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HomeMy WebLinkAbout0376 PITCHER'S WAY - Health Pitcher's-Way " F Hyannis i t �P b { Y TOWN OF BARNSTABLE " LOCATION 26 SEWAGE # 1 e'°-3 —4*3 5i VILLAGE tkrjf ASSESSOR'S MAP & LOT 29'c> /,r_a INSTALLER'S NAME&PHONE NO. � _ ��✓=/ae r�� C�ti SEPTIC TANK CAPACITY f�o� LEACHING FACILITY: (type) .000 ass/ C44s (size) NO. OF BEDROOMS // r DE OR OWNER PERMITDATE: (I / o COMPLIANCE DATE: I/h/v Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching"facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� s. -� W .a (� �' \ _ ` 3 i F � 1 r..., Q - � � ` •� ' h �, � ., S } � } r F E �., ., �, Y � � _ h �p � .-�. V ` `,l. No. Fee 6HE COMMONWEALTH OF MASSACHUSETTS Entered in computer/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for Mi5p0af *p5tem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or I of No. 1j riTC .'S G� Owner's Name,Address and Tel.No. 5-09 Lora !(' N�j�tv►.�i5, rz� Lilllcn S'ertTeio ��QQ Assessor'sMap/Parcel ae�las_2 '17 Oak Aleck �tG�. �/ p �/ v)y)iS MA I stalle 's Name,Address,and Tel.No. 1 $09 83 y811y Dysigner's Name,Address and Tel.No. 0 1 y5'y! V f3evilaciaAA C0rSTvuC7(0,7 702VO CaPe �Ylo�):nBQ✓tv+vJ�iv�� Type of Building: Dwelling No.of Bedrooms 0 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 4� Design Flow 330 gallons per day. Calculated daily flow r gallons. Plan Date 0 i0bel- 22 2005 Number of sheets Revision Date Title _ Size of Septic Tank goo Type of S.A.S. t''o Soo$g! C�ch:N.a \` T Plan O"- � � lo�lr 3'"' 2 0 � O 3A_Description of Soil -e scS Ls �® au wvpe.ty� o— 20" 6r,,ej to ,- k/ /"v Nature of Repairs or Alterations(Answer when applicable) Date last inspected: !�/ Agreement: The undersigned agrees to ensure the cons ction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by t ' and of ea _ _. ---••-- Signe Date'f= Application Approved by Date Application Disapprove for the following yeas s Permit No. Date Issued Y i € Fee No. n-. w k HE COMMON W ALTH OF MA$;SACHUSETTS j ntered in computerl_� .'. �'..r i Yes --04 LIC HEALTH DIVISION TOWN. .OF B RNSTABLE, MASSACHUSETTS ,r ZippYication for 0 005aY 6p�tent �ongtruction P.ernYtt Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ') El Complete System El Individual Components Location Address or Lot No. 3 A 6 Ic 7a,�S Lea� Owner's Name,Address and Tel.No. 5og 7`71- '11/y' L.®Ty�- H r-,\A Li(l1 dt Se✓aTe�t, Assessor's Map/Parcel 2c(©/1 S_2 q 7 Qct, Mec k t�'�G f- d V'Cdv7 '< All A �I staller's Name,Address,and Tel.No. 1 S 09 8? - Y9 I Of D signer's Name,Address and Tel.No. S �cvilact�lu�C^/�or+SlvuLl�Or� t G7ocv�t�y CrApe-. Ov �11r )Qvy ivy/c�/L 8a b2� ��rP�IpILAtC'_ Mq �[Er�l�l 1g I -! Mn.fv? �7v 'e7 OG'✓t��O�+l m4 y Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) t Other Fixtures Design Flow © gallons per day. Calculated daily flow 13 q 61 gallons. Plan Date 0006,-r �2 200`j Number of sheets Revision Date �� a Title Size of Septic Tank sod Type of S.A.S./uo Soo 1 IPG�c t—; �!�, d,P .. '. y or / Description of Soil\�°�"7�37 Loy, or, plan - � � �-S l°'�� '11 , . �O 20 —f 20 �CS ean✓ Cru, P /O car �f� n wGiiFr Py�Cr7�.(e �TP�a /f Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: /f Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5-of e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by,t ard-,of ealt _- Sign 11 Date L. , Application Approved by , rf I"" if % Date k Application Disapproved for the following reas s Permit No. Date Issued —— ——————— ——————— ————— ———————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFYh. that the On-site Sewage Disposal System Constructed(> )Repaired( )Upgraded( ) Abandoned( )by R.�, l e1/1 In e+gGtu C0V);1yc4C7i0V at 76 Pi b&, wq tr o,r {M has be constructed jn accordance with the provisions of Title 5 and the for Disposal System Construction Permit N '"' dated Installer 10 A'Vt1c4C_1Z.L4CA C'p✓1S7A�fCT�o✓7 Designer (A Cac4 tCnro,n9ey The issuance of s permit shall not be construed as a guarantee that the Sr ill wi I function.as designed. Date 0 �r i rt Inspector (-'/�'��--��.�L—i/� -----------------------Fee �No. V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS wiq;pogat *pztem Construction Permit Permission is hereby anted to Construct by -)Repair( )Upgrade( )Abandon System located at � % t-v ` . a and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust b comp l,ted w' hill three years of the date of this p Date: :4 !�j A rovedb �..- ,� PP Y � _ �S t�ylc�er q eed y No, �60 .S L Fee o0 `� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 1 0(pphiation for Zigozal *pgtem Construction Permit E Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 276 i TC heds t /n v/, Owner's Name,Address and Tel.No. LpTWLI FNyClnni5, MA, [;LLiotn Sc,77e10 Assessor's Map/Parcel -l0 i5-2 617 daz Neck Rccjj 141 ah0 Installer's Name,Address,and Tel.No. t- Sog-$33-�1 `fq Designer's Name,Address and Tel.No. C50 R 3- BaVtj,1ejao- COOS7r,4cT;oeI7 dotty) Cafe �tn�;v,�f;ram o ioc, P 0, BOY Q.91, Fo,61,al e- MA o N y 131 va,v) STooer a h. 104 Type of Building: Dwelling No.of Bedrooms QL Lot Sizesq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) s Other Fixtures Design Flow T2O G r Q gallons per day. Calculated daily flow S gallons. Plan Date /O _ Number of she is ___Revision Date Title Ti l� S' I l e o f I f'010,-5 WAY, N Size of Septic Tank 500 Type of S.A.S. INo) CctI CeaLh;,.,� l7a c ev-4 ��2 ,P // Sr`o-)e Description of Soil SV 7(S7 L on PbI (/ O —2r� la t S Io r 2 �O Q L-5 Nature of Repairs or Alterations(Answer when appl• able) Al AA Al Date last inspected: Agreement: The undersigned agrees to ensure the\Boar tio and mointenae of the of re describe on-site sewage disposal system in accordance with the provisions of Title 5nv ronmennd not to "lace the system in operation until a Certifi- cate of Compliance has been issued by this f ealth. Signe Date Application Approved by )e - Date 07 Appli ation Disapproved for the following reasons U — / �� � � � Uc%JQ C l PP l`QJ /iL Jn htQVe Permi N 2 00.3—. 3 y Date Issue / d THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( ) Aban oned( )by LT. 4 e V i 1 a c clot (f ov)S T rcA. (r at 76 f 1 C, W4 64A has been construct idzi accordance with the provisions of Title 5 and th for Disposal System Construction Permit No. ?00,3-S3 y dated Installer )ej- 8,0y �a� Luc, (?003T✓ctci,v✓) Designer Oowo Catae_ C—o1 ;1e2po� ,,-V7 - The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. O o 2- S 3 L/ Fee Zoo " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migo$al *p$tem Congtruction Permit Permission is hereby granted togonstruct X )Repair( )Upgrade( )Abandon( ) System located at 4376 f 14 efS W4!1 A NJQA/711 MA and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Co stru t, n must be completed within three years of the date of rt�tit. Date: d Approved by \' Noy �� —�J e ?� Fee THE COMMONWEALTH OF,M .HUSETTS Entered in computer: �. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS , t 01ppfication for Mi5pozar *Pttem Congtruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. 3 74 Pi 7C herr' tic44, Owner's Name,Address and Tel.No. . © 7 - 9 q LOT, L1 t/Vun✓►i 5� ln!