"= V-0" > PHONE: 207-739-2400 FAX: 207-739-2223 FILE NAME: MAB03-0117 BUILDINGSYSfEMS SERIAL#: KBS-0235 DATE: 2-18-04 ----- _ 200 AMP SERVICE PANEL i c I BREAKER CIRCUIT I ELECTRICAL- NOTES' 16. BATHFANSAREVENTEDTOEXTERIOR. BREAKER WIRE WIRE SIZE I DESCRIPTION CIRCUIT DESCRIPTION SIZE SIZE SIZE IDENTIF. 17 RANGE HOODS TO BE VENTED 70 THE EXTER!CR. IDENTIr"". AMP VOLT AMP VOLT I i. ALL ELECTRICAL WIRING AND DEVICES INSTALLED BY MANUFACTURER SHALL BE DETERMINED u R KITCHEN IS PROVIDED WITH 4%Ot"FLOOR AREA WITH NATURAL � 2 NECESSARY AND PLACED IN ACCORDANCE WITH T'r.c APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE VENTILATION.NON VENTED RANGE HOODS MAY BE USED. Stv1ALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE ACTUAL LOCATIONS OF ELECTRICAL DEVICES IN THE MODULES MAY VARY FROM THOSE DEPICTED ON THESE 1 4 PLANS,BUT IN ALL CASES SHALL CONFORM TO THE APPLICABLE VERSION OF THE NATIONAL ELECTRICAL CODE. 18 ALL HOLES THROUGH PLATES IN WALL MUST BE FIRES TOPPED. 3 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 19. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL 14-2 15A 110 GENERAL LIGHTING 6 2. WALL SWITCHES 70 BE 48";RECEPTACLES TO 6E 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY) 5 GENERAL LIGHTING 15A 110 14-2 8 TO THE°OT7OM OF THE BOX FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE). MUST HAVE CIRCUITS WIRED INTO ELECTRICAL PANEL ON-SITE. GENERAL LIGHTING 15A 110 14-2 14 2 15A 110 GEN=RAL LIGHTING 3. ANY WAL L2'-0"IN LENGTH ORGR_ATER WILL HAVE P.RECEPTACLE(HABITABLE SPACE ONLY) 10 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 4. KITCHEN COUNTERTOP RECEPTACLES ALONG THE WALL WILL INSTALLED 14 OUCH A A COUNTERTOP SPACE SO THAT NO SPACE 20 COMPLY WI. LOCATION DTH SECTION 1,10 6 OF THE NA?ONAICELECTD ELECTRICAL ODE. 9 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 I WASHER 12 ' OF COUNTERTOP MEASURED21• CARBON MONOXIDE DERECTOR,ONE PER FLOOR IN THE STATE OF RI 1t 14 1 GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFCI PROTECTED. 40A 220 8 3 10 3 30A 22G DRYER 16 ! 22. ALL BEDROOM OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING 13 RANGEWALL OVEN 5. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SMOKE DETECTOR. 15 18 SHALL BE MORE THAN 6'-0"FROM A RECEPTACLE. EXTERIOR LIGHT DISHWASHER 20A 110 12-2 12-2 20A 110 BATH GFI DUPLEX RECEPTACLE 17 20 6. ALL SMOKE DETECTORS TO BE AC/DC(PHOTOELECTRIC IN MA). ALL SMOKE DETECTORS(INCLUDING THOSE 220 V RECEPTACLE CEILING LIGHT M23 SPACESAVER MICRO. 20A 110 12-2 12-2 20A 110 BATH GFI SUPPLIED BY BUILDER)SHALL BE INTERCONNECTED. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO 110 TUB GFI"' 22 LIGHTING CIRCUIT WITH NO INTERVENING SWITCH AND POWERED ON SITE BY BUILDER. RED WIRE IS FOR 1/2 SW 8 SWITCHED RECEPTACLE ® FLOURESCENT LIGHT REFRIGIRA70R 15A 110 14 2 12-2 20A INTERCONNECTION. BLACK WIRE IS FOR POWER. 20A 110 12-2 24 $ SINGLE POLE SWi7Ct;- WALL LIGHT BATH GFI 10-2 25A 220 WATER HEATER 7. IGNORING SMOKE DETECTORS INSTALLED IN BEDROOMS,IN THE STATES OF MASS. $ THREE WAY SNITCH ELECTRIC HEAT"' 20A 220 12 2 26AND RI.THERE SHALL BE A ONE SMOKE DETECTOR INSTALLED PER 1200 SQ.FT.PER FLOOR. A6FMALEIFEMALE COh VECTOR 8. IN THE STATES OF RI.SMOKE DETECTOR WIRING IS INSTALLED BY MANUFACTURER, $4 FOURWAYSWITCH 12-2 20A 220 ELECTRIC HEAT 30 i OR ry TV JACK G9 SMOKE DETECTOR IS INSTALLED BY BUILDER AT A LOCATION DETERMINED BY THE FIRE MARSHAL. O SOFFIT LIGHT ELECTRIC HEAT"' 20A 220 12-2 SPARE(CRAWL OR BSMT.) 32 R PHONE JACK 31 9. NONMETALLIC SHEATHED CABLE SHALL BE TYPE NM-B. w 34 10. CONDUCTORS AND' EQUIPMENT SHALL BE LABLED OR LISTED BY A FIL FAN LIGHT COMBO O DOOR CHIMES 33 'SPARE(CRAWL OR BSMT.) 12-2 20A 220 ELECTRIC HEAT"' 36 NATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT SHALL BE SD AC/DC SMOKE DETECTOR WP WEATHER PROOF 35 SPARE(CRAWL OR BSMT.) SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. 38 11. ALL RECEPTACLES TO BE GROUNDED TYPE. CD CO DETECTOR 20 AMP RECEPTACLE 37 COOKTOP"' 30A I 220 10 3 12-2 20A 220 ELECTRIC HEAT 40 12. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. FS SAFETY SWITCH(DISCONNECT)AT 60-AFF 39 13. ADDITIONAL CIRCUITS FOR OPTIONAL MODULE WILL BE ADDED PER NEC AS NEEDED. GFI GROUND FAULT PROTECTED "'IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL CIRCUITS JUNCTION BOX O THERMOSTAT @ 60"AFF WATER HEATER MAY BE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILDER 1 4. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH X CAT.V. JACK 15. CIRCUITS`32','33"&"35"ARE DEDICATED FOR CRAWL SPACE OR BASEMENT WIRING NOTE:ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRUCT DICTATE OR EQUIPMENT INSTALLATION,AND ARE INSTALLED BY BUILDER ON SITE(GFCI PROTECTED). f GFCI RECEPTACLE f^ �_ 10. EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY DWV NOTES: IZED ACCORDING TO FIXTURE LOAD. FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. 1. ALL PLUMBING NOT PROVIDED BY KBS BUILDING SYSTEMS.INC. TO BE SUPPLIED AND INSTALLED 15.WHEN IREQU RED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS 11, ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0'O.C.BY STRAPPING. ON SITE BY LICENSED PLUMBER. 12. COPPER DISTRIBUTION SUPPORTS: AT THE BASE AND AT EACH FLOOR NOT EXCEEDING 10'-0"ON at? c 14 2.ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. CENTER(VERTICAL).MAXIMUM EVERY 6'0'(HORIZONTAL). °° (°J ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. 13.WHERE CODE PERMITS,SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. 3. PITCH ON HORIZONTAL WASTE LINE IS 118'PER FOOT FOR 3'DIAMETER PIPES AND LARGER. 16.WATER CLOSETS SHALL 8E A WATER CONSERVING,LOW CONSUMPTION 1.o GALLON PER FLUSH R 14. 314"MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1'FOR 20 DFU'S AND OVER WITH FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 114'PER FOOT. MODELS MUST HAVE CLOTHES 112'SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. ``� �`�N ran" WV PIPE MUST BE SUPPORTED. INTERVALS OF NOT MORE THAN 4'-0'HORIZONTALLY 17 ATWO STORY SECOND FLOOR FIXTURES,OR FIXTURE GROUPS SHALL HAVE DARAIN STACKS SEPARATE GE his, 'mom 4.ALL PLASTIC D 15. FLOOR PENETRATIONS FOR SUPPLY LINES ARE L F BE RES. OPPED AND BLOCKED IN FIELD WITH `� �� r �, f OR VERTICALLY.PLASTIC PIPE UNDER 2"SHALL BE SUPPORTED AT 3'-0'INTERVALS. 