�/�. T .. l C ici✓1 5r",te 10 Assessor's MapParcel q0 15— Installer's Name,Address,and Tel.No; - 0�' �-y O I Designer's Name,Address and Tel.No. CSC 2 t•(�C1! RJ PC1�(�UC44t0. eo✓��`11ciC1�0✓� V(0WV) Cape �'✓) -viki, s li7G f P,o, gdy 62 ( Fo,e'ldale A o aq"- c 3'q Mci,,3 iir�7�� a,, ,,,Th A114 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures } Design Flow Ila G P 0 gallons per day. Calculated daily flow gallons. Plan Date /D 2 2 0q) Number of sheets Revision Date 't Title T S- 3' Te ✓) of WAY HQC4120115 Size of Septic Tank 1500 Type of S.A.S. 2 6,L) Cal tpe. rt>,,.,,,c,,,< Description of Soil - 7�/ !.��. as i Piro O — � t 10 4f✓ 2// ,c O Q l--S o Y(t' 5 A ' Z o " — '120 C. M C S al 1, . ej Alo 1,,r47,4 k AA F� cvni�°r� Nature of Repairs or Alterations(Answer when appl'cable) i Date last inspected: 6''! r Agreement: The undersigned agrees to ensure the con tructio and m 'ntena e of the afq�re describe on-site sewage disposal'system in accordance with the provisions of Title.5 of the Env ronmen al Co and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boar of Yealth. Signe Date Application Approvedby' �-S Date a7 Appli ation Disapproved for the following reasons M®VG'cl Permit No. 2 00 3EY Date Issued M/u 3 i -- —————- ——————————————————-————— — i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(:X)Repaired'( )Upgraded( ) -,Abandoned , _).by R Z . ..Bev, jc�C t,t,ct 001�;7,P W-(II� n at 3 76 fi*i l-)a W�si- /uzc in. in1 !� - has been constructed i 'accordance with the provisions of Title 5 and th for Disposal System Construction'Permit No*` 2DO 33-_S3 V, dated // L Installer P.1 -Aec,I;Lrr-,6uu Des gner c3cvvi (06(0', FF r .• ,F�. ,6,.„ The issuance of this permit/shall not be construed.as a guarantee that thesystem will function as designed. Date { c Inspector ' .�� ---.----- ---- -.---- ------ No. 7 r1 d Z:f� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS MiOooal *pgtem Congtruction Permit ` Permission is.hereby granted to Construct�.)Repair( )Upgrade( )Abandon( ) System located at `376 P�1c�f k� [/VUt--) Kara i'i A ' f and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru ion must be completed within three years of the date of it. Date: ILj d Approved by �/`/� • p TOWN OF BARNSTABLE LOCATION _7.�G 1 c`ot c/ e. . i c—,W k SEWAGE # Z G®3 —S3 S' VILLAGE Y �+�+ ' ASSESSOR'S MAP & LOT 112 INSTALLER'S NAME&PHONE NO. C®.i. 4 SEPTIC TANK CAPACITY \a/'Soe LEACHING FACILITY: (type) . Sad .c4/ C4 .5 (size) '3 a'•1-� NO.OF BEDROOMS #UII.DE OR OWNER ./ PERMITDATE: 11 S a COMPLIANCE DATE:I�Ii C) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Or— z � 26 - 3qX .: Y� V%6 s 2 qq Y � . Bk JL7384 Pa264 -WI28 .60 04-2003 DEED RESTRICTION c WHEREAS, � l taV1 � C%G r of (owner's me Ky MA --- - (address) is the owner of 3 i located (address) at ' MA (hereinafter referred to as T t�G being shown n a Ian entitled "Subdivision of Land in and b P � R MA, Property of Ia f I L:;.� et al, duly recorded in Barnstable County Registry of 1,12 /, Deeds in Plan Book `� y�S , Page oZg Or on Land Court Plan Number WHEREAS, i ��.� +� t6 as the owner of said lot has. (owner`s name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compiance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for h restriction ecord with the tuber of the lot be on bedrooms in any house constructed on p Barnstable County Registry of Deeds by recording this document, I ' NOW, THEREFORE, ;��,.�c ta does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: (� L !L- . MA may have constructed (address) upon the lot a house containing no more than—_() bedrooms. agrees that this shall be permanent deed " (owner's name MA, and restriction affecting located on being.shown on the plan recorded in Plan Book , Paged . Or on Land Court Plan __�_ — or ti tle of seethe following deed: BookLO , Page + Or Land Court Certificate of Title Number Executed as a sealed instrument �!Ad day of �►��f,� -. Owners signature Owner's signature Owner's signature COMMONWEALTH OF MASSACHUSETTS ss Then pPom ally ap eared the above-named known to be the person who executed the foregoing instrument and acknowledged the same to be free act and deed, before me, Notary Public My commis i n expires: (date) DEC-23-2004 10 :43 AM DOWN CAPE .ENGINEERING 508 362 9880 P. 01 Fr011I :P.J Beviiacyua Con9truetton Ca. FAX NO. :M,38335359 Aec. 23 2mm 11:!5Ar Pt etc-as-a0e� 69tse an tiOWry CAPE 11"HIRINC 500 362 9866 Town of Barnstable Regulatory Services E Thomas F,Gaiter,Director Public Health Division ThOMIA McKeon,Director 200 Malo Sty,Hynaev.MA o76ol Bttlar. SOe-a69� put JOIMM04 ago ran Dote: SMW Perntilit s G3-53 Alsaeeor'e M o+plYat'cal,,� 6 S•,Z i>netalier; t Addrest '1'Stq �,� k S Addrrs: te) ')f7^071 JA was issued a pemit 10 WWI a U� u) +optic sytte>m at 21 ad as bond an a dlmsip dtawa by dated ► 1— a" *Wte U*ayaem m>�od abovc was as�Im Mina IM y� wdisMhuFd Which Wseptic ga eo e�edo�n o tbox al 3— 1 aeltl ► that the 9M* 9rr� 106ae Md above wag ieetdWd withae .e. XBW thor 10 etd te lo lamcmion of the 9A9 or an vetdoal tetooadoss u o�eR a as )but in aacoW me with State dt Unal Reguladatta. Plan loyfilan or designer io follow. H OF'�gSs9�� ARNE s ;ttatttee H. OJALA Na 2634A OFEE O si'ix a ant W Cos NMI 1/esltlyb�ptltyps�taftsrtetA>see�lm Fwn 3.7A-",dW DEC-23-2004 10 :42 AM DOWN CAPE 'ENGINEERING 508 362 9880 P. 03 250'00 SAS CONSISTS OF r�r N (2) 500 GAL. CHAMBERS WITH 4' STONE AROUND e 1500 GAL ST Lp C'. CONC. FNDN ... TF = 33,6 r ;I t 27 g.27' JC J. 7 PLAN i l= /?S WAY PREPARED FOR: LC S1: SEPTEM9ER 16, 2004 JOHN FALACCI Rf.. ;i tll 290 PCL 18--2 1, iYSTEM ' Sh P. aOJ F MA V DATE RE6 SURVEYOR GENERAL NOTES STATE APPROVAL STAMP THIRD PARTY APPROVAL AGENCY: PFS CORPORATION LABEL LOCATIONS: PROFESSIONAL PFS LABEL. STATE LABEL AND DATA PLATE FOR UNIT "B"LOCATED UNDER KITCHEN SINK STATE LABEL FOR UNIT"A" LOCATED IN FOYER CLOSET rR Q Lh BUILDING THE ENCLOSED DRAWINGS AND SPECIFICATIONS (REFERRED TO HEREINAFTER AS SUBSET) r S ARE THE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. (REFERRED TO HEREINAFTER AS SYSTEMS, INC.PBSI) THIS SUBSET IN NOT INTENDED TO SHOW ANY SPECIFIC PLAN LAYOUT OR Ljj LEI ARRANGEMENT, BUT IS INTENDED TO SHOW THE PBSI BUILDING MODULE IN COMPLIANCE WITH ALL STATE REQUIREMENTS ANDIN OR THE ENERALOCD N CONTRACTOR TO 08TASTA BUILDN PERMITS.G RMITS.DARD NO PART¶OFSTHISORDER 72 EAST MARKET STREET- P.O. BOX 219 V) Z 0 SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN MIDDLEBURG PA 17842 AUTHORIZATION FROM PBSI. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT 12f w CONFIDENTIAL, ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. W 1 PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES > ✓i WITH REFERENCE TO"IN-FIELD", 'ON-SITE" OR "BY BUILDER' ARE PERTAINING TO 0 z 1 THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. OFFICE MAILING ADDRESS: PROFESSIONAL BUILDING SYSTEMS, INC. U a THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE 72 ALL DIMENSION,LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. M M EAST MARKET STREET IDDLEBURG, PA 17842 � MASSACHUSETTS CODES PLANT #1 ADDRESS: 72 EAST MARKET STREET \ MIDDLEBURG,PA 17842 N 1993 BOCA BASIC MECHANICAL CODE W/AMMENDMENTS \ rn 2002 NATIONAL ELECTRICAL CODE W/MASS AMMENDMENTS MA a MANUFACTURERS NO.: MC221 a MA STATE BUILDING CODE VI EDITION 16 MA FUEL/GAS/PLUMBING CODE EXPIRATION DATE: APRIL 30, 2004 �! DRAWING INDEX (23 TOTAL PAGES) THIRD PARTY INSPECTION AGENCY: PFS CORPORATION 3 i a a PAGE DESCRIPTION DRAWN REVISION o 0 1 COVER SHEET 9/22/03 N/A MA. THIRD PARTY NO.: TPIA-02 2.1 FRONT ELEVATION 7/18/03 9/22/03 EXPIRATION DATE: APRIL 30, 2004 N 2.2 REAR ELEVATION 7/18/03 9/22/03 x 2.3 LEFT SIDE ELEVATIONS 7/18/03 9/22/03 MODEL: RANCH 0 a 2.4 RIGHT SIDE ELEVATIONS 7/78/03 9/22/03 LOCATION: 367 PITCHERS WAY, HYANNIS,MA 02601 (FRANKLIN COUNTY) l a 3 FIRST STORY FLOOR PLAN 7/18/03 9/22/03 ww 4 27'-6"WIDE 5/12 CROSS SECTION 9/22/03 N/A USE GROUP: R4 w O 5 5/12 NON-STORAGE RAFTER DETAIL 9/22/03 N/A CONSTRUCTION CLASSIFICATION: 5-B - 6 CONNECTION DETAILS 9/22/03 N/A 7 TYPICAL SECTIONS 9/22/03 N/A FLOOR AREA(PER STORY): 1155 SO. FT. (FIRST FLOOR) Y 9 FIRST FLOOR ELECTRICAL 7/18/03. 