18 FIRST FLOOR rIXTURES OR FIXTURE GROUPS.TWO STORY,FIRST FLOOR FIXTURES SHALL DRAIN MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. �c2, 5. EACH DWELLING UNIT SHALL HAVE ONE MAIN T MINIMUM STACK FROM BUILDING DRAIN TO ABOVE ROOF. HORIZONTALLY INTO THE HOUSE DRAIN.TWO STORY ACCESS FOR FIELD FOR FIELD 16.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER A. CONNECTION OF BOTH SUPPLY AND DWV SYSTEM WILL BE PROVIDED IN FIRST FLOOR CEILING. SUPPLY TO ALL SHOWER AND SHOWERBATHING FIXTURES. u� STtWK u "' 6. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2'VENT TO BASEMENT STUBBED BELOW 19 IF PLASTIC PIPE PENETRATES FIRE RATED ASSEMBLY IT SHALL BE FIRE STOPPED BY AN FIRST FLOOR,CAPPED AND LABLED FOR BASEMENT VENT. E INSULATED. ,C HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE AN APPROVED METHOD. I.E..FOR A 1 HOUR RATED ASSEMBLY UL#FC2020,OR FC 2024 AN L VAT 18. HORIZONTAL COPPER PIPING SHALL NOT(OUTSIDE SOFT COPPER. ` 131 )SHALL B 7. HORIZONTAL 20. ISLAND FIXTURE VENTING SHALL NOT BE PERMITED FOR FIXTURES OTHER THAN SIN KS AND LAVATORIES 18. SPIPIING SHALL BE KEPT OUT PLY PIPING IN DOf UN AREAS HEATED DAREAS WHERE POSSIBLE.PLUMBING FIXTUREFIXTURE ACCESS PANELS `� t 45 WYES,LONG SIVEEet P ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16 TH BENDS. WILL BE PROVIDED PER APPLICABLE CODES. GY f ` APPROVED COMBINATIONS Of THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT AND ON % �'��H A;`��T's, PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION SUPPLY NOTES: 19. FLOOR JOIST NOTCHES MAY NOT EXCEED 116 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR IN MIDDLE C� t L 3'OR LARGER PIPE. 113 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE. ='r. �;; 1.ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION.ALL 8. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. 20. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. 9. TRAPS SHALL BE PLACED IS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM LENGTH FROM HORIZONTAL PIPING IS IN FIELD INSTALLATION IS OPTIONAL) 21. FUTURE VENT FOR BASEMENT MODELS,WHEN INSTALLED,TO BE CAPPED AND LABELED. -TO WEIR IS 24". 2.ALL POTABLE WATER LINES ARE TYPE"L"COPPER(PLASTIC PIPE 15 OPTIONAL). OUTLET ULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. 22. FACTORY INSTALLED WATER HEATERS: WHEN ENCLOSED AN ACCESS PANEL IS SUPPLIED. , FIXTURE OU 3.RODENT PROTECTION SHO 10. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS.CLF_AhtOUTS,OR SLIP JOINTS. ACCESSIBLE TRAPS 23. ALL MATERIALS AND FIXTURES ARE INCOMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT 4. ALL VALVES ARE GATE OR ANGLE TYPE. PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 5.ALL HOSE BIBS ARE 314'NONFREEZING OR DRAIN VALVE TYPE. AS TRAP(IN THE STATE OF MASS ON HOUSE SIDE OF TRAP). RATE FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PER MINUTE,FOR TOILETS 1.6 GALLONS PER FLUSH. r 11. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6'ABOVE THE FLOOR LEVEL g WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER FOR FULL EASEMENT;WATER HEATER 24. ENVIRONMENTAL CONSERVATION:ALL FIXTURES ARE TO BE WATER CONSERVING. MAXIM MAR � ( J OF THE HIGHEST FIXTURE IN THAT BRANCH. MAY BE INSTALLED IN FACTORY FOR CRAWL SPACE MODELS(WHEN REQUESTED BY BUILDER). 25.LEAD CONTENT IN SOLDER AND FLUX FOR COPPER TUBE JOINTS SHALL BE LEAD FREE. DISTANCE FIX UR FIXTURE TRAP WEIR TO VENT SHALL BE: 1-112'PIPE=S-6";.T PIPE=5'-0': 7. NO PLUMBING!S DONE IN FACTORY BELOW Ist FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. 26. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER 12. MAXIMUM IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM a 3"PIPE=6'-0". 8. PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. r-r 13. PLASTIC PIPING SHALL BE PROTECTED WITH 0.062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA (E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. � h s a r` 4 . 'Elul WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1ri'FROM EDGE OF MEMBER AND 9. WHENBI REQUIRED. WALLS ARE NOTCHED OR DRILLED(NOT EXCESSIVE)TO SUPPORT HORIZONTAL PIPING 27 BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. SHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. ELEC PLUMBING NOTES z KBS BUILDING SYSTEMS, INC. FBARNSTABLE,MA UG WILLIAMS BUILDING COM COLONIAL SHEET# P8 0 ME 04281 YARMOUTHPORT MA DWN. BY: JAC L 300 PARK STREET, SOUTH PARIS, FILE NAME: MAB03-0117 �ATEE: 2�N04 w BUILCINGSVSTE�dS PHONE: 207-739-2400 FAX: 207-739-2223 SERIAL#: KBS 0235 MISC. WINDOWS 1 KOHLER DOUBLE HUNG I LIGHT VENT MAX. RM. . J-VALVE R.O. SIZE LIGHT VENT MAX. RM. . EGRESS SIZE U-VALUE R.O. SIZE ' ., 2.39 69 N/A 0.36 C45 BOW 8'-1 3/8" X 5'-1 7/8" 30.00 13.80 27150 .32 A ' K3041 30 3l8 X 41 1/4 5.53 0.36 18-4246-18 7 -11 112 X 4-9 114 22.28 10.94 273:00 32 AA K3441 34 3/8" X 41 1/4" 6"48 2.81 81"00 NIA 35.00 16.80 420.00 .32 B K3857 38 3/8" X 57 114". 10.93 5.72 136.5 34° X 2411a" 0.36 405-P4050-20 7'-2 1/25 X 5'/1 7/8" 35.00 16.80 420.00 .32 � K3856 ** 38 3l8" X 651/4" 12.60 6.65 157.4 34 X 26 11 0.36 34 3l8" X 65114" 11 .00 5.86 137.5 31 X 26 1/4" I ,;�,��; ;_'=,;t=-;` 4 D K3465 0.36FAC 0.36 =- DOUBLE HUNG . �� � '� ; ANDERSEN �.^ R.O. SIZE LIGHT VENT MAX. RM.