9/22/03 10 TYP. ELECTRICAL DETAILS 9/22/03 N/A VOLUME OF ENCLOSED SPACE: 22041 CU. FEET - R.A. OR P.E. APPROVAL STAMP F 11 ELECTRICAL LOAD CALCULATIONS 9/22/03 N/A 'NO CONSTRUCTION CONTROLS REQUIRED IN VOLUME EXCEEDS 35,000 Q 12 FOUNDATON LAYOUT 7/18/03 9/22/03 CU. FT. (MEETS EXCEPTION FOR ONE AND TWO FAMILY DWELLINGS). N 13 TYP. FOUNDATION DETAILS 7/ /03 N/A STORIES ABOVE FOUNDATION: i PFS CORPORATION v 14.1 DWV PLUMBING SCHEMATIC 7/1818/03 9/22/03 BUILDING HEIGHT ABOVE FOUNDATION: 16'-5" 14.2 SUPPLY PLUMBING SCHEMATIC 7/18/03 9/22/03 -i 15.1 TYP. PLUMBING DETAILS 9/22/03 N/A l O Z 15.2 TYP. PLUMBING DETAILS 9/22/03 N/A DESIGN OCCUPANCY LOAD PER FLOOR: 1155/200= 6 OCCUPANTS(FIRST FLOOR) + �y` 0 uj 16 INSULATION SCHEDULES 9/22/03 N/A i Plans certified to COM01Y w _a w 17 MASCHECK 9/22/03 N/A FIRE ALARM SYSTEM: PHOTO ELECTRIC SMOKE DETECTORS 1 PER 1200 SO. FT. ='-«` � F ) �tx' p d V)18 WINDOW SCHEDULES 9/22/03 N/A SPECIAL USE LIMITATIONS- N/A v� t Ill applicable codes and regulations at. 0. m � 19 HEATLOSS - FIRST STORY 7/18/03 9/22/03 FIRE RATING: N/A Q y OTHER: N/A REQUIRED DESIGN DESIGN LIVE LOADS: WALLS: 21 P.S.F. 25 P.S.F. a ROOF: 40 P.S.F. 40 P.S.F. FLOOR: FIRST FLOOR (KITCHEN,LIVING RM,ETC.) 40 P.S.F. 40 P.S.F. SECOND FLOOR(BEDROOMS, ETC.) 30 P.S.F 30 P.S.F HALLS: NOT OFFERED NOT OFFERED Sign Lure/ Title STAIRS: 100 P.S.F. 100 P.S.F. L, BALCONIES 60 P.S.F 60 P.S.F lnproV I Lim' to Factory Built Rr)rti(�P1 �!k w a FLOOR JOISTS: 2X10 FLR JOIST ®16' O.C. 1 1 CENTER BEAM: 4-2x10 SPF p2 THIRD PARTY APPRF�TeRY BUILT PORTION SPECIAL USE PROVISIONS, BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY PFS CORPORATION A = z n n CONDITIONS, LIMITATIONS: OF THE LOCAL CONTRACTOR. 401 S. MARKET STIR ooy UIn\ /A1 //p �' MASSACHUSETTS: 5'-0" MINIMUM SETBACK FOR ZERO HOUR WALL. BLOOMSBURG, PA 17 1413 v \\Y///IUI 0�_n\ �pI Q RANC RT yG HEATING SYSTEMS: PREFABRICATED FIREPLACES ST A. ran > E L Mu' D AND FLUES.U.L. LISTED AND MASSACHUSETTS APPROVED, INSTALLED ACCORDING EN G TO MANUFACTURERS INSTRUCTIONS(OPTIONAL). FURNACES OR HEAT PUMPS TO No, A 8E INSTALLED ND SITE ACCORDING 10 HAUSTED TOETTS, AND/OR LOCAL CODES. 1`�1 VENTING SYSTEMS: RANGE HOOD AND BATH FAN TO.BE EXHAUSTED TO EXTERIOR. cHA Wp �cQ o EXTERIOR ENVELOPE THERMAL PERFORMACE: SEE ATTACHED MAscheck � i� FS \��5. � co 1 301SEE PAGE 17.1 FOR INSULATION AMOUNTS. R-19 IS REQUIRED TO BE INSTALLED ON-SITE ���i `S�a�lA'•_ ECG ���� BY THE BUILDER TO COMPLY WITH THE MAScheck , R-19 IS TO BE INSTALLED IN THE FLOOR .... i.i • c� " a n [w • rw LJ ~ Q z � � LJ o w o E J 0 Lj 3 N Q O � Z U N N Z U J C) 1j (U w ~ z c cu d O a c) ow 0- W z Ao z APPROVAL LIMITED TO J o J FACTORY BUILT PORTION W Q OCT 2 W z cn W cn 0 z o N ~ z qrn t``J%%11111i1/l ll�l�i D Q W o r a z �•�`�`�'��'H oF Mq`�q Q � ' = q W CD ' RTA. G s ' STE,N13 G No. 131 w ry v Qf N v Qv �- m v r> A NAG ��tiQ`�� ED rr M F x pq r-, z Q W Jw� > ci 0 ru � W r�afa� LJ J Z V (U � z W o W 00 � IL ' n LL m c QH CEILING CEILING _1 f J w Z F- d a a Orin L 01 nE r FLOUR EL❑❑R a3 a a Of Q APPROVED ATTIC VENTILATION PFS COPP LOWER 50% @ EAVES o � o REO'D 1.92 SUPPLIED240 QC - 6 20�3 Q 0 ti N UPPER 50% 3'-0' MIN ABOVE EAVES 01 o• v, REO'D1_92 SUPPLIED2_60 NOTE: SEE PAGE 4,1 FOR EXTERIOR WALL FINISH,SOFFIT FINISH, AND ROOF b0VERItMUAL HOUSE MAY VARY FROM ELEVAI ION A ;TOi�I' ~3. � PORTION -� w LD a z ❑ F- m } m a �Fri z c� D GI Fl .tom T1 �C7 Frl X Fl �{7 ❑ 70 D ' r r z v1 z C4 Do Z tj Tl. n F� z . c� z ' ❑ F9 D n —I C D r C m fT1 3 D D %t7 - �l 27 El m r m < D DD Li ca D > s+suuull^j i��� ' C�-1-0 -� d�a �o ',,- " °o 0 m 10 s n "0-u - A�� 0 Cc r— A ' � Cc M. 00 'k- 'U q _ A 710 l �. Sll 00 F _ z 08 � Ll o z PAGE: DATE: DRAWN BY: STATUS: 2842 - RANCH . BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL REAR ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 . 2 PROFESSIONAL 72 EAST MARKET STREET P.D. BOX 219 WIND SPEED WIND LOAD SNOW LOAD F BUILDING MIDDLEBURG, PA. 17842 90 24 40 B S PHONE (570) 837-1424 ORDER NO, SERIAL NO. I FILE NO. SYSTEMS,INC. FAX (570) 837-6133 13019 1 SERIAL P13019020) Z ❑ FT� }> m O O F / z m m D G1 fTl -'l rl X -I rl �7 �7 D f— f TI Z V) -1 z C D � Z tU �J TI m �7 Z z m I , D n -i C D r 2 0 C V) f*1 3 D D JO 3 -n N11111l1lI r \\1 JJJ�' _ D ���` ���a C o O G� co < ❑ a r0 D m o Z Z W.> T r om = 'C� w m mO c) lJrn 13 ''F�9 S1 f 0 0 00 z SUM w -00 m F) 00 a z PAGE DATE: DRAWN BY: STATUS 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL LEFT ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 . PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B S PHONE: (570) 837-1424 ORDER NO, SERIAL NO. FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 1 SERIAL I P13019(120) o F— a m Fli -o D Gl f'l -A -rI O �7 m X FTI O �7 D r r z C4 C4 0 -9 -9 -9 z _ (-n D Z d iCJ O O n C7 m �7 Z Gl 0 Z 0 m I D n -1 C D r 0 c V) m 3 D D %C7 T1 O 3 .n `ttt1N111tU11/l, —4 xO r o m 7C z Gm a cp -I K° 0 n Gey -y� -► � a `o� Om 1 0,( �ii�uuiuee>►t`� Q Q CD �M M c m - F- H a �H ❑ z PAGE DATE: DRAWN BY: STATUS1 2842 RANCH BUILDER CUSTOMER - 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL RIGHT ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 . 4 D PROFESSIONAL 72 EAST MARKET STREET P.O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA. 17842 90 24 40 6 $ PHONE: (570) 837-1424 ORDER NO. SERIAL NO.TP ILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIA13019(120) i P z z a 0 M --I M - r�- WR) -. n )K _ c') M M Fri —I I D D � M r p r D d_ ed o V) CD F9 27'-6" � ''� < > M 13'-9" UNIT "A" 13'-9" UNIT "B" z of c D 0 D o D 0 6'-10" 6'-11" c4 r Md -u tzj w z M t::) n0 r � d � O t7 0 n td 'u ZCN I> z I. D - �-.I 13'-0" 13'-0" 4 D D r ---I \ z = Z < ad4�- O nor � D � c :c p Z O3 \ M cnOZ ^ z I ty u=cn r -U £ n) .D p C4 2M < � D , d A <� r v C �� D 7T) = O w M-< cn t) O :{) M Fn M O a z Z=-z Z CM M r l� rum M 01 Cd -u-a O �0 d td tDJ M A70 D _ <r J C7 <000� �M (� Cn Z c r<,I v A c <d ty Fu p M_n fU z CD M M X .A d AA rr*i�"� 3 ry 3 = f dty O Z Lal- s _ a ❑ d � JDN rn w#XNm� 9, (n O � ❑td (� l N ;pCN b7 D I*ia M V1 ----J ❑ < <I) zFUM �IU O M 3 4'-11 1/2° 7' gvBae� M4 1 1/4" m -4'-11 1/2" Fi) zz _--+ � 3 � Z I r d °; I I w 10'-0" � M I. o � n cj � 5' LOUVERED O tj t -9 BI-FOLD = < W u a ❑ ❑ `-N i0 M #X e ITI t-V) J"A�0 d w N 70 O Nm � D--I oNNJ"' CJ1 D < n �D -- r��� z t7 =z G co L11 Z I ? {�=N - X o D < 2x6 • J 0 0 o FU --n�c--- <<tyty 3 -0 47-9" 2'-0" 5'-6° d d a C O r- r M W 3'-0' Fn I 9 N X Q; Ow rower I I I < rr--- --I I � D e Z D A I II I I C D to W II .. rO O 0 N o J S \ r xx p�Q III N I D vm 000C3 < < _ A 7CD Z U n IN A�r•,A-� a = � o D w <d�o� o i �D w v de e I I Z arwl v < r- D O pa O N w 'w W 0 d NN I I 8 -6" m m rn X X W -n W W I I -9N DD #L- i W£ um ttttt{{I111111lf �� ru rn n N -I .A t a C i���i' ® o� 12 i�_i �_i B24 ry 13'-0" 4' �` ct` rr C o 30 `-W3015-J W36 D U O -� ., ,, a �D 0� aD +, IV rr 0 0 O r C{ � 1 ® —I ❑ n �D G3 �! a c� 2'-2" 11'-7„ �-- om ny 9 ;rj o 00 oN 31 v 00 Z 0M w � 41v ALL XT, WINDOWS & DEERS ON LEAD BEARING WALLS 00 TO H VE ONE JACK STUD & ONE FULL HEIGHT STUD S OTHERWISE NOTED PAGE: DATE: DRAWN BY: STATUS: 2842 — RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEID 9/25/03 ALA FINAL 1st STORY FLOOR PLAN CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 3 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B S PHONES (570) 837-1424 ORDER NO. SERIAL NO. I FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 1 SERIAL P13019020) i STATE APPROVAL STAMP SECTION NOTES: ' 1. RIDGE VENT 2. 20 YR. SELF-SEALING FIBERGLASS CLASS C SHINGLE OR BETTER. 15# ROOF UNDERLAYMENT AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER 3. 5/12 NON-STORAGE RAFTER ROOF 16' D.C. z Z 4. R-38 FIBERGLASS INSULATION W/ VAPOR BARRIER O 5. 1' AIR SPACE PROVIDED BY BAFFLES AT EVERY TRUSS SPACE ALL TRUSS MODELS C) z LiJ o 6. ICE SHEILD (n s 7. 2x6 SUB FASCIA B. ALUMINUM FASCIA Q 9. VINYL VENTED SOFFIT I LJ \ CL a U 10. 3' COMPRESSION STRIP 11. DOUBLE 2x3 TOP PLATE STUD GRADE ON MATING WALL STRAP MDR TO EACH RAFTER 12. DOUBLE 2x6 TOP PLATE STUD GRADE ON EXTERIOR WALL w 13. SINGLE 2x3 BOTTOM PLATE ON MATING WALL Z I r 14. SINGLE 2x6 BOTTOM PLATE ON EXTERIOR WALL m 15. 5/8' GYPSUM SHEATHING 12 I Q a a 3 5� 2,4 SPF/2 3 O p 16. R-19 FIBERGLASS INSULATION W/ VAPOR BARRIER - I I JOIST HANG REO'D WHEN 7 � 2.3 MAR_RIA_GE WALL IS USED. 4 n 17. 2x3 SPF STUD GRADE MATING WALL @ 16' i ; 4 5 x 6 T \TT 7 DO aQ 18. 2x6 SPF STUD GRADE EXTERIOR WALL @ 16' ; O q(; 19. 7/16' O.S.B. SHEATHING ON MATING WALL 2,10 SPFyz� B F GO aIr trJ SEE CALLS MANUAL tt tS 9 W W FOR OPEN SPAN � J 20. 7/16' DSB SHEATHING ON EXTERIOR WALL BEAM SIZE as to L 1­o 21 4 45 1 U) 21. AIR INFILTRATION BARRIER b 17` 7 76 w 6 w Of 22, SINGLE LAYER 19/32' O.S.B. FLOOR SHEATHING L3 R.A. OR P-E. APPROVAL STAMP 23. R-19 RIGID INSULATION ATTACHED TO PERIMETER 5 0 ? a 24. 2x2 LEDGER STRIP STANDARD �,- 13 1a APPROVAL LIMITED TO 25. DBL 2x10 SPF 42 PERIMETER BAND Y T �Q m FACTORY BUILT PORTION 37 TOP OF SILL PLA E 26. CAULK IN-FIELD 8" I�IN. 4 i z z OCT 1 3 �3 ° 27. 2x10 SPF#2 FLOOR JOIST 16' O.C. � � coozM m Lu z w DO Illlllloil'fl O 28. R-19 1NSUL. ENTIRE FLOOR INSTALLED ON-SITE i 0 i m �����```>AL�N 0 �',' i�i d m 29. 1/2' DIA x 17' ANCHOR BOLTS WITH 15' i i i i �� A9 1 I I 1 `a �O EMBEDMENT 1N CMU AT 6'-0' O.C. �T , , I , 30. 3 1/2' MIN. DIA. PIPE COLUMN i i i i 4 = v STE gER 31. FIELD INSTALL SHEATHING STRIP o°• %t4l 0• 49 32. 2x6 TREATED SILL PLATE y 33, OPTIONAL CRETE BSEMENTTERIOR PARGING WALL INSULATIONVER W1 WHERE PERMITTED,IBITUMINOUS CDA NOTES: CAPE SECTION WITH FULL BASEMENT 34. FOUNDATION WALL BY BUILDER. PLANS > ENGINEERED FOR 6' TO lO' THICKNESS 1. ALL FINISH MATERIAL FOR RAFTER AREA, INCLUDING TRIM, WALL GYPSUM, INSULATION, PLUMBING FITTINGS & FIXTURES, ETC., IS SUPPLIED AND INSTALLED BY THIRD PARTY APPROVAL STAMP Z 35. 4 MIL, POLYETHELENE VAPOR BARRIER BUILDER UNLESS OTHERWISE SPECIFIED. = 2. ALL SHEATHING USED IS AGENCY RATED. 36. 4' GRAVEL BED C, Z 37. 4' PERFORATED DRAIN TILE APPROVED 38. #4 BAR CONTINUOUS PFFS CORP 39. FOOTING TO BE 6' MIN. INT❑ UNDISTURBED E, SOIL (TYPICAL) OCT - 6 2003 ; 40. 4' CONCRETE SLAB 41. 30'x3O'xl2' CONCRETE FOOTING g APPROVAL L11MITED T®� o 43. 2x8 CLGJ CMU ���T® �'��P �d�`m m 43. 2x8 CLG JOISTS @ 16' O.C. 44. :ag� a 45. 1/2' DRYWALL w cD a a z V D m — 1'-0 3/16' M F ^D fr'1� W �{ \I ❑O \ X O< A O n<m a m r= �p W � D mto w co 9 1/8' 10° 2 1/2° = D l'-3 3/4' S 7/16° C] FT 1 r^ v J r- _ N T O p \ x I v� I V W FO 9 5/16' a o v) ✓w � FT� X C 00 F--� ^I fU v J m � m (n D - - - - z C � f = Av F 7 4 SPF N rp -r-� /7U 3'-5 5/16' N v a D m o nN d a� W A N co X 4'-5' m� X �, D o D v, z n L, a N ✓ �z X M� -j N N ✓ d N ' Z FT T X d; m fU _V m 0) z � C) � o Ar N �--i N z - � C — 3'-5 5/16' a z N X rO D w 0:) i y �t ,``,1111111111U/f/�/ > N w Cb max , Om � S O �a w � a AZ � = Fes* z N r- Z IX7. :{1 T i M S . m � O A —1 g- 1 '31 O rn cry i' ch"0 o w L (24 0 C< t 0 w PAGE DATE DRAWN BY STATUS: S/12 NON-STORAGE RAFTER BUILDER CUSTOMER 9/29/03 JRB APPROVAL 27�_6" WIDE C�XB BOTTOMS MOULTON REAL ESTATE & CON SENTEIE CITY COUNTY STATE HYANNIS BARNSTABLE MA 572 EAST MARKET STREET PROFESSIONAL P:O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B S PHONEt (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC. FAXi (570) 837-6133 13019 SERIAL I P13019(120) STATE APPROVAL STAMP V) 4-1/2"x1 1/2" 16 GA STAPLES EACH STRAP Q I- 26 GA 1 1/2"x27" 1 1/2"x12"x26 GA w STEEL STRAP GALV. STEEL STRAP C) @ 48" O.C. z z o 4-1/2"xt 1/2" 16 GA w STAPLES EACH STRAP O w cr 4-1/2"xi 1/2" 16 GA STAPLE U W Lw w WQ Z a > TRUSS TO WALL ANCHORAGE OPTIONAL RAFTER TO WALL ANCHORAGE Z N O U .. N H � Q � O m z 3 � � Q a 0 0 p,N 4-1/2"xt 1/2" 16 GA iv STAPLES EACH STRAP XO maa q tj 112" a� 4-1/2"xt EACH 16 GA 1 1/2"x12"x26 GA STAPLES EACH STRAP F m GALV. STEEL STRA*RA w j AT 48" O.C. ¢O F 0 1 1/2"x12"x26 GA 4-1/2"xt 1/2" w GALV. STEEL STRAP STAPLES EACH AT 48" O.C. Q R.A. OR P.E. APPROVAL STAMP � 4-1/2"xl 1/2" 16 GA Q STAPLES EACH STRAP AM w APPROVAL LIMITED TO C G. CENTER BEAM TWO STORY — FIRST FLOOR CELING FACTORY EUiLT PORTION TO BEARING WALL ANCHORAGE ci OCT 13 Intli ZU83 0 ROOF ANCHORAGE TO MATING WALL 9 z co LLIt L ? S TE A i am NSE - y - No. 4 31 - v I 2x4 FLAT Hq N�GP\�Q`���: 4-1/2"xt 1/2" 16 GA I II 4-1/2"xt 1/2" 16 GA STAPLES EACH STRAP I 3-3/8"x3" LAGS �� }HL STAPLES EACH STRAP I II ( II 16d NAILS ® 6"O.C. 1 1/2"x12"x26 GA 7 1/2"x12"x26 GA GALV. STEEL STRA THIRD PARTY APPROVAL STAMP GALV. STEEL STRAP AT 48" O.C. w 4-1/2"xi 1/2" 16 GA - 4-1/2"xt 7/2" 16 GA STAPLES EACH STRAP APPROVED E® STAPLES EACH STRA P V PFS CORP - Ln OPTIONAL TRUSS TO WALL ANCHORAGE OCT 6 2003FLOOR PERIMETER BEAM > APPROVAL L.MV11TED TO BEARING WALL TO FLOOR ANCORAGE AND CORNER CONNECTION F CTr,,�Y 6 AIL i POAT101m o s W 0 C5 Q a 6 STATE APPROVAL STAMP 16d NAIL 12" O.C. (ON SI z 0 16d NAIL 12" O.C. (ON SITE) RIDGE CONNECTION 7 SCALE: 3/4"=1'-0" U W o � s J 2-16d NAIL INTO EACH RAFTER (ON SITE Q p U •�I w nn J N M O LJ \ Q '0 O 2 RAFTER CONNECTION 7 SCALE: 3/4"=1'-0" 3 DO of 2-16d NAIL EACH TRU ON SITE) o o rn ° 16d NAIL INTO EACH RAFTER (ON SITE) N X O Q ma 3/8"x 6" LAG SCREW 4' O.C. (ON-SITE) O c7 a� Fm w J w p a. �O w Y Q APPROVAL STAMPE OR P R.A. . . ~ 2-16d NAIL EACH STUD (ON SITE) m w 2 KNEE WALL CONNECTION rlF p� l SCALE: 3/4"=r'-o" APPROVAL LIMITED TO 3 FOLDING OVERHANG ¢ FACTORY BUILT PORTION 7 SCALE: =7-0 3 a" ' " MARRIAGE WALL CONNECTION / 7 SCALE: 3/4"=1'-O" OCT j��] O Z e (!J w z 1/2"x 12" THREADED ROAD 4' O.C_ (ON SITE) \q►�I�fl � ILLo 16d NAIL 12" O.C. (ON SITE) IL JV_OR 3/8"x 6" LAG SCREW EVERY JOIST ``��� 'f Ou } 3" O.C. ABOVE 25 PSF WIND LOAD ALTERNATING SIDES (ON SITE) tL `��{ 0 �� /ice-- d m U) RT 10" x 72" x 1/2" STEEL PLATE STENBER N WELDED TO COLUMN - No 41 1 (12" PARELLEL WITH GIRDER) _ v 4-3/8" x 4' LAG BOLTS G� THIRD PARTY APPROVAL STAMP MODULAR SET-UP NOTES, ti Z t. SEEPAGES 21 THROUGH 29 Of SE7-UP MANUAL FOR 2 MODULE w SET-UP INSTRUCTIONS. U U \\{\ �\/�\ 2. SEE PAGES 31 THROUGH 33 OF SET-UP MANUAL FOR 2 STORY APPROVED Z Y/\�\/\/ (4 MODULE)SET-UP INSTRUCTIONS. APPROVED / 3. SEE PAGES 35 OF SE7-UP MANUAL FOR 5/12 AND 7/12 ROOF 6" x 6" STEEL PLATE PFS C®PP Q % \\j\ SET-UP INSTucnDNS. WELDED TO COLUMN X�//�/�/// // 4. SEE PACE 41 OF SET-UP MANUAL FOR HINGE EAVE OVERHANG� \ \ \\ !