(SF). EGRESS SIZE U-VALUE # sT N/A 33 ' .47 3'7 71 -10 118" X 4'-9114" 51846 N/A .339.75 1'- 01/8" X-5=5114" 6.38 3• 2 1852 N/A 33 1856 1 X -91/4" .84 3.20 85.5 DOORS '' ° 2 -2 1 l8" X 4'-9 1/4" 6.80 3.89 85.00 NIA .33 2046 N/A .33 2052 2'-2 1/8" x 5'-5 1/4" 7.94 4.52 99.25 R.O.SIZE LIGHT VENT MAX. RM. . U-VALUE 33 I .16 F, 2056 2'-2 1/8" X 5'-9 1/4" 8.51 3.89 106 57 N/A .33 2-8 DOOR 2-10 3/8" X 6-101/2" ---- 17.77 ---- 2432 2'-6 1/8" x T-5 1/4" 5.42 3.09 6 •33 2-8 9-LITE 2'-10 3/8" X 6-101/2" 4.91 17.77 61 .28 NIA .16 2832 2'-10 1/8" x 3'-51/4" 6.31 3.55 78.87 N/A 33 3-0 DOOR 3'-2 3/8" X 6'-101/2" ---- 20.0 ---- 28310 2'- 00 1/8" X 4'-1 1/4" 7.89 4.41 98.62 3-0 (1 SL) 4'-3 1/4" X 6'-101/2" 5.00 20.0 62 •28 2852 2'-10 1/8" X 6-5 1/4" 11.05 6.11 138.12 30 112"X28 1/2" 33 3-0 (2SL) 5'-4 1/4" X 6'-10112" 10.0 20.0 125 .28 2856 - C* 2'-10 1/8" X 5'-9 1/4" 11.84 5.26 148.0 30 112"X24 1/2" •33 .34 .33 .34 E13046 0310 3'-2 118" X 4'-1 114" 9.00 4.98 112.5 N/A PS-6 6'-0 3/4" X 6'-10 7/8" 32.4 15.56 405 3'-2 118" X 4'-9114" 10.80 5.95 135.00 34 112"X24 1/2" :33 FWG60686'-0" X 6'-8 23°78 14.72 297 .34 052 3'-2 118" X 5'-5114" 12.60 6.91 157.50 34 112"X24 112" 3056 3'-2 1/8" X 5'-9114" 13.50 5.95 168.75 C* IS A COTTAGE STYLE WINDOW FWH6068 6'-0"X 6'-8" 21.92 16.11 274 .34 , ANDERSEN CASEMENT LIGHT VENT MAX. RM. . EGRESS SIZE U-VALUE ---- ---- kC23 R.OZ-0 /8"SIZ .32 NOTES: 2'-0 518" X 3'-0 1/2" 4.3 4.0 53.75 .32 4'-0 1/2" X T-0 1/2" 8.5 7.9 106.25 CW15 2'-4 718" X 5'-0 3/8" 9.2 8.6 115.00 22" X 55" .32 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN SHOWN MAY BE SUBSTITUTED CW25 4'-9" X 5'-0 3/6" 18.3 17.3 228.75 22" X 55" 32 2. WINDOW AREA OF HABITABLE SPACE(LIVING,DINING, INCLUDING KITCHEN/DINING,IF NO OTHER DINING OR SLEEPING SPACE)SHALL BE 8% OF FLOOR AREA FOR NATURAL LIGHT,AND 4 % OF FLOOR AREA FOR KOHLER NATURAL VENTILATION. IF NOT VENTED TO EXTERIOR BATHROOMS AND TOILET MAX. RM. . EGRESS SIZE ' U-VALUE ROOMS SHALL HAVE A MIN. OPENABLE AREA OF 1 1/2 . FT.FOR 3 � ## R.O. SIZE LIGHT VENT 36 SQ.FT OF AREA. �'� ` 0 " tOI,� 4.3 4.0 53.75 3. WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NFRC RATED TCA2436 2'-0" X 3'-0" 36 �_0„ 8.5 7.9 106.25 ; ,r �� _ TCA2436-2 3 -11 1/2 X 3 4. EACH PLAN DESIGNED FROM BUILDING SYSTEMS WILL ' ` ° " X 3'-0° 9.2 8.6 115.00 22" X 55" .36 i� TCA3036 2 6 36 COMPLY WITH ENERGY REQUIREMENTS OF BUILDING ENVELOPE ! TCA3036 2'-6" X T-0° 18.3 17.3 228.75 22" X 55" OF EACH COUNTY OF SPECIFIC STATE(MEC-CHECK WILL BE DONE FOR EACH) =E WINDOW/DOOR SCHEDULE �, KBS BUILDING SYSTEMS, INC. KRUG WILLIAMS BUILDING COM COLONIAL SHEET# P10 0 DWN. BY: JAC > 300 PARK STREET, SOUTH PARIS, ME 04281 BARNSTABLE,MA YARMOUTHPORT MA FILE NAME: MAB03=0117, SCALE: 1/4" = 1'-0" LLj BUILDING SYSTEMS SERIAL#: KBS-0235 DATE: 2-17-04 PHONE: 207-739-2400 FAX: 207-739-2223 s r 1 i O 3'BB _ e•ea. TV I 00 . I m I I I I TOE K cK © I I 1 1 HEATER I I I I < T I I I I o I I I I KITCHEN/DINING 0 I I I I A I I I I I I I I a 17 I I z I I I I — � LIVING ROOM I I I 1 0 1 1 I I 1 1 I I 1 I I i 1 I I 1 I 1 1 I I I I I ---- I I I I ------ I I I 11 ----------� I I B'B.B. iOEKCK -------- � HEATER I I - 1 1 I 1 APPRON.1 LIMITED TO ---------- I I I 1 t 1 M = I I FACT(DRY B�N ; I I I I I I � I I ' �: rlviti / co I I I AR 4 1 .0 s^�r 4 y I t I C I I I I A3WOH2'0a I I � ,'L T I I r A. �'= o. . 131 I I BEDROOM 1 r ;. S I I co Q I I • I I AP='II'""QVE I I n PFS CORP 4. I MAR 0 1 200 REV%7 FP&EL 1st FLOOR HEATING c KBS BUILDING SYSTEMS, INC. KRUG WILLIAMS BUILDING COM COLONIAL . SHEET# P12 ZQ REV#22/6BYJC YARMOUTHPORT MA DwN. BY: JAC L 300 PARK STREET, SOUTH PARIS, ME 04281 BARNSTABLE,MA FILE NAME: MAB03-0117 SCALE: 3/16" = 1'-0" Lu > SERIAL#: KBS-0235 ' DATE: 02-18-04 (Z' BUILDING SYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 © ------------------------------- I TV I I I I I I ' I ' I I T i ' O I I 1 1 o I I p I I -_ BEDROOM 3 FAMILY ROOM > II 11 I w it I w m 1 1 II I Q � 0w II U) � mZQ i� Z Q > a ww V O 2 =1cn <a Z I � I Q Z I I � 1 ——— I Tub Shower o K1685 i I I _ APPRO ,fA= I i i BATH 1 FACTORY C` T ,��_:-.• a; ^� U O MAR t. e; O v' I I 1 tt\Stl' lfltt;e I I — 3.9q 3 e £Zcl H ��°��,�• u t iddC,�����y ' 1 I I L--------J '7� A( W.I.C. BEDROOM 2 - .m. 1 I � I ' r Y"v'C'" a..3't ,a ,5 I I 1 1 I AR 0 1 ;ski + f� ay aa'°v i .;t i b.. 1. - �rr�#�T� 4 r yr ��r l i � ��,.•..i r ��„'L .. ,.c• sewn. REVx FP 2nd FLOOR HEATING z EV%7Lf0K KBS BUILDING 'SYSTEMS, INC �LMK FP 8 EL F FBARNSTABLENA WILLIAMS BUILDING COM COLONIALS ,EET # P12a Q REV#22168YJC YARMOUTHPORT MA DWN. BY: 3/1 300 PARK STREET, SOUTH PARTS, ME 04281 FILENAME: MAB03-0117 SCALE: 3l1E" = 1'-0' lAw BUILDING SYSTEMS SERIAL#: KBS-0235 DATE: 02-18-04 PHONE: 207-739-2400 FAX: 207-739-2223 I V.T.R. i V.T.R. ROOF 3„� CEILING IW i Io 4,1 I I 2" I I I 1/2" "� I.4NT7-SCALD I I i _—'- MIXING VALVE LAV i 11/2" TUB LAV 7 I 3' SECOND FLOOR 1/2" 1/2" 1/2„ 1 / TIED TOGETHER IN CEILING I OF 1 ST FLR BOX / CEILING I H - I �? LU Lu DRAIN FROM , I> TO !'S�S e�....1'1:^,-_ -.... ..T.._..J SECOND FLOOR I 10 I a TTr^ •.J �•_'ti-"- p 01 rn SUPPLY LINES FOR I "� 1 1/2. I 1 1/2'-L !��A SECOND FLOOR 3 p f 3" I +' iu 2..� 3/4" WSH I LAV KSK ''n"�r/'eft i LAV i _``� �� RT y� O ^ _ ANTI-SCALD D.W. r — A.MIXING VALVE WSH LAV KSK .a 2.. 1 1!2" INLET _- Jrl D.W. 11/2" LAV 3" FIRST FLOOR 3" 2° 2° 1/2,. 1/2" 1/2" 1/2" 1 1/2" T,. a..,, 112" 1!2" H.W. I 1/2" 1l2" FUTURE VENT CAPPED AND TAGGED s c~CIW S MAR 0 § 2P 9 BASEmENT - NOT TO SCALE ' TYPICAL DWV. SCHEMATIC4 �;��; -�-���•.� 5�����T 5;,�3�3� `I� TYPICAL SUPPLY. SCHEMATIC - NOT TO SCALE - w -' - - — --- �oUE . 3l LJeA PLUMBING SCHEMATIC z KBS BUILDING SYSTEMS, INC. `j�M` WILLIAMS BUILDING COM COLONIAL 0 KRUG SHEET# P13 300 PARK STREET, SOUTH PARIS, ME 04281 BARNSTABLE,MA YARMOUTHPORT MA DwN. BY: JAc FILE NAME: MAB03-0117 SCALE: NONE � BUILDING PHONE: 207-739-2400 FAX: 207-739-2223. SERIAL#: KBS-0235 DATE: 02-18-04 i I NOTES: 1 ITEMS NOTED WITH A(•)SHALL 5E PROVIDED By "'ANL'FACTL!REi ANO WST ALLED BY BUILDER ON SITE. R:OCE AV RECCR D ITEMS NOTED Y::TH A(")SHALL BE PROVIDED BY MANUFAC7UHE.H AND INSTALL ED BY SET CREW ON FiTE. ATTACH TO EACH OTHER - WITH 2-i6d NAILS @t6-OIC 2X65?F#1#2RICGE I AND 607H SHALL BE INSFEC TED BY LOCAL 9UiLDING OFFICIAL 2.FLOOR.INSULATION IS NOi REQUIRED IF BASEMENT 2X6 SPF#!#2 FLIP RAPER I$CONDITIONED SPACE.AND FDN.WALL IS iNSULA TED PER APPLICABLE ENERGY CODE(RESCHECK) ATT ACH'WITH 2.16d NAILS @ 16"OIC ATTACH WITH 9-15d NAILS'•' 1` / 2X4 COLIW TIE 30 YR.SELF SEA!ING FIBERGLASS CLASS C \6 AT EACH T ER SHINGLE OVER 154 ROOF UNDERLAY(AEN T 9 13116 ^\.`'� AND 518 AGENCY RATED ROOF.SHEATH!NG �2x RAFTER PER SCHEDULE Cc 16.O!C ATTACH WITH xr 2-16d NAiLS @ 16'O1C" R-30!NSULATiON YPTH VAPOR BA.RRIER ICE SHIELD 36"'WIDE ATTACH WITH R38 OPTIONAL 1-AR SPACE AT 3i4'BOLT KITH WASHER 2A6d NAILS r_al 16'OIC"' 3'4-DE ING ATTACH EACH RAFTER. /_WITH 60 AILS 4"OIC' . RIPPED ZX6 RAIL \ \rtx8 SUBFACIA `SIB"GYPSUM BOARD `8•FACIA' 2%J0157 PER SCHE !E @ 16'OIC 2 12"x5l8' 2 12"xSIB' UBLE TOP PLATE BEARING STRIP VENTED SOFFIT' BEARING STRIP 2X4 STUD GRADES) DOUBLE Zx6 TOP PLATE SPF STUD GRADE(S) v o n ao t` Eo 112'GYPSUM.BOARD R-19 MSULAT WI VAPOR BARRIRRI ER T&G AGENCY OJ 2000.9 318"FLOOR RATED FLOOR JOIST @ 24'OIC OR 2x10 16d NAIL @ 12"OIC OR I&3OLT`KITH NTJT (NOMINAL 3141 SPF 41#2 JOIST @ 16'O/C 1 lt2•X12'X 26 9a STEEL STRAP ANO HASHER ATTPCHE)WI71i 4-100 NAILS ;a 9:-•rt—!'\ - FLOOR PERIMETER AND TO SILL PLR.?E .5.•r��a y.�r"JAI 1 i o Tr' @48"OIC IN 90 MPHWINO ZONE AND @24-OIC IN 110 MPH'WIND ZONE(#) FA1,, s.� ��? ION :�r-, e L> yI �% t'(4; UGE STRAP APPROVED DRAFTSTOPPING PERIMETER 16 GA 2X6 JOIST SPF 52 16'O;C 2 12'z5I8' MATERIAL"' 2 12-x518' INSULATIONND 8'OIC BEARING STRIP M A ?E !-� n/ SEARING STRIP DOUBLE TCP PLATE R-19 INSULATION / I?.7 Q i 7 `2X4 STUD GRADES) DOUBLE 2.6 RV VA BARRIER TOP PLATE SPF STUD GRADES) EXTERIOR FINISH jiy11113 rl7�J; (SEE EXTERIOR 0 ELEVATION)2X4 STUD GRADE(S) \\�i •`�.i1 it `�j�f ROOF AND FLOOR ANCHORAGE m snru @ 16"Q.C. 2x6'a 16.OR24' lC IS MARRIAGE/F EXTERIOR WALL SPF�`TUO GRADE IS) AGENCY RATED SHEATHING (NOMINAL 12') 110 MPH ZONE 112"GYPSUM BOARD INFILTRATION BARRIER / A. I 112'GYPSUM BOARD (REQUIRED IN RI STATE(REQU p l _ 1!2'GYPSUM BOARD 10'-1 l 112' T&G AGENCY OJ 2000-9 318'FLOOR (OPTIONAL) BOLT WITH NUT RATED FLOOR JOIST @ 24'OICOR 200 tfid NAIL @ 12"OIC OR - BRIDGING(OPTIONAL) AND WASHER (NOMINAL 314.) SPF#1#2 JOIST @ 16-OIC 1 12'X12'X 26 ga STEEL STRAP {ZJ•�4 1 ` ATTACHEDWITH 4 FLOOR PERIMETER AND TO SILL PLATE -tOd NAILS : — @49'OIC IN 90 MPH WIND ZONE AND a24.OIC IN 110 MPH WIND ZONE(') ATTACH SHTjT07A��I®R APPROVED DRAFTSTOPPING C '' ;^•�;i�' `,�� FLOOR INSULATION �� ' `'^"�`�"'--•- W;10d NAIL Cl 2x8 P.T.SILL PLATEwl SEALER' MATERIAL"' PER RES-CHECK 12'DIA.ANCHOR BOLT IMBEDDED � ' BY BUILDER �`Jtjrz;"' •� ';� 3 1l2"X7"XI14'STEEL PLATE IN CONCRETE MIN.T(15"IN MASONRY) ttt @ 6'-0'O.C.MAX.12"FROM CORNER(') 2X10 w 3 12'STEEL COLUMN TES SEE FOUNDATION PLAN 90"MIN FOR FULL CONCRETE PARGING COVER YPI a YC., FOR SPACING BASEMENT OR WITH BITUMINOUS COATING •.,g,�'•. �'�, } i 2-16C NNLS EACH ST 18'MIN.FOR CRAWL SPACE OR 16d NAIL EACH STUD 24"MIN.FOR AREASINTO WALL PLAOtC REQUIRING MECH.SERVICES FOUNDATION WALL BY BUILDER. 130-x30'x i 2-IN MA) #4 RE-B�INUIIU� MAR 0 1 20041 f NOTE:FOR FOUNDATION AND 30'x30'x10' 4'CONCRETE SLABPERFORATED DRAIN TILE ; TYPICAL OVERHANG DETAIL rOOT,NG.SEE SHEET 4 °'GRAVEL BED FOOTING ON 6,IL VAPOR BARRI ' 1!, � ikj 1 AND FASTENING � �7k`T { ; 90TINGS TO BEAR ON ,y1 ""t+. y74�£ ...._�...............!._.- ..3 UNDISTURBE6501L Y y SECTION MAIN HOUSE REV/,,FP&EL KBS BUILDING SYSTEMS, INC. WILLIAMS BUILDING COM COLONIAL SHEET# P16 p REVV2 216 BY:JC KRUG YARti10UTHPORT MA DWN. BY: SAC > 300 PARK STREET, SOUTH PARIS., ME 04281 BARNSTABLE,MA FILE NAME: MA603-0117 SCALE: 3/16" = 1'-0" LLI S DATE: 2-17-04 � oUILDINGSYSTEMS PHONE: 207-739-2400 FAX: 207-739-2223 SERIAL#: KBS-0235 NOTES: 1,ITEMS NOTED WITH A(-)SHALL BE PROVIDED BY , MANUFACTURER ANDINSTALLED BE PROVIDED BUILDER N SITE, ITEMS NOTED WITH A C-) MANUFACTURER AND INSTALLED BY SET CREW ON SITE, AND BOTH SHALL BE INSPECTED BY LOCAL BUILDING OFPCIAL 2.FLOOR INSULATION IS NOT REOUIRED IF BASEMENT - 1pE AP 1LiCAB E ENERGY CODE(RESCHECK)INSULATED SHI.M.AT RIDGE AS REQUIRED AT, TO-ACH OTHER WITH 2-16J NAILS @16-OIC"' 2X6 SPF g..1#2 RIDGE 2X6 SPF 41F 2 FLIP RAFTER ATTACH WITH 2.1od NAILS @ 16"OIC"' ATTACH WITH 9.16d NAILS" 12 30 YR.SELF SEALING FIBERGLASS CLASS C \1-2X4 COLS TIE SHINGLE OVER 15#ROOF UNDERIAYMENT 9 AT EACH RAFTER / AND$18 AGENCY RATED ROOF SHEATHING 2x8 RAFTER PER SCHEDULE @16'01C --- _ io —ATTACH WITH R-301NSULATION WITH 2-16d NAILS @ 16"OIC VAPOR BARRIER ICE SHIELD 36'WIOE Ai T ACH WITH R38 OPTIONAL 1'AIR SPACE AT 314'BOLT WITH'WASHER 2-16C NAILS @ 16'OIC" DECKING ATTACH EACH RAFTER H 80 �a F47 NAILS 4-OIC' 6-0" 2x8 SUBFACIA Sir GYPSUM BOARD 21R'x518' \-8'FACIA' (4)1 12 X 9 IA"LVL J '%10 JOIST PER SCHEOULE @16-O/C BEARING STRIP VENTED SOFFIT' UNDER KNEE WALLS (4)1 12-X 9 114-LVL UNDER KNEE WALLS DOUBLE 2x6 TOP PLATE SPF STUD GRADES) , 0 7 60 17. 60 R-191NSULATION WI VAPOR BARRIER ` T 8 G AGENCY CJ 2000.9 318'FLOOR DBL.1 112-X 9 114-LVL RATED FLOOR JOIST @ 16-O1C OR 200 161 NAIL @ 12-OIC OR (NOMINAL 314') SPF#1#2 JOIST @ 16'O/C 1 I;!XI 2"X 26 ga STEEL STRAP ATTACHED WITH 4-10d NAILS __ _ FLOOR PERIMETER AND TO SILL PLATE .--�(1 x P_i I f n:i: �S /1 @48"OIC IN 90 MPH'h1ND ZONE AND APPROW"L U-N1+ ° is:l I- @24"OIC IN 110 MPH'WIND ZONE(#) rT!'ti' -.._- ',�^ 11 �� FACTOR 2%6 JOIST SPF#2 @16'OIC 2 1R ST PERINIETER INSULATION _ SEARING S?R:P pp c 1't ! '; R-19 INSU xk 'j^'l 11'-O" DOU5LE2x6 VAPOR BARRIER �TION 8 6!'1z1 ..ry :,..1•� TOP PLATE SPF W/ STUD GRADE IS) EXTEE ERIOR `jfT�tiVlili :tllp!////j' 24'-O" (ELEVATION) tS N lr MAI.v lrF� o 2,6(d 16'OR 24"CC SPF-STUD GRADE(5) \—AGENCY RATED SHEATHING ` C� }�1 - (NOMINAL 112") _ •,�z ~ � d`y 1f2'GYPSUM BOARD !INFILTRATION BARRIER J� GYPSUM BOARD (REOUIRED IN RI STATE) ` _� E�; `rRG cP (OPTIONAL) = U 1 — TBGAGENCY J2000-9318" 16d NAIL 12'OIC OR °rJ 4 ( t RATED FLOOR FLOOR JOIST @ 16' 1 1;2-X12'X 26 ga STEEL STRAP I f (NOPd!NAL 3A-) ATTACHED WITH 4-10d NAILS iy FLOOR PERIMETER AND TO SILL PLATE ��,`•�f zGfs @48.OIC IN 90 MPH WIND ZONE AND .- \ @24'OIC IN 110 MPH WIND ZONE FLOOR!NSULATICN ��:- '•'�'- ��.,..-�� t(4) APPROVED DRP.FTATOPPING 2x8 P.i.SILL PLATE w'1 SEALER' PER RES-CHECK MATERIAL"'@MATING UNE BY OUILDER IN ON ANCHOR BOLT ItdBEDDED3 112"X7-X114-STEEL PLATE @ CONCRETE MIN.T RO IN MiiON I')@ 6'-0"O.C.MAX.12"FROM CORNER(')3 ti2'STEEL COLU1.tN -@ MANLG LINE 90'MIN FOR FULL SEE FOUNDATION PLAN CONCRETE PARGING COVEREASEMENTOR FOR SPACING 'A'ITH BITUMINOUS COATINGUGE STRAP 18-MIN.FOR CRAVIL SPACE 16 GA 24-MIN.FOR AREAS ND @48'OIC REQUIRING MECH.SERVICES FOUNDATION WALL BY BUILDER. NA A 94 RE-BAR CONTINUOUS (30'+30'x12'IN MA'' 4'CONCRETE SLAB PERFORATED DRAIN TIE • • , 30".30'.10- ON 6 MIL VAPOR BARRIER t , NOTE:FOR FOUNDATION AND 4"GRAVEL BE FOOTING fi ,'� €( 1�:i g. rylf FOOTING,SEE SHEET 4 _ k` P T i1 ! ROOF AND FLOOR ANCHORAGE MARRIAGEI EXTERIOR WALL ' 110 MPH ZONE FOOTINGS TO BEAR ON UNDISTURBED SOIL �C�=����= �. KITCHEN OFFSET X-SECTION RE'd Y.v FPBEL KBS BUILDING SYSTEMS, INC. eU lGi; WILLIAMS BUILDING COM COLONIAL pEV#zz,58Y�� FBARNSTABLE,MA .SHEET# P16a - � 300 PARK STREET, SOUTH PARTS, ME 04281 YARMOUTHPORT MA o�vN. BY: JAc SCALE: 3/16" 1' O,. Lu J:.Oo ILDINGSYSTEM,S PHONE: 207-739-2400 FAX: 207 739-2223 FILE NAME: MAB03-0117 DATE: 12-17-04 SERIAL#: KBS-0235 FLOOR DECKING -FLOOR DECKING U W --_--- 4 METAL JOIST HANGER METAL JOIST HANGER > OR 2X2 LEDGER OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN — FLOOR JOIST FLOOR JOIST < 3 1,2"xT'x114 STEEL PLATE I o < WELDED TO COLUMN a u 2x8 DBL.SILL PLATE _ I I z o \ 2x8 SILL PLATE WITH — — FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". I L — — a FOUNDATION STRAP FOR LOCATION OF STAIRS BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I A N 112"x18"ANCHOR BOLTS (413f8'xa LONG LAG BOLTS SEE APPLICABLE FLOOR PLAN IF WALL EXCEEDS 10 BASEMENT STAIRS MAY BE AFFECTED. ; I _ Z 1 3 112"IN DIA.STANDARD ri,c STEEL PIPE COLUMN ADDITIONAL SUPPORT COLUMNS ! w 16"x16"BLOCK PIERUNLESS OTHER'idISE SPECIFIED ARE REQUIRED UNDER CLEAR SPANS ! I > (TYPE"M"OR"S"MORTAR) ui ACCESS TO CRAWL SPACE BY BUILDER IN CEILING GIRDER IN EXCESS OF 5'0: I > SEE FLOOR PLP.N ,I • ' 30'x30"x10'CONCRETE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES _30"x30"x10"CONCRETEe � o ; � > ' FOOTING(STANDARD) SMOKE DETECTOR IN rVARIE:� cn ,°' •.''• �' FOOTING(STANDARRD) ACIDC BASEMENT BY BUILDER w 32"x32"x12"CONCP,ETE 32"x3?"x12"CONCRETE FOOTING IN MA. I I ® SEE CPLUMN SPACING SCHEDULE / FOOTING IN MA. � 30"x30"x12"CONCRETE FOOTIN I Z I I INTERMEDIATE SUPPORT END SUPPORT I J I CRAWL SPACE PIER DETAIL BASEMENT COLUMN DETAIL a I 0 O ___ -YS --- --,---- 112"DIA.ANCHOR BOLT IMBEDDED ------ o------- IN CONCRETE- -- @60"O.C.MAXI12?fROMCORNOR )> CENTER BEAM WITHIN FLOOR 3112"MIN.DIA.STANDARD STEELw SYSTEM(SEE CROSS SECTION) MODESLUMN STANDARD FOR WITH FULL BASEMENTSL CONCRETE PARGING COVER U) LOCK PIERWITH BITUMINOUS COATING W FOR ALL MODELSWITH CWL SPACE(TYPE I _ I I "M"OR"S"MORTAR) ANCHOR BOLTS TO START 1'-0"FROM EACH END OF I I I FOUNDATION WALL BY BUILDER.PLANS o LL FOUNDATION AND CONTINUE @ 6'-0"O.C.AND SHALL ENGINEERED FOR 10'THICKNESS BE PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS�� J< o I w � I I 2 x_CONTINUOUS SILL PLATE FASTENED TYPICAL 6'-0" MAX. 6'-0" MAX. 1'-0"MAX. —J o I I TO FOUNDATION WALL WITH U2"DIAMETER BOLT 6'-0"olc MAX. — — — — — — — PERFORATED DRAIN TILE a 12"FROM CORNER.BOLTS MUST EXTEND A MIN.15"INTO MASONRY,— — — — — I I L — OR T INTO CONCRETE — — — — — — — — — — — - _ WALK-A-BAY FOUNDATION 4#4RE-BARCONTINUOUS w _-------- MAY BE AT FRONT, REAR OR SIDE I --_ I - I OPTIONAL CANTILEVER OF ANY HOUSE FOUNDATION WALL DETAIL OPTIONAL CANTILEVER SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS — — - —VARIES PER INDIVIDUAL FLOOR PLAN r�-1v •U _ r�, I IC71 FOUNDATION NOTES: FIRE SEPARATION WALLS SHALL BE CONTINUOUS TO BASEMENT FLOOR(SUPPLIED ON-SITE BY BUILDER) FA(, L:� 10. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"G.C. £4 ��s 1. ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE �fr�`� -S L.'t;4 BUILDERICONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. : WNER 2. BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS EXCAVATION VISIONS STA EILOCAL CODES,PILASTER, LAWS LAWS, SPANS SHOWN ON BASE WILL MENT COLUMN SPA HEATER AND FURNACE IN BASEMENT TO BE INS D TALLIED PER STATEDAND G TABLE. COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST RE AND REGULATIONS INCLUDING FMHA 4241 EXHIBIT D THERMAL TO QUALIFY FOR FEDERAL FINANCING. 12. LOCATION OF WASHER,DRYER,WA ``` -,_ I_ ', 13. ANCN WALLS,AS REQUIRHOR BOLTS SHALL BE PLACED SO AS TO NOT IN WITH FLOOR JOIST. A INSULATION IN INCLUS OR ON FOUNDATIO WIT ALL APPLICABLE CABLE CED ODES. BE THE RESPONSIBILITY OF THE ON LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). BUILDER AND TO BE DONE IN ACCORDANCE W 14. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHE AND SIDING TO OVERHANG �- 4. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 11150 OF FLOOR AREA AS FREE FOUNDATION. IF 314"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 112"TO VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLEF 15. FOUNDATION PLAN TO BE SUPPLIED WITH EACH HOUSE _ v 'fir. 5. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY QR BE REQUIRED.CHECK MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. LOCAL REQUIREMENTS. 16. FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE 6. THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING SHALL BE RAISED NOT LESS THAN a" 17 CRAWL SPACE SHALL BE PROVIDED WITH A MINIMUM 18"X 24"ACCESS(BY BUILDER ON SITE). " MAR b q ABOVE THE GARAGE FLOOR. 18.MANUFACTURED UNITS COVERED WITH THIS BUILDING SYSTEM ARE DESIGNED FOR INSTALLATION ON SITE BUILT � � ' 7. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. PERMANENT FOUNDATIONS.AND ARE NOT DESIGNED TO BE MOVED OR RELOCATED ONCE INSTALLED. ^^. girt J ,` k i FOUNDATIONS REQUIRE A MIN.OF A t8"x 24"ACCESS OPENING FOR VENTILATION.113 OF 1%OF ', � 8. CRAWL SPACE FOUND VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN. 19. ARE DESIGNED AND BUILT TO COMPLY WITH A NATIONALLY RECOGNIZED MODEL BUILDING CODE OR AN EQUIVALENT "� THE FLOOR AREA PROVIDED BY CROSS TO BUILDING CODES FOR SITE BUILT HOUSING OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY r CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". PURSUANT TO TITLE II OF THE NATIONAL HOUSING ACT. 20. TO THE MANUFACTURERS KNOWLEDGE THESE UNITS ARE NOT TO BE USED FOR OTHER THAN ON PERMANENT SITE BUILT FOUNDATIONS. FOUNDATION DETAILS z KBS BUILDING SYSTEMS, INC: WILLIAMS BUILDING COM COLONIAL KRUG DWN. # JA ° 300 PARK STREET, SOUTH PARTS, ME 04281 DWN. BY: JAC BARNSTABLE,MA YARMOUTHPORT MA FILE NAME: MAB03-0117 SCALE: NONE LIJ 6UiLDWGSVS7EMS PHONE: 207-739-2400 FAX: 207-739-2223 SERIAL#: KBS-0235 DATE: 2-17-04 f HOUSE SECTION 37'-10" 15-9 1 i2" 11'-0 1/2" - t 3'-6 7/8" I " LOC.OF EXT.DOOR I ( - - 1---- GARAGE SECTiON I I , I I O I j MANDQ.TORVj I MANDpTORYj i I , C I N I o I .0 qq. .. --1-'-- N 9s I N -- ---- - -- i i I I N ti� :MA �TORYI , ' 1 IMAND TORYj I ' , , SUPPORTFOR I ANGLED STAIR / --�-- i i O 'MAND TORYi o IMANDATORYi i P , --4- Q, Z9 LOC.OF I EXT.DOOR j MAND�TORYj 1 1 � I CD 8'-2 3/4" I � f 15'-10" .----r---; APPROVAL f f .? r Art�ROJf-. LlMi ED T b FACTO `✓ - ';_TPORTION MANOrTORYI -... qq EE I � 10 MA `�t11.:!,ff f `'J � .,,.�"' gyro..t a•:r^�,�*m y,.: \� A. r fi _ ,{+"a�k�9y, �y E''ea �t ".E K'z •S^ i � j^j i 3 1 ii _ ;i I"tl� C'�F i'- •y y 11'0" c�.fir:•::,•..; :�� �� 22'0" - FOUNDATION DIAGRAM Revl,FPgeL KBS BUILDING SYSTEMS, INC. KRUG WILLIAMS BUILDING COM COLONIALSHEET# P19a Q REV#22r6BYJC TABLE,MA YARMOUTHPORT MA DWN. BY: JWC > ta 300 PARK STREET, SOUTH PARIS, ME 04281 BARNS FILE NAME: MAB03-0117 SCALE: 3/16" = 1'-0" SERIAL#: KBS-0235 DATE: 2/6/04 LZ BUILDING$YSTEAS PHONE: 207-739 2-T FAX: 207 739 2223 2x8 SPF#2 OR EQUAL RAFTER ISO VIEW GABLE END OVERHANGS 3/4"CDX 3/4'PLYWOOD PLYWOOD G U SSETTS LAST.RAF TER SHIM 3W'PLYWOOD SHIM ix8 SPF#2 OR 2x8/2x10 EQUAL FASCIA SPF#2 OR EQUAL PERIMETER RAIL ix4 SHADOW BOARD 2)2x63i4•FOR GABLE END OVERHANG (2)2x6 3/4 SPF#2 OR EQUA FASCIA RAFTER VALLEY RAFTER ON,SITE BY BUILDER/DEALER (MATERIALS BY KBS) PLAN VIEW GABLE END OVERHANGS RIDGE VENT 12 CLASS C 9 3/4 ROOFING SHINGL APPROX. RIDGE VENT III i d T I di , -:flu M M � ® ® / FRONT ELEVATIONHIM 6R r. . ;RUG FRONT ELEVATION REVX,F P&E L WILLIAMS BUILDING COM COLONIAL Z REVYzTLMKFPBEL KBS BUILDING�ARNSTABLE,MA YARMOUTHPORT MA SHEET# P2 0 REV#2 2/6 BY:JC G SYSTEMS, INC. FILE NAME: MAB03-0117 ' SCArL EY 316" = V-0°JAC w � 300 PARK STREET, SOUTH PARIS, ME 04281 SERIAL#: KBS-0235 DATE: 02-16-04 sulLOMcsrsrEMs PHONE: 207-739-2400 FAX: 207-739-2223 i I i 53'-10" I COLONIAL SECTION CAPE SECTION 5'-57/8" 25'-41/8" _ 9'-51/8" 13'-67/8" i T-11 112" T-0" 1' 10'-11 112" 1-4'-3" 1 V-0 112" 5 112" 16 0" O 2452 2-3046 (GAS)D/V FIREPLACE w o w 13oR w123oa � o �O MULLED TV RAISED 12"OFF FLOOR - - `n I ow I I r I I I 8L536 Sp36 �9r N I 1 ❑t\ she 3 Q V is A I�Ioa I I o w' _ �n w I N > I I FIRE SEPERATION o f I I m KITCHEN/DINING ; REQUIREMENTS OF I I z J Z 140 SO FT. IwI LL o 1 1 w ffi GARAGE IS THE w 1 o I o I 1 - o RESPONSIBILTY OF WH i2 Iuj I I g M. ; BUILDER/DEALER II -o I I J m a LIVING ROOM I O I x Q I 10 WO, 346 SQ.FT. {�IHxLL 1 p ( rnm 2 I I'Iv I I.X _ N Q I I N I I N Q a _ w W "LL< o PANELIZED GARAGE IL INSTALLED ON SITE I ( o N I I i Zt8 ONIN3dO 20 20 � N. 1 1 1 I 3�oia� LL I 1 I 1 ----- Of Z350-IS It —————————Y Z O V I I 1 1 ZtM Zl9CM AalNNd 1VOJ �------ � I � � = SINGLE SPAN TRUSS � Ol do I I O FOR GARAGE TO BE of do o f z o I I T O z DESIGNED BY KBS a" I I w O� I I o S z . w J r-----------------� I cn O ( I I I I I 1 O IQ iv i I I I o Z I I co 2'6 25 o Dm Go - JLINEN I I T Oosar>r I I 3046SG I FRAME ONLY FOR 9'XT O.H. I fl3WOHZ'0B I. 3.0 DOOR -'I[ 1'6 I I I I 4'-3 /8" ! 10'-a 8" 15'- 1/2" 1 5112" 3 1/2' 5 1/2" I�ILL� r4 IoI z n 2-3 /16" 8'-1" " T-4 13/16" 7'-9 1/4" + 8--2 3/d' H I1�1>E5v o Izl J LL BEDROOM.Y N 'O Iola < 1-6 SQ.FT. "A"UNIT o I U, I h T Iit I v=Q LL N 1 Q i ATTIC OF GARAGE IS STORAGE SPACE ONLY, NON WINDOW INTERIORS N M > USABLE LIVING SPACE UN-FINISED RAW PINE _� 1 I Q 3046 1 1 3046 3046 10'-111/2" i 10•-6" I 51!2" 4'-2 11/16" 9'-fi 1/2' 1 --1 - ❑ ERD PARTY LABELS 5'-4 V8" 2'-70 11/16" 0 STA LABELS 22'-0" "C"UNiT "B"UI`iiT O DATA PLATE ® MAINE WARRANTY LABEL T�-) ;,._ 1st FLOOR PLANREVZr FP fl EL (RUG ILLIAMS BUILDING SYS COLONIAL - y �S J6l��� G SYSTEMS INC.3ARNSTABLENA YARMOUTHPORT MA SHEET# 3 O RE',;;_2!E B :jC1 , s DWN BY: JAC ( �� w E U41 1=1�-C t l7i t_- IVIi=1t�03-01 1.7 SCAr t�.'.: iir- �'_1,t,� � j � G vLItJ(�P/"1�f' � QT�7��r L-.j"r 1,JOi.I_I 1 I.f�/'11�.ISr I L SFI.11r,L>�t: 1'�GJ-O235 r-AT�• 2�IK)%.�,'t I �- ------ 6i3�:'LU'NGS`.'STEMS� PLlOI`}' 2Ii(-/ 3� ��-�ti I 1- ,n FAX- ?07-7,lq--?97:� f. t 22'0" 5'-5 7/8" 19'-7 13/16- oN N o JawI1II I iI I1II ll II III1 II 1II II I i1III 1I.II i III 2 6 I1IiII1I I ��o IIIIII1 I A N T-1 /8 o KT u16b 85S5 h 14 -e7o O w3e/1r 6" 10'-11 112" 15-9" 5 112" 30a6 3046 D1NFIREPLCE 3046 SG 2OF FLOOR oA 3046 FAMILY ROOM l BEDROOM 3o'o < X�i I 11I1II III II 1I I w Q _T1. U co Q Q 1 Q- !0 Z � a UO Q >Q w 'O Q L Z Ow 00 Zp BATH 1 T oio - oN ' L'a-, '> o 1 1 1 3¢ 1 3046 3046 Ezt.>f Na0Q� 1 IIIL--------J ------------- ----------------- 2'-3 16' 8'-1" 5'-413/16` 1 I I _j ( I I I 31'-9" `-N° b I t "D"UNIT ? N R 1 I W.I.C. I l o 0 Nm - a BEDROOM 2 q 1 1 1 �> o : I � o CV 1 I 0 I I I 1 1 I 940E I II I 9t0£ 9t0£ 4'-2 11116" 9'-6 1/2" 5'-4 1/8" 2'-10 11/16" ❑ THIRD PARTY LABELS 22'-0" STATE LABELS "P UNIT "E UNIT 0 DATA PLATE 0 MAINE WARRANTY LABEL 6�w� 6JlDc4 K�,,,E 2nd FLUOR PLAN (RUG WILLIAMS BUILDING SYS COLONIAL Cr; R��irLMKrFPBEL �S BUILDING SYSTEM,� `V��°1 3ARNSTABLE,MA S. YARMOUTHPORT MA SHEE i # P4 Cj REV�2 2/6 BY:JC �` } I� a' . DWN. BY: JAC �o -� C -r -+ I ' � ' DADI >:,;� ! FILE NAME: MA603-0117 � SCALE: 3i16" - 1'-0" > . 300 PARK �T�.�F ; , 1�_,T' � , ;,I .I� ' 0 1281 SERIAL#: KBS-0235 I DATE: 2-17-04 v 1 �BUILDING SYSTEMS� PHONE: 207-739-2.4001 FAX- RIDGE VENT Will , 12 CLASS C g ROOFING SHINGLE 12 PANELIZED FIRE PLACES 9 COMPLETED ON SITE BY OTHERS ATTIC SPACE ONLY ABOVE HOUSE&GARAGE PANELIZED GARAGE INSTALLED ON SITE Ell RIGHT ELEVATION ?HRNE BUiLOER HMSE TYPE <RUG WILLIAMS BUILDING SYS COLONIAL FRONT-cL EVATioNlvrz_"S z REV FPBEL KBS BUILDING S i STD REV Y27 LMK FP&EL JI INC.�tl 3ARNSTABLE,MA S. YARMOUTHPORT MA SHEET# P2 O REV»22./B9Y._C I ' D':'VN. BY: JAC c15 „ .- FILE NAME: (v1A3U3-011i I SCALE: 3/161' = 1'-0" > WO PARK S(TREE(T; '01J I.i� PA.Rl�, 1,7c u���� i SERIAL : KBS-0235 I DATE: 02-16-04 :�2;_IL�itG YSTcF:SI Pr ONFE., 207—I39-2400) FAX- 207-7:39-2223 SHEET 1 OF 2 SPECIES TO BE PLANTED ON OR ALONG EACH STREAM BANK: ON BANK(I.E.,ABOVE MEAN ANNUAL FLOOD LEVEL), 6-INCH LLAYER 1-INCH DIA. (3)RED-OSIER DOGWOOD(CORNUS SERICEA) �)\ , f 1, K, I�I�; .1� \ I \.(6 �',\,�\�"/41 I q--I,I,C"\_7\,'1-. (3)SAND BAR WILLOW(SALlXEXIGUA); CBASHECG' STONE DRIVEWAY { . , ` 'y + ,# _A./,I 111 -.-�B:i- ,�,�.�.-�,,_1% BASE, SLOPE FACING AND ATOP EMBANKMENT, 3 ' DRIVEWAY OF PEA STONE NATIVE OR .f"'" ;- \N 1 - ' PIPE BEDDING OR CRUSHED SHELL IMPORTED FILL 6-INCH LAYER Ms t ` (3)GRAY DOGWOOD(CORNUS RACEMOSA) APPROX. EDGE OF BANK 1-INCH DIA. CRUSHED SHELL OR PEA VEGETATION PLANTED s r I t -�� :41I. (3)ARROWWOOD(Vl6URNUM DENTATUM) CRUSHED STONE EXISTING GRADE STONE DRIVEWAY' COVER ON SIDES OF '!.�- "" * `�� ' w ` EXISTING BLACK CHERRY DRIVEWAY SURFACE OF PEA 6-INCH LAYER SLOPE FACING OF TOP OF BANK EXPOSED BANK JI 4 t �. S I F :: I II (PRUNUS SFROTINA) STONE OR CRUSHED SHELL 1-INCH DIA. CRUSHED STONE *r M L' ^` �, 'r W 1 �' . DBH 14.7" s ' may..---, .,„ _._ .1 �y� _ ' I 27 27 27 ; . * -' l � , /) � � 11' INV.=21.97 i �t L�Vt ViJ ,' , y� } FORMER CULVERT 26 26 26 LOCATION P', I' 1 I „�►{ L, ' F { ' - :'� 1 _ i . .• i __ 1 t I: 1 x , , .j i 25 8 TO 10-INCH RIPRAP '1 1 25 25 _ 25 ; � � 1 < �^� � i -�'. �}* ON STEEP SIDES OF . 1 'tU, 8 TO 10-INCH RIPRAP ; > I ! ;. ,, ��, ,..-- _ _. ! 1 .11 r.., 24 _s : Y �.� ,„ EXPOSED BANKS 24 24 24 T ! -__ - --- -`---- -------------- ---- - .__ -- --:___- /� ON S EP S F ;x:.: E DES 0 a ,.,_..,; ;,.: ` ,.. ! p EXPOSED BANKS ,-:: _ , .,.•. FORMER CULVERT P POSED 15 CORRUGATED METAL PIPE L 1 23 N. " . ., ,_, 23 23 23 s .,.-, �°� , _ k _4., , LOCATION : ,ti y • n� - _ _ - _ '_ ��,y-------------- ---- -- -' - ---___ PROPOSED 15" CORRUGATED METAL PIPE L=2 i DRAINAGE SWALE/INT. STREAM 22 rR T ... I -_. .___ _ ✓ 22 22 1 ; ; 22 `f .- f �� t :< .:,. •„ :.,. ;. _„_ u ,, s - .k �T :, _ t ! . - r, _.. ._• _ , a f 21 ,. ., 1 1 R J ,! - 21 2 •� 2 r;`a r r x - - " I 20 20 20 20 . r "�; f ,r fir,!-.,� k I,I �r --_ �-__-_Y / UNDISTURBED EART RIPRAP ON STEEP SIDES * w Mr s r. 14I #" - II . ? d �, •, 7 8 70 10-INCH d i 19 SYNTHETIC FILTER FABRIC 19 19 19 " s r ` 0 ".... 0 r INV.=21.95J 6-INCH LAYER SYNTHETIC FILTER FABRIC SYNTHETIC FILTER OF EXPOSED BANKS 1f `- « 1i SYNTHETIC FILTER FABRIC 18 1-INCH DIA. 18 18 .- - FABRIC UNDISTURBED 18 CRUSHED STONE EARTH ' } t APPROX. EDGE OF BANK (SYNTHETIC FILTER FABRIC LOCUS PLAN CULVERT PLAN VIEW DETAIL LONGITUDINAL CULVERT PROFILE AXIAL CULVERT PROFILE SCALE: 1"=IOW SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-Q" SCALE: 1/4"=1'-0" w \• TEST DATA 8 1N A. . -_ , . y ; , / LEGEND -.. 1.. .___.. _ ._ ._- r 1 } _ iV9 r: ,;. _ I _ . y.x .: '..'..-. '. .....':. ..-......... >, . . _ _ INSPECTOR DAMD STANTON -• 1- � INSPECTOR DAD STANTON . �. '; � �r `� DEEP SOIL OBSERVATION HOLE R . . ` .. :;::: ::. - SOIL EVALUATOR JOE HENDERSON SOIL EVALUATOR JOE HENDERSON -. cN5 I o ___ ___. ...: - : .: .:... . 0 _ _ 1 ... -. . . . . ... .. . . ... . DATE 19 No�02 D4TE: 18-NDV02. XI TIN 10 F OT N 1 1 H 1 E S G 0 LOG 2 NC D AMETER . _ o P �3 . -... _. .:.. ... .. .. . :.. . .._ .... .:_. , .... ... CULVERT TO BE REPLA D WITH 1- T . ,. ... ._ ;, 71=ST PIT NO.: 6 CE 2 F00 .- .. .. T PIT AVID.: :. . : . .. _ TES 5 1 1 H 1 T 1 .• . -..:t.: ... . .__:.._.. cr _- 5 NC DAMETER CULVER PIPE. NVERT o P PROP RTY I �c �� ..... .. . .... .. ::.. .; :::;:: C: .:... .. . . :: .. I GRADE TEST PIT- 26.5 PROPERTY L NE y _ .. .. _ .. . .. ......... ... . .. . ....... ... .... o GRAL1 TEST PIT. 28.6 C� L _ .. :' „ .. .. .......... ............. _ -... ....... ........-_ ... ..... . .. _. _. ELEVATIONS TO STAY THE SAME. -- , __ . . _.. .. ._. .... .. _. ... .... _.. .. _. _ . OBSERVEDGW. MOTTLES _ 4.5 4,, ,. ... - . .. OBSERVED G.W- MOTTLES 26.6 _ _, -- _w- r . . - :. .. PERC RATE: 7.7 MPI x 36.2 T TI r SPD _ ELEVA ON `>, 1 .. ., _... _.... _ _ PERC RATE. 7.OMPI $ ��- -_ , DEPTH OF PERC. 76 _ ,. , . DEPTH OF PERC 94" - _., ,-, I ... ;: Y:'.::. 7EXTUR4L CLASS: I Xl Tl t // TEXTURAL CLASS. I E S NG CONTOUR_.-. .. - : .. ...... . e _ s / _ . _ _-._ ' r.. ;:. PROPOSED ELEVATIONS , h O _ .. . %" ,�`L ,k 0.0 28.6 0.0 .27.6 00 i , EXISTING NATURALLY-VEGETATED A _ V- A SPLIT-RAIL FENCE : V� ,.- BUFFER TO BANK AND BVW _ .., _ ., 5 TOTAL SITE AREA: 89,006 S.F. (2.04 ACRES) SANDY LOAM SANDY LOAM `•. EXISTING BLACK CHE ': , / .. . . RETAINING WALL (PRUNUS SEROTI , 60.5' WETLAND AREA: 14,541 S.F. (0.33 ACRES) 0 8 10 YR 313 27 8 1.5 10 YR 3/3 26.1 DBH 14. t 1' 50.0' UPLAND AREA: 74,465 S.F. (1.71 ACRES) g _ B ROOF RUN-OFF DRY WELL $ ;• ; EXISTING NORWAY MAPLE .-, F (ACER PLATANOIDES) DBH 24.6" �r SANDY LOAM �o v, SANDY LOAM 50- OR 75-FOOT WETLAND SETBACK oe - 2.5Y5/4 2.5Y5/4 a ,�`�' '' .. .PI T #3 (^' ti 2.5 25.1 LIMIT OF WORK :� /s� �0 1.8 26-8 "1,,:_..I/,.'..*.1�.__l., /..�:...I.:_�..,...I*-'....�....-,..'.*-."-.I...If...--:_.:./�.,-.,...,.,.".�,.._...�...�.�.'*..-1.-........-e..�.�-':�I._,..'..,.­:�.­:­_.;;:.:.,..-".....:...�....._!'.._.. .:......*q­.:/1.\,...1.-.�....:... ...-:..�._:../...:�':.i.-".,"�...�,..*......%�.­�..,'...:J.,I:..�­:"::.,. �' /. N o' 1 AY BALE LIE N� 12' ��` P 1 _ __ .,_. J rt , . . H � _ PERC TEST .✓" � \ _. ,/ INTERMITTENT STREAM OUTLET OF EXISTING BURIED PIPE <c, �° %` / PERC TEST LOCATED IN THIS AREA. PIPE SERVES Q ,,/ . / ~- " 7.0 MIN.AN. ___ .,..•..--•._.,�� AS OUTLET FOR UNNAMED POND ', - V ... 7.8 7.7 M/N.AN. 20,8 6.3 21.3 T , , , , ... // WE LAND LOCATED UPSTREAM TO SOUTHWEST. 22 _ : : _ . _, `•-. ,.__._ 1 ti ROOIELL UN OFF 36 L s 0 FFE 29.0 DRY (TYP.) _ ;;: V E a_ f .1 R . W --" WETLAND BOUNDARY !=•-' F f •; EXISTING BLACK CHERRY P OPOS LOAMY SAND LOAMY SAND o (PRUNUS:SFROT,NA)GROUPING 3-B�R00 U 10 YR 5/4 10 YR 5/4 O DBH 9.7",10.1",13.7",11.8" 3/8" NATIVE PEA I 11.0 17.6 7.3 20.3 �`__ " - / TONE/SHELL DPIVEWA RESIDENCE -.' / : INKBERRY (ILEX GLABRA), AMERIGAN CRANBERRY "Ob � 'f" EXISTING NATURALLY-VEGETATED Q �`� AND PARKING AREA `E 2 - -2 (VIRBURNUM TRILOBUM), OR OTHER 0� �/ BUFFER TO BANK AND BVW pC.��4O (AREA=2,042 SF / . G� 4p9 " / o APPROPRIATE NATIVE WOODY SHRUB SPECIES r-' -/ A ' 1 �OQ pQ". ; ✓ .' 8' �0$ Q / / MED. SAND MED. SAND Q\\ 24' 10. ... o �p 10 YR 7/6 10YR 7/6 .*��I_1..'�.4.-,�,2�. 2 I,.-.---,I.I II.I-I/,"/I_1 1I,I1�I1.,I\­I1'/,., ti`� , 4P� - 10 I N �. 24 �� .:�� / t 12.0 16,6 12.0 15.6 i 2-CAR t11;..vi ,_ , ...:.-I..1.-...z..,.I...':..I�-.......-I 1,.....I,�II.�..I�I..4.­,_-,..�.:V..-I1­l....�..-..�,.1....­..'�1...*,.,1II-.-..I.I.�-I._........�......_-�.....III.-,...-..--...�I..._I.-.....'�--'.....1.I�,I-�.''�.%......_..-:.'.,a.'._�'I-..'..:.�.....'..�..,:�.�I­-.,-....._I1-.�,1\.­,',1":...-,.,-.,:II1,,.��,I,,.�'I4I`._.l,'�.....-I.,.._..-.i,l_.'.,_-,I,�,.1...I,_.,_".-­­.-.�."\1-_.�,,-,-.I�.1,..-.�1;I.�....'..r.-.1,\-I1�-�.I-­-..",::..­�.II�--.,1,�1,�-l.'+-.,',­._-..I.�­..1."_1.,.'--,._11,1"��.I-—�l_."­I'..,.,I..�1I e.�,..­­_'I-.,­_.,1,,­_,��-,...�I .,�-�.i 4,.--."I..�-��.O1.?-�I.1I�I�I:f t.�,_._I1.."II�1I�I�,,I�i%."e.II,-i�i 1-lI.jJ I-r-1.��II,;!;II;IiII.-�..,C�.I..-...7;-1 1.,.'I)-II..."-,�..-".�L,"�`�",���'.I I.N'".,1 1­.,-,,�.,�,. —II,,�_�.I_-1..�-.1_._1.-,1 1,7­-1.-�-I I#-�I-I,,Iw,__-i,-,111..A.,- .1\.\�.-I-��-,",CI"_.?-''I..II.j II-I\_[4I-�, *�1.,�..a,.I��'...i­..:_'%-'-..-.'I...�-,:*:_�—...1I�.O�..-...:W"..I.:_.,b..�,.,.1­.l:.%.:.'.-I'i....:.1.L...._,'..:.--._.�..,*/,�.:..-:-..I:.......�/.�,I*..._e..,,' ,"..­..'**I.....'I-'),­...'...'._.�,,..-.:...*..1...'.,'.,�...1...*,�,-".:..­�."-:...�z.I_:*I­.:-.-'.. %� TEST PITS 4 c 6 Po GARAG b �`� SITE PLAN KEY NOTES ' , F, _. O # / $ po O" �k�0 -.FFE 28.0 ���� Qp W 1 - O�O :.,..: 10 �p f0.8' hQ p : EXISTING NATURALLYt , G C NK (H 10) p� 'AO i �P k Q� VEGETATED BVW BUFFER : o ti �� 00 PTI PROPOSED 15 ALLON SE TA 0 ��� ,., DESIGN DATA r` h c . . { ;. ::: �F` m .`::.`:::. :`.:: ' a:. cn c� __ PROPOSED 1000 GALLON PUMP CHAMBER (H- 10) :: y .. -. , 1 'Aj 1t t r l :: :::::::::. �y - 0 Q, FLOW FOR 3 BEDROOM HOUSE I o , . .. -.J / Z / , .:' �.. . . ..::: I � 3 PROPOSED LEACHING FIELD �- Q l 50.0 I, , I ti __ _ BV.W. 'L �� _ q USE: SINGLE FAMILY _.. F ' .... 61;4 P �Mr NUMBER OF BEDROOMS: 3 4 PROPOSED RESERVE LEACHING AREA ,... .. ... . ... . -. F 75 _..... o 130RDER/NG VEGETATED WETLAND DESIGN FLOW.' 110`GPABE�OOM _... r._ REMOVE ALL UNSUITABLE MATERIAL IN THE AREA OF THE �O / 310 GMrIR 10.55 TOTAL DAILY FLOW 330!GPD 1 ( ) - R I , ._ A E PROPOS D SOIL T Y T 1- - Q E ABSDRP ION S S EM NCLUDING AN A , _ r, '� GARBAGE GRINDER: NO ��' _ ? __-. .- - - "..-... . OF 5-FT IN ALL DIO&ONS FROM THE PROPOSED -- -` s / `� -. .. , _ ._ . ..-.. _ LEACHING FOOTPRINT DIMENSIONS, AND TO A DEPTH TO _ 50 . M1 -,O" ., :: - 'TOP OF WALL EL.=32.05' / SEPTIC TANK \ _ BE DETERMINED BY THE DESIGN ENGINEER AFTER . ' ,1 T. .- REwsED PORTION of CONDUCTING A TITLE 5` S02 EVAL-t , T10N DURING '4T .. 2 -{#5 y • t . / 200% OF TOTAL DAILY FLOW CONSTRUCTION, REPLACE UNSUITABLE SOIL WITH CLEAN BVW BOUNDARY , _II,I)_,,".I-.�i-.i:�:ffl)_�-.I 1,_I­1�e I r. / 2 X 330 GPD: 660 GALLONS NNN 255(3) ,' 9,,,1 i-_`1e.1-,,0_1'II I1,1I,z I,II�3i :. 54N FI P - „ • USE 1,500 GALLON SEPTIC TANk&FLLIENT PUMP CHAMBER(STEP) D LL ER 3 0 CMR .', 77 / <•. I ,: 9 / : f _I L / _ _ SOIL ABSORPTION SYSTEM - �y _ - - _ _, . '_ I EXISTING CONCRETE s i I/ z Y _..; - 2.55' FOUNDATION t, f TO BE REMOVED ! 4 _ E / •• - o, +�; LEACHING SYSTEM USED FIELD(MOUNDED) , I ,N c� DESIGN PERCOLATION RATE: _ 7.7 MIN-/lN. j ` o SOIL CLASS: 1 - - / _ _ 7 5 19 03 DMB FPL REVISED& RELEASED FOR FINAL BOH REVIEW , . � LONG TERM ACCEPTANCE RATE (LIAR): a5 GPD/S.F, �` £K F - 6 3-31-03 DMB JMR RELEASED FOR FINAL BOH REVIEW TOTAL AREA REQUIRED-L'OCAL CODE. 660 S F /' TOTAL AREA REQUIRED- TITLE 5: 660 S F -2 -. .:.. O - -- . .. .. 4 2- 5-03 DMB JMR RELEAOSED FOR f�JO ONLMMIS SIGN REVIEW - - / a ~, __ ,.. ` TOTAL AREA PROPOSED: JMR INCORPORATING BOH COMMENTS EROSION AND SEDIMENTATION CONTROL _. _. 4e / .MEASURES WILL CONSIST OF INSTALLING - - _. 2 DMB RELEA F R B H EW 1 13 03 SED O O REV( JMR BOTH STAKED HAY BALES AND SILTATION w AREA: 26L x 26W: 676 S.F. 1 1-7-03 DMB JMR RELEASED FOR NOTICE OF INTENT FENCING ALONG THE LIMIT OF I _-. - . .-....,. - . -...._. c PROPOSED WORK As IuusrRATED TOTAL ALLOWABLE FLOW. 338 GPD - --._ REV. DATE BY APP'D. DESCRIPTION , `,` cn USE1-is�cz2swtEacM►nr�FlEco.-,- _ _ PROPOSED THREE BEDROOM ,• k j , R M ALL FILL MATERIAL ASSOCIATED WITH ">• % / �,_ ESIDENCE TIC SYSTE 06 VARIAINCES WITH SEP THE CONSTRUCTION OF THE gyp, . SOIL ABSORPTION SYSTEM WILL BE �'. ` ` ' LOCATED AT: TEMPORARILY STOCKPILED IN THE LOCATION OF `'. ._ /"�' LOCAL BOH H VARIANCES ` THE PROPOSED RESIDENCE FOOTPRINT �. .�. ; ;; 100 COVE LANE ' ` _ _ _t SURFACE OF S01 _ REGULATION REQUIRED PROPOSED tNOF& CUMMAQUID, MA L AesoRPTI sYSTEM _ " ��' y DEP File SE3-4073 MOUND WILL BE LAWN AREA (NO `"' DEEP-ROOTING WOODY VEGETATION) ,-'' -,.' SECTION 1.00 -THE "100 FOOT" REGULATION 100' TO WETLAND 75' FATPIU Ga PREPARED FOR- - '' WATER 4' WITH MOUND 41 LEE �n sECTION9.00 -MARGINALLOTs 4 roe JANE B. TATIBOUET, TRUSTEE No.ust� _ '¢aia, ° TITLE 5 PROVISIONS _/, 7 ,Vk4--00�1 .;I�I '-m.-.....1-'...I.1.,.-1-..-.I"...1.­I.--II.I�-.'1.­1�.'..­..­-.,"I_--.�--,I.­I1.11."III-­--I�I--.�11 I�­,�1.­1111.A--�1_--T II.1 I.1.1-./._, 1.�.l­1l 1 I.111 I1 I1.�-11-...­1....II 1.1�­-1-..1l 1­.­1.1'I.-1..I�-.I.1-.'I--­..1. _ -- - . - -..... ° SCALE' AS NOTED DATE JANUARY 7 2003 AL `' �" " ' ` REGULATION REQUIRED PROPOSED PREPARED BY: lo4 Horsley & Witten, Inc. O NONE �,/lSITE PLAN __ Environmental Services v w Co ._ ; N MASS. DEP VARIANCES Sextant Hill Office Park SCALE: 1"=20' CM 90 Route 6A REGULATION REQUIRED PROPOSED Sandwich, MA 02563 NONE phone: 508.833.6600 - - __ fax: 508.833.3150 Drawn By: AB Designed By: AB Checked By: JR JOB No. 2118