� VARIES _ //j//\1 11()0 0 SET-UP INSTRUCTIONS. 4-1/2" x 9" ANCHOR BOLTS Oar ,6 2003 w //gipO // ° o°O00 .0 '00 o° oo ° APPROVAL !i9 z a /\\\\0 0 O D \\/\\` j ° a. 0 0 0 0 0 o O y a4j' p � ,/,�� SEE PAGE 50 & 51 OF QUALITY . ; FACTC)py t.�� iTti�TO Z w ASSURANCE MANUAL FOR FASTENING �- ON . c � m 5 TYPICAL BASEMENT WALL SCHEDULE FOR PLANT BUILT ITEMS 6 FLOOR GIRDER BEARING 7 SCALE: 3/4"=1'-O" 7 SCALE: 3/4"=1'-O" a o_ O W I- Q 12-2 Z 2: o 0 v 9 a W 0 f J GFI u a o 3 XL 9 CHIMES z 0 W O 4 1 f I I 1 CT I I J a ——— — CT I GF1 F 7 12-2 dS Q C \> �a r --- J I L GFI 3 1 W ON CD �z ; I I 1-- zQ `L' zM I I L=====--- — 2 Q o W 4 I 4 u Q _ - --- 4 FL z I I 12 12-2 W ? z a 0 I rop I I u 3 1 I 12-2 i E I f T Q a J a I 1 30 30 I I 2 a I I .• • I I --� Lj z BOX & BLOCKING 14-2 It I 10 z o 4 I - -J BOX & BLOCKING it L 3 J Q w I I 4 2 I 3 ii 2 i o r a p rn I 0 I Q J 14-2 4 I I 3 T 3 u 3 O e GFI I L _ _� X - -- --- - - -- - -- - = - - --- -vl L --- - - - -- — v1 1 r 3 w S --------- JSS3 I I Li v ru MNT. 66 A.F.F. Z S III 1 3 _ NCI BAILER SWITC� 1 8 I I Q w m^lh 4 E. TO TIC J. P.E. —J ~� III L -- - -B.J� L D 12-2 y a0on q IL- - 3 r— ---J AFF P ( QmL5000 �_ N�� AMP 14-2 S3 S3 ELEC. DROPS u �X� � S P.E. CONN. ro 5 W/ 22' C❑ILS ZU LLJ zu_' 5 5 I In -- cva-Qa_¢ I S z�� I C T "'- I C� a f a i PULL L,J N) L S u I 12-2 17 T WIRE ( 6 J SD BSMT Q I L 17 — I I 6 I > z Z SD. �I I -I �� IQY6 - II II 14-2 W I@ 6 x 18 APPROVAL LIMITED TO cO o z UW)5 i i L__ I i FACTORY BUILT POI-TON a om 0) TV O OCT j , 9003 6 BOX AND BLOCK Q N I 1 1 I 6 L a m I I FOR PADDLLEFAN .�`���p�'fH I I I RT 9�y A. s S7ENS G N _ � J a I I I 6 I No. 131 a w < a I I F — J � 9?' - -- - - ----- - ---- --I I .L_ L I P - CN�9N�GP TV 5 ,�,AL ... . ... 5 S) I I S3 —— — —— — 6 — — — - - - --- 6 CHIMES ELEC. DROPS z a a NOTES W/ 8' C❑ILS a XL 7 6 W Q 1. INSULATED STAPLES REQ'D TO SUPPORT LGFI 7 APPROVE® ALL WIRING 12-2 PFS CORP 2. 1155 SQ. FT. (SMOKE DETECTORS REQ'D ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN �, M EVERY 1200 SQ. FT.) BEDROOMS ARE PROTECTED BY AN ARC—FAULT CICUIT INTERRUPTER OCT — 6 2003 ' °' 3. SMOKE DETECTOR: TYPE PHOTOELECTRIC IN ACCORDANCE WITH SECTION 210.12, 1999 NEC. A ti N a, m m I 20A 120 VOLT 12-2 7 20A 120 VOLT 12-2 APPROVAL t!LIMITED TO A 2 20A 120 VOLT 12-2 8 20A 120 VOLT 12-2 -TORY SIm R^� PORTION 3 15A 120 VOLT 14-2 9 20A 120 VOLT 12-2 4 15A 120 VOLT 14-2 5 15A 120 VOLT 14-2 17 20A 120 VOLT 12-2 a 6 i5A 120 VOLT 14-2 I8 30A 240 VOLT 1 10-3 30 20A 120 VOLT 12-2 On NE22 R gg ��q 0 4 z \ I \ o o=> I o o gg y "sw /m J \ g '•'per O ' \\ Up m s TO 8SMT SO 0 0 N •e —————— 22•.30' e s a rrpgq ATT e + A9 �\ 666 o O o A PC 55 01 Z 'I m $ R z qq z Fg¢g D m z $ A / / 0 �• p F Z n>i= O oozb ZAx 9 n e IIIoZ 9 oa \ 3 � >A? air n� Z m I c FF � � ! r g 4A p LJJ o & > am x ILL �m n > 11 � no a c a n Q D p y a t N mDr Z '51 C7 o z o g a ®pO a®p® s a e e P A 4v � t � Rc $ o0o D c n 5 IOU A b Y e All- d — y u $ v n o A § p K c Or DC 0 g - 11 O Li N 4 m o oN -R n iat s o ga $ i 9� g =A fd� ` \ nH R a o o �' � r � v'� a $ �> �o m � m� xj � � • R1-i {N `•' �� fig" AP €Q g na AO ocn g$ $ mZ Z m�' ?: $ >a N a T r G7m m f 6 °^v C n Z �' g� $ _ �N � Y 2s _ mo o y Y; R R R �o 29 ^ z ,n 2 � N A ? 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" 0 M 0 o A z {7 70 :U 3 0-1d -{rl 0 r, 27'-6" -170 M 0 z�z 0 13'-9" 13'-9' 3 -0(A D D � rr 070 4 M�D -7 ———————————————————————— ——— —————————— ———— ———— — -I D(�M C:) �Ct::Jc73 I td =oD❑ �r I � _ —————————————————----- --- ------------ ----- V)0r7 M 70 �I I .�Z I Cill zoOV) t7= r I I o7£o I I oD -Ir r = D I I ------, I `�❑o o I I Qz p I D z - ---- D I r-Ir- � I I I I C4 ❑ DD I I I � Ttd I M�"' I I I I D rrl I I Z I I I 7 0 I I Ca i----- I M I 1 3 p I I z `--- - I m v' I 1 3 I I I I z m v m I n o I I I I �z .-t:Jdox I I r i I I 2 �Z £ oz I D __ I I I M A X L------J I I r- 0 0 I I Dn -zi z� I I I I G1D � DN I I I -1eZDn I I o i I 7DC D � N Z I I I I �rn- M M ON I I I m o tj -o I I -----, I I e�-< £o p I I I I z o w z I I L----- I I Md �n I I I <zDr- I I I I o I I �;a� c) � z I I dew I I H� a I I Dno J I I zV)M �m I I �� w I I M0vI Ana I I 0 � CD I I �0 70 I I r m I I ❑V) -< t7 ❑ ❑ ------, I I Z � O50 M -u > I I zWm � , p I I I a-T, 0 X c N ---- I I < M zmm D I r dd �o70 I I a ", - -ADO I I I I z Ln CD CD '- o I J D CD 3 I I I I I o tj ❑ I I z 9 Z— � 0 Ora I L- - --- --- ------- - - ---I p I-- M �(�l -- ----- - - ----------- ----- - - ----------------------J >> 70,E r-� �� � �Z ��r� —1 �� Lo MI u4n s� ❑ z f � � z � � � �C,4 r o � C__ z �� ry�y�< w -tea; i m To z z PAGE: DATE: DRAWN BY: STATUS: 2842 RANCH BUILDER CUSTOMER — 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL FOUNDATION PLAN CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 1 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P,0, BOX 219 P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B S PHONE! (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL P13019020) ! ' OVERALL LENGTH OF HOUSE FOUNDATION NOTES: PER INDIVIDUAL FLOOR PLAN STATE APPROVAL STAMP 1. ALL CONSTRUCTION&MATERIAL BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE ------- RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TOE BE DONE IN ACCORDANCE W STATE AND LOCAL CODES. DETAILS ARE SUGGESTIVE ONLY. --------- I z / I I Z s--------- ------------- ----� 2. PLASTIC PIPE SHALL NOT PENETRATE FIRE SEPARATION WALLS.UNLESS PROPERLY PROTECTED ( I*RIOR PILASTER OR EQUAL REQUIRED I I o AND WALL CONTINUITY NAIN7AINED. , IO'-0"O.C.WHEN BACKFILL EXCEEDS FLOOR PLANS ARE DESIGN WITH MA%IMUM WALL THICKNESS OF TO" I I z o 5'-O"IN HEIGHT BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I 3. BASEMENT ENTRANCE.FOUNDATION OR CRAWL.SPACE WALLS EXCAVATION&BACKFILL, IF WALL EXCEEDS 10"BASEMENT STAIRS MAY BE AFFECTED. I L---- V) PILASTER,ECT.MUST COMPLY W/HUD MPS 4900.1,601-1 TO 601-18 WITH LATEST 1 , FOR LOCATION OF STAIRS I Z REVISIONS STA7E/LOCAL CODES,LAWS,RULES&REGULATIONS INCLUDING FMHA 4241 ( SEE APLICABLE FLOOR PLAN I I EXHIBIT D THERMAL TO OUALIFY FOR FEDERAL FINANCING. o I I I F_---1 I O 3 I I 1 I 4. INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REO'D TO BE THE RESPONSIBILITY 4o I UNLESS OTHERWISE SPECIFIED OF THE ON-SITE BUILDER AND 70 BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. I , ACC COMPLIANCE WITH ALL STATE AND LOCAL CODES /,�(ESS 10 CRAWL SPACE BY BUILDER ACjVSMOKE BASEMENT BY BUILDER DETECTOR IN I I Q o I I I ( I Q 5. WI IN NDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR I lJ I I N AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE CORNERS AS POSSIBLE i I I L---� I z o (A MIN.OF NATURAL LIGHT EQUAL 10 2%OF THE BASEMENT AREA MUST BE PROVIDED FOR MASS.&R.I.) ( I %6'%t6-BLOC% SEE GIRDER i ER FOR MA SPACING SCHEDULE r 6. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY NOT BE `•' ( SPICE I Q w REQUIRED. CHECK LOCAL REQUIREMENTS. i n I I 30'x 30"x 12"CONCRETE FOOTING I I VARIES L-+- 7. THE SILLS OF ALL.DOOR OPENINGS BETWEEN THE GARAGE&DWELLING SHALL BE RAISED o I I �-1 r--1 r--� E-- F_---� NOT LESS THAN 4"ABOVE THE GARAGE FLOOR. I I - ( I - �) I - , e I - , I - I e I - 1 I LN+ B. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL !o I I IZ 1 I 1 I I 1 I I I Q - K SOIL CONDITIONS. a z I I L- J L--J -_J L--J L-_J I I < j /r ADDITIONAL SUPPORT COLUMNS I U 9. CRAWL SPACE FOUNDATION REQUIRES A MIN.OF A 18'x 24'ACCESS OPENING. �'o: I 30"x30"x10_ CENTER BEAM WITHIN FLOOR o w 1 SYSTEM SEE CROSS SECTION ARE REQUIRED UNDER CLEAR SPAN$ FOR VENTILATION 1/3 OF 1R OF FLOOR AREA PROVIDED BY CROSS VENTS I CONC. FOOTER ( ) IN CEILING GIRDER IN EXCESS OF 6-0" I MADE INSECT&RODENT PROOF WITH SCREEN OR LOUVERS.MIN.CLEARANCE BETWEEN I I I WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18' I 3 1/2"MIN.DI0.STANDARD STEEL i I \ I PIPE COLUMN STANDARD FOR ALL 10. FIRE SEPARATION WALLS IN DUPLEXES OR TOWNHOUSES SHALL BE CONTINUOUS TO u I I MODELS WITH FULL BASEMENTS I I T BASEMENT FLOOR(ON-SITE BY BUILDER), o I I I I F a I I c" 11. PERIMETER RAIL ATTACHED TO SILL W 16d NAILS 16"O.C. 3"O.C.ABOVE 25 MPH WIND LOADS I I a / ( ) o I RANCH, CAPE, T W 0 STORY ANCHOR BOLTS TO START 1•-0"FROM EACH END OF I [] 12. THE MANUFACTURER WILL NOT ASSUME ANY RESPONSIBILITY IF COLUMN SPACING BY BUILDER/OWNER I I FONNDATION AND CONTINUE.0 6'-0"O.C.AND SHALL—"""' HALL I EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE. I I 8E PLACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I i m 2.6 CONTINUOUS SILL PLATE FASTENED 70 I 13. LOCATION OF WASHER,DRYER,WATER HEATER,&FURNACE IN BASEMENT TO BE INSTALLED PER I I FOUNDATION WALL WITH 1 T 6 17"ANCHOR BOLTS I ( < 3 J STATE&LOCAL CODES(OWNER/BUILDER RESPONSIBILITY) I I WITH 15"DEPTH IN CIJU AT 6'-0"MAX I a a 14. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS I I TYPICAL 6'-0"MAX. 6•-0"MAX. L I•-D"MAX. o O I - I 15. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO -------- ---------------- --- ------- ------- N OVERHANG FOUNDATION. IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN rn LENGTH AND WIDTH BY 1 1/2"TO MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. L————————————————————————————— —J r————-, F- ————————— X L----- _ I I I ANTIEVER m a OPTIONAL CANTILEVER OPTIONAL CL menu 1ac,H a RarsE NOT WITH 2 STORY OPTION NOT WITH 2 STORY OPTION i I I I O CO a� aol olalnmut non+nnx I I ' CD - SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS F,CD —__ W J I I 1 I VARIES PER INDIVIDUAL F O I 1 I I FLOOR PLAN y I 1 I I rw�ixorvmua coot au+ L~L1 z I 1 I I _____ of ----------115- -------------T --`------- R.A. OR P.E. APPROVAL STAMP cnf ---------------------T j Q ui e 1� /iPPROVAL LIMITED TO }� FACTORY BUILT ORS iON g OCT g �3 z z U I L__J I I I r 3 '� so s ; I I ; r--� r__J r-_J , ___- I I I I 1 I I I I I _ I 1 _ I 1 I N Z c2 I 1 171 - 'IT"I I I T I I 1 I T P�_ \1111 It W r_III---J i I L__J L__J L__J 1 1 0 ,��11 IIII/I O t73Elf r F—��- i AND I" RANCH/ T r TWO STORY STENBE r-4+ a m No. Q �]./ ' 3 BOX WIDE RANCH, CAPE, TWO STORY ; L__________________________'' J 1 _____________J _ __ _i Li r_______-____ I 1 --------------- --------------- a 1 i a•mw rwR,urcn QI I 2 6BF,'wDwHq N ---- L___________________________________ _______ J _____________________________________________________J OIY � •••••.•`• ,++ to rwds Fco omwuu ni r rs�camrco u ro,x v rws now>u. � ru emnmuu rtaw ww Q SEE PAGE 4 OF THIS SUBMISSION FOR HEIGHT CROSS SECTION OF THE FOUNDATION BASEMENT COLUMN SPACING 10'-0" TO 15'-9" WIDE UNITS THIRD PARTY APPROVAL STAMP METAL WASHERS DOUBLE WIDE UNITS TRIPLE WIDE UNITS --- W 30 sf 40 sf 60 sf 30 sf 40 sf 60 Si APPROVED c] 24 WDE Ir-51 V'i1 7-7 24 WIDE 6'-„' 6'-B• 6•2' q` CORP28 WOE B'-]' B'-3 B'-Y j 28 HIDE 6'-6' 6--2- 6'-D' PFS CO 32 WDE 7-9- 7-90 7'-4- 32 WME 5'-9' 5'-5- S•_5• 24 WDE W-3m B'-Y 7_2• 24 WtIME 6'-n- 6'-B• 6'-7 0 C T — 6 2003 N 28 WDE B'-]- 6'-3- 8--1- 28 ME 6'-6• 6--2' 6--D• 32 WDE 7-9- 7-90 7-4- 32 WIDE 5'-9• 5'-5- 5'-5- Q 2B WDE '-, - W 2B WIDE APPROVAL LIMITED TO HOOKED PLATE EYE & PIN MUD SILL < 32 WDE 5'-D- 4-B 4•_3• 32 WIN a� 24 011 6'-,1' 6'-9- 66-50 y� 24 WIDE 6'-D• 5'-9• 5'-4" FACTORY BUILT PORTI®� W 28 WIDE 6'-9- 6'-2' 28 WDE s'-s• 5'-2' - TYPES OF SILL ANCHORS. 12 WDE 6`3 6'-3 6•-'• 32 WIDE 4•-9' 4'-7 °j m m 1. FOR ADDITIONAL DESIGN CRITERIA SEE CALCULATIONS MANUAL SECTION: FLOOR GIRDERS. 2. MAXIMUM SPANS INDICATED INCLUDE 4"x6" PLATE ATTACHED TO TOP OF COLUMN. � r— a a w fV Z . . O -'- D Z r o l (] n r Z n M;ov' 0 D � 14 a z t7 d Zv - o H m C4 S r n D D d Z =m m < D A -4 a mry N m Z . '0 a TI mtym D ri � ZA —I M fn'1 \ H D O � < O A £ o m mpfn fTl S Z D m ;o D zm r e � c 3 tzi H go z ^ ..�' ro m D r � a (� < � I N m \ _ N I 90 W I ro < I o -mn Z A Gl c ;o m w �d H r D C7 I C< (/J D -�.� I rl ;7 Z S (�1 w I ro o m C I � c ro i w I I = nV I N I -E 7z I I I w I ru I Z- I I N I N w O 3 D Z V) m ;Q 0.f ® A-u_ f ii11119iJla!!! cn O x O i;� �. << (/) m x x z(v r n® r z Ulu LAI ® �'o ;u a PAGE: DATE: DRAWN BY: STATUS: BUILDER CUSTOMER 9/6/03 ALA PRELIM 2842 - RANCH MOULTON REAL ESTATE & CON SENTEI❑ 9/25/03 ALA FINAL PLUMBING DETAILS CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 1 /� • 1 P.O. BOX 219 72 EAST MARKET STREET L.L PROFESSIONAL WIND SPEED WIND LOAD SNOW LOAD r P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B 3 PHONE (570) 837-1424 ORDER NO, SERIAL NO, FILE NO. SYSTEMS,INC. FAX (570) 837-6133 13019 1 SERIAL P13019C120> N D rl iTJ rl D m 7J7 CD G� N D F- z m , n I � I n ❑ I n z I � � I N I � I m I � I N � I I m I I I I I � i Iry I I I I D I I m N z z dd D D C m m (10 V) , N r I r- Z- D � D m -a ;u m C I N � � I �c I r � � r I � I I I I I I <� I ' Irw n w I 7' I A � c �c a� '_r r m ® �-1-0 ® ,,oda Rio --i X o -u >a o as 0® z ODom ab L620i Sll ad PAGEi DATE: DRAWN BY STATUS; 2842 — RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 1 /�I1I ® � D PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND SNOW LOAD P,O. BOX 219 P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B 3 PHONE (570) 837-1424 ORDER NO. SERIAL NO. I FILE NO, SYSTEMS,INC. FAX; (570) 837-6133 13019 1 SERIAL P13019(120) WATER SUPPLY NOTES: STATE APPROVAL STAMP 1. ALL WATER AND DRAIN LINES ARE STUBBED THRU FLOOR ONLY, FOR FIELD COMPLETION. 2. ALL POTABLE WATER LINES ARE TYPE "L" COPPER, CPVC PLASTIC IS OPTIONAL. cn 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. .J 4. ALL VALVES ARE GATE OR ANGLE TYPE. Q CONNECTION TO 1/2" CONNECTION T 1/2" 5. ALL HOSE BIBBS ARE 3/4" NON-FREEZE TYPE OR DRAIN VALVE. LAJ SHOWER HEAD SHOWER HEAD 3/4" AIR 0 CHAMBER 6. WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER IN FULL BASEMENT. INSTALLED PLUMBING ACCESS ANTI-SCALD VALVE ANTI-SCALE VALVE CONNECTIONS TO BY FACTORY FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE. PANEL-,,, ALL SHOWERS ALL SHOWERS VANITY FIXTURE z 3/4"x15" HIGH 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR _j 0 \ AIR CHAMBER P\ PLUMBING ACCESS BY BUILDER. j \ \ w PANEL 1/2" 3/4" AIR 8. FIELD PLUMBING TO BE APPROVED LOCALLY & FIELD TESTED PER CODE BEFORE CONSEALING. �- t/2" CHAMBER 9 PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIRED CONNECT TO SHUTOFF 1 NOTCHING AND DRILLING OF STUDS MUST CONFORM TO APPLICABLE CODES. V) vi FINISHED TUB FIXTURE VALVE 1/2" 1/2" / " ~ 3 4 10.EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY z FLOOR \ I 1/2" HOT HOT SHUT-OFF FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE, W N H07 \ I FINISHED \\ -VALVSHUTOFF VALVE COLD it. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0" O.C. BY STRAPPING OR EQUAL. F- FLOOR Q SHUTOFF FINISHED FLOOR p VALVE J FINISHED 3/4" 12.COPPER DISTRIBUTION SUPPORTS: AT THE BASE & AT EACH FLOOR NOT EXCEEDING 10'-0" > COLD COLD FLOOR ON CENTER (VERTICAL). MAXIMUM EVERY 6'-0" (HORIZONTAL) > 4 rn 13. WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. ao 14. 3/4" MINIMUM HOT & COLD MAIN SUPPLY LINE TO BE USED (1" FOR 20 DFU'S AND OVER) y WITH 1/2" SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. Z m 3 3 J 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD < TUB/SHOWER SHOWER HOT TUB/WHIRLPOOL/GARDEN TUB WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE o 0 TO PIPE MATERIAL. rn 16.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL INSTALLED IN THE WATER N� SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. ma 17.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER_ .a. 18.SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE ° D CONNECTIONS TO INSULATED BY BUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS SINK FIXTURE WHERE POSSIBLE. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER w p WITH DISHWASHER APPLICABLE CODES. a o CONNECTIONS TO 3/4" AIR / OPTION ONLY m VANITY FIXTU CHAMBER SHUTOFF VALVES CONNECTION TO AND WASHER WATER CLOSET 1/2" 19.FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR w HOOK UPS 1/2" IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR r 3/4"x15" HIGH 2" IN FROM EITHER EDGE. Q to 1/2" SHUTOFF R.A. OR P.E. APPROVAL STAMP SHUT-OFF 1/2" VAL AIR CHAMBER 20.SILL COCKS & HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. a VALVE- SHUTOFF w SHUT-OFF VALVE 1/2" 21.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. HOT VALVE 1/2" 22.FACTORY INSTALLED WATER HEATERS: 50 GALLON OR 80 GALLON WHEN ENCLOSED AN APPROVAL LIMITED TO HOT ACCESS PANEL IS SUPPLIED. FMISHED 3/4" COLD FINISHED FLOOR COLD FACTORY BUILT PORTION FLOOR COLD HOT SHUTOF 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. a ti COLD VALVE IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT, oz z FINISHED FINISHED FLOOR 24.ALL PLUMBING FIXTURES TO BE WATER CONSERVING. OCT a� vi h z FLOOR co DCONNECT IISHWASHEO 25.LEAD CONTENT IN SOLDER & FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED 70 0.27 `,0111111�Ii�tP //���''' LL C3 26.HOSE SPRAY (IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN ��� �N OF A4 Al 0. Co (/) WATER IS SHUT OFF REVERTS TO 7U8 POSITION & PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A VACUUM `�� �O� K T �y n BREAKER. 27.BATH TUBS & SHOWERS ARE TO BE LISTED/LABELED BY'AN APPROVED AGENCY. = U NSER No. 41 � = 1 v Q BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL r•����� h'��C'? �� ee NOTES: o: 1. WATER HEATER INSTALLATION SHALL MEET ALL APPLICABLE > STATE CODES. PLUMBING MATERIAL SPECIFICATIONS THIRD PARTY APPROVAL STAMP 2. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO VACUUM BREAK 1. CPVC PLASTIC HOT & COLD WATER DISTRIBUTION - ASTM D2846-90A. A VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS Z 2. ABS PIPE AND FITTINGS - SCHED. 40 ASTM DI527-89 R-1982 AND ASTM D2468-90. WATER HEATER. WHEN WATER HEATER IS ON FIRST OR TEMPERATURE & ( ) SECOND FLOOR A PAN SHALL BE PROVIDED & ITS DRAIN PRESSURE RELIEF 3. ABS CEMENT - ASTM D2235-88. SHUT-OFF 4. PVC CEMENT - ASTM D2564-91. SHALL PIPE BELOW FIRST FLOOR (DRAIN RPOVIDED IN VALVE PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE VAL 5. PLASTIC TUBS: ANSI Z124.1 - 1987 & DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. SIZE TO MATCH COLD 6. PVC PIPE AND FITTING - ASTM D2665-91B AND ASTM D2466-90A APPROVED FINISHED 3/4 SUPPLY LINE TO HEATER 7. SHOWER AND SHOWER STALL: ANSI Z124.2 1987 PF� CORP3. NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING, F100 8. STAINLESS STEEL FIXTURES: ANSI A112.19.3-1987. `7 C PAP BATH OR TOILET ROOMS. PROVIDE DOOR ON PANEL 3/4" HOT SUPPLY ACCESSIBLE 9. VITREOUS CHINA FIXTURES: ASME/ANSI A112.19.2M-1990, N LARGE ENOUGH TO REPLACE HEATER. DO NOT PLACE 3/4" COLD SUPPLY SHUT-OFF VALVE 10.TEMPERATURE AND PRESSURE RELIEF VALVE 150 PSI AT 210' F AGA CGA LISTED w ACCESS THRU CLOSET. SPACE FOR WATER HEATER ANSI Z21.22-86. OCT - 6 2003 > ii. SOLDER ASTM 8 2-93 SHALL BE PROVIDED IN PLANT. INSTALLATION SHALL BE FINISHED AI MIN. 72 ANTI-SCALD SHOWER CONTROL VALVE - ASSE/ANSI 1016-79 z PROTECTED FROM FREEZING. PAN FLOOR AIR GAP 13.SEAMLESS COPPER WATER TUBE TYPES K,L,&M - ASTM 888-88A o DRAIN TO NON- APPROVAL LIMITED TO 4. VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY HAZARDOUS 3"xl 1/2" I I FINISHED 14.PLASTIC LAVATORIES - ANSI Z124.3-86 pp��q�p + w w WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE REDUCE FLOOR 15.FLUXES - ASTM 8813-9t FACTORY I�t ?fie T PORTIONa m HEATING UNIT LOCATIO 3/4" INLET { C f•t' TYPICAL WATER HEATER INSTALLATION WHEN WATER PRESSURE RELIEF LINE HEATER IS NOT INSTALLED IN BASEMENT AT FINISHED FLOOR ,^ u r, r ` -DWV NOTES: STATE APPROVAL STAMP 1. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/8" PER FOOT FOR 3" DIA. PIPE, 1/8" PER FOOT FOR LARGER THAN 3" DIA., 1/4" PER FOOT FOR LESS THAN 3" DIA. PIPE. 3. WASTE LINES: INSTALL WYE W/ CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. V) TO 3" VENT -i TEE TEE TEE TEE 1/4 BEND 4. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, THRU ROOF EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EERY 3'-0" AT THE END OF Q TEE - - - - - - - - - BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION. 4" MINIMUM MAIN WASTE TO SEPTIC (BY BUILDER). w 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING. Z SAN-TEE PIPING SHALL BE FIRESTOPPED WHERE REQUIRED BY CODE o (DOUBLE SAN-TEE WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT PENETRATES & BE SUITABLE TO w WASHER PIPE MATERIAL C.M.R. 734 BOX WITH BACK-TO- KITCHEN SINK ir BACK FIXTURES - SAN-TEE z LAVATORY > > EXCEPT WATER 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN m (FIXTURE INSTAL- z x CLOSETS) I CONTINUOU TO ABOVE ROOF. SAN TEE-,", J z CATION ON VENT , � � i WASTE STACK LAVATORY P-TRAP 7. ALL TRAP AM MUST BE SUPPORTED WITH 3 a LAVATORY TAIL PIECE FOR (BACK-TO-BACK ARMS 4" MINIMUM BEARING. / 00 J m TT a INSTALLATION 4 4t- I OVER FLOW AND WAS 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0" WET VENT THRU ONE D.F.U. ONLY HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2" SHALL BE SUPPORTED AT 3'-0" a_TUB SHOWER P-TRAP P-TRAP��4 INTERVALS. VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0". ) WATER a STAND PIPE OR WHIRLPOO P-TRAP CLOSET _ SHOWER P-TRA__ _ 01 OPTION __ 9. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT N STUBBED BELOW FIRST FLOOR, THEN CAPPED & LABELED. BASEMENT ENT MAY BE DELETED ¢ rn FINISH - - - - WHEN CLOTHES WASHER IS ON FIRST OR SECOND FLOOR (REQUIRED IN MA AND NH). FLOOR SAN-TEE SAN-TEE 10.HORIZONTAL TO HORIZONTAL & VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION } 1/4 BEND 1 4 BEND m LONG TURN CLOSET FLANG / 1/4 BEND SHALL BE 45 DEGREE WYES, LONG SWEEP ELBOWS, LONG SWEEP TY'S, 6TH_, z TEE WYE & 1/4 BEND LONG SWEEP p-TRAP LONG SWEE P-TRAP LONG SWEEP BTH. OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL a a CHANGES IN DIRECTION & ON 3 INCH OR LARGER. o 0 1/4 BEND 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. a N N� LONG TURN 12. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM DOUBLE 1/4 BEND SEE NOTE 10 WYE WITH LONG TURN x VENT EXTENSION LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24" O a 1/4 BEND­, 1/8 BEND TEE WYEIII - m a LONG TURN 13.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE Q C9 TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING a m PIPE INCREASER M SAME SIZE AS TRAP. Uj m REDUCER (OCCURS wLU wo MIN 12" BELOW 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE F� HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS ROOF; 24" RI) THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. cn (SEE t- NOTES #10) 15.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO ENT SHALL BE: Y 1 1/2" PIPE = 3'-6"; 2" PIPE = 5'-0"; 3" PIPE = 6'-0" m 16. PLASTIC PIPING SHALL BE PROTECTED WITH 1/16" (15 GAUGE) STEEL PLATE WHEN PIPE R.A. OR P.E. APPROVAL STAMP F PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. a 17.DWV w PIPE S SIZED ACCORDING 18.NO EBACKTOBACKHORIIZ LOAD.HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) APPROVAL LIMITED TO {p DOUBLE FIXTUR DOUBLE WYE WYE WITH LONG TURN FITTING. ' p•\C i©QY BUILTQ _j IiCN FITTING WITH 1/8 BEN 1/8 BEND TEE WYE 19. MECHANICAL (AUTO) VENTS ARE DISAPPROVED. a ((�� O 20.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN OCT t1� N o cd 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE & NOT CONNECT INTO SECOND FLOOR co Z m 1/4 BEND DRAIN STACK. F (LONG SWEEP OR _ 21.PORTABLE WATER SYSTEM SHALL BE DISINFECTED BY SITE BY SITE BUILDER FOR NYS \\\\�, j1"'rl Z�Z�i° m 5 1/8 BEND SHORT SWEEP TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING \ CODE 902.71 AND LOCAL INSPECTOR. \\\\ ��A`H � Mq�, °°i° a m U) SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN COMPLIANCE WITH STATE CODES (SEE NOTES #10) 22.WHEN REQUIRED BY CODE A 3" VENT FOR RADON REDUCTION SYSTEM IS REQUIRED BY CODE `� RT y (APPENDIX F OF 1995 CABE CODE) AND THIS SHALL BE A SEPARATE VENT FROM THE HOUSE DWV SYSTEM. STEM• B� ti 23.AIR ADMITTANCE VALVES MAY BE USED AS AN OPTION IN ALL STATES EXECPT N.Y.S. AND M = No =31 A v 1 1/2" I -5p- Q• TUB OVERFLOW ENT 2" VENT 1 t/2" VENT �P Hq N�� tL�c.Q �`�Q �\ DRAIN � DRAI s SHOWERS��NA� Ct` `�9 cn 2" SHOWER TURN VANITY 1 1/2" DRAI 1 1/2" ........ a FINISHED LONG TURN 1/8 BEND DRAIN > TUB DRAIN FLOOR 2" SAN. TEE FINISHED DRAINS TO 2" FINISHED FLOOR SAN. TEE 2" TRAP THIRD PARTY APPROVAL STAMP FLOOR NON-HAZARDOUS 1 1/2^ FNISHED FLOOR LOCATION I TRAP w 1 1/2" TRAP FINISHED FLOOR WASHER/WATER HEATER PAN USED WHEN CRAWL 2" TRA TUB/SHOWER CLOTHES WASHER SPACE OR USED WHEN EITHER IS INSTALLED ON 2ND FLOOR SHOWER BATHROOM VANITY 3/4" DISHWASHER DRAIN AP COVED LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 1 1/2" VENT 3" MAIN VENT PFS CORP SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONS & W.C. VENT N TO COUNTER OR WALL 3" VENT w OR AIR GAP BRANCH VENTS a OCT — 6 2003 GARBAGE 12" MINIMUM DBL. AS REQUIRED > DISPOSAL 18"-24" REQUIRED FO MA) SINK DRAINS TSAN EE 2" VENT FOR-4TLr o 2"P2� AIR GAP FUTURE BASE- query Of DISH- SAN. TE /MENT FIXTURES APPROVAL Lea`ITED TO N WASHER - N r h&•V �, o AIR GAP SAN. i�"+^ m m 2" P-TRAP q � y '''s g ^� 0R �� FINISHED DISHWASHER TEE � �"n`�-'�L".0 9Y e,Jz,i3�..9 Y��"ptly��®il`+<7 s�i� m FITTING FL002" DRAIN LINE FINISHED WYE-BRANCH RAP 1 FLOOR FITTING Gi u f KITCHEN SINK/DISHWASHER/DISPOSAL ENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS & MAIN VENT ' a a � STATE APPROVAL STAMP 2x4 EXTERIOR WALL: R ® INSUL. R ®FRAMED EXPOSED ROOF/CEILING: (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA R ®REAUL. R 0 RA ED INSIDE AIR FILM 0.68 0.68 R-30 9" V) 1/2" GYP. BD. 1/2" GYP. BD. 0.45 0.45 F.G. INSUL. INSIDE AIR FILM 0.61 0.61 W R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 OUTSIDE AIR FILM 0.61 0.6t J INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 (1) LAYER 1/2" GYP, BD. 0.45 0.45 4" VINYL SIDING 7/16" RATED SHEATHING 0.57 0.57 (1) LAYER (1) LAYER R-30 F.G. INSUL.30.00 18.33 VINYL SIDING O.OD 0.00 2x4 FRAMING 16" O.C. 0.00 4.37 7/16" RATED 1/2" GYP. OUTSIDE AIR FILM 0.17 0.17 R' VALUE 31.67 24.37 SHEATHING "R" VALUE 14.87 6.25 2x4 BOTTOM Lij 2x4 STUD ® CHORD 16" O.C. (.031-.90)+(.041*.10) OVER ALL "U" = 0.032 16" O.C. (.067*.90)+(.166•.10) OVER ALL "U" = 0.077 OVER ALL "R" = 31.25 (, z OVER ALL "R" = 14.00 O N S W 2x4 EXTERIOR WALL: WITH T-1-11 R CAA INSUL. R ®FRAMED O (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA EXPOSED ROOF/CEILING: _ R ® INSUL. R ®FRAMED N INSIDE AIR FILM 0.68 0.68 AREA AREA ~ w z 1/2" GYP. BD. 1/2" GYP. BD. 0.45 0.45 R-38 12" Q F.G. INSUL. INSIDE AIR FILM 0.61 0.61 --� R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 � INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 OUTSIDE AIR FILM 0.61 0.61 5 5/8' T-1-11 5/8" T-1-11 0.77 0.77 (1) LAYER 1/2" GYP. BD. 0.45 0.45 o VINYL SIDING 0.00 0.00 (1) LAYER (2) LAYER R-19 F.G. INS. 38.00 26.91 2x4 FRAMING 16" O.C. 0.00 4.37 z °' 2x4 STUD ® OUTSIDE AIR FILM 0.17 0.17 1/2" GYP. R" VALUE 39.67 32.95 N 16" O.C. "R'" VALUE 15.07 6.45 2x4 BOTTOM (.066*.90)+(.155".10) OVER ALL "U" = 0.075 CHORD 16" O.C. (.025•.90)+(.030-.10) OVER ALL "U" = 0.025 0 OVER ALL "R" = 13.33 OVER ALL "R" = 40.00 y m � z Z J 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: o 0 (NOT APPLICABLE TO PART 5 OF N.Y_S.E.C.C.C. R ® INSUL. R ®FRAMED FLOOR (R-19 INSULATION): W/ ELECTRIC HEAT) AREA AREA w�v 19/32" RATED R ® INSUL. R ®FRAMED N 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 SHEATHING AREA AREA X OQ 7/16" RATED i/2" GYP. BD. 0.45 0.45 m a SHEATHING R-13 F.G. INSUL. 13.00 0.00 INSIDE AIR FILM 0.92 0.92 O C5 R-13 F.G. 2x4 FRAMING 16" O.C. 0.00 4.38 19/32" RATED SHEATHING 0.82 0.82 a� INSUL.. 7/16" RATED SHEATHING 0.57 0.57 R-19 F.G. INSUL. 19.00 0.00 H CO 4" VINYL SIDING 3/4" POLYSTYRENE 4.00 4.00 R-19 F.G. 2x8 FRAMING 16" O.C. 0.00 7.81 w 3/4" POLY- VINYL SIDING 0.00 0.00 INSUL. OUTSIDE AIR FILM 0.92 0.92 o STYRENE OUTSIDE AIR FILM 0.17 0.17 2x10 JOIST "R" VALUE 21.66 10.47 rn 2x4 STUD ® "R" VALUE 18.87 10.25 16" O.C. 16" O.C. (.0349-.90)+(.0852'.10) OVER ALL "U" = 0.051 (.051i.90)+(.092•.10) OVER ALL "U" = 0.056 OVER ALL "R" = 19.61 a OVER ALL "R" = 18.01 R.A. OR P.E. APPROVAL STAMP 2x6 EXTERIOR WALL: R ® INSUL. R ®FRAMED FLOOR (R-30): AREA AREA I R ® INSUL. R ® FRAMED APPROVAL LIMITED TO 1/2" GYP. j INSIDE AIR FILM 0.68 0.66 AREA AREA 7/16" RATE1/2" GYP. BD. 0.45 0.45 19/32" RATED FACTORY BUILT PORTION � SHEATHINGR-19 F.G. INSUL. 19.00 0.00 SHEATHING INSIDE AIR FILM 0.92 0.92 p z R-19 F.G. 2x6 FRAMING 16" O.C. 0.00 7.14 19 32' RATED SHEATHING 0.82 0.82 / R-26 F.G. INSUL 30.00 0.00 INSUL. 7 16" RATED SHEATHING 0.00 0.00 OCT �, 2 3 N Z Lu VINYL SIDING 0.00 0.00 2x10 FRAMING 16" O.C. D.00 9.09 LL 4" VINYLu L SIOUTSIDE AIR FILM 0.17 0.17 OUTSIDE AIR FILM 0.92 0.92 `��161111f11 ///// of 5 } 2x6 STUD "R" VALUE 20.87 9.01 R-30 F.G. "R" VALUE 32.66 11.75 `����� tTH 0 A '�•,,�� G. m N 16" O.C. v � c ' i Q (.048•.90)+(.103•.10) OVER ALL "U" = 19.68 2x10LJOIST (.0306'.90)+(.0852'.10) OVER ALL "U" = 0.036 �` 9r �1 o Rr y OVER ALL "R" = 19.68 16" O.C. OVER ALL "R" = 27J3 -Z,� A = c� STENSP G ; = 2x6 EXTERIOR WALL: WITH T-1-11 R ® INSUL R ® FRAMED No. 131 N AREA AREA NOTES: Pv 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 ION WITH 1. IF ELECTRIC HEAT IS INSTALLED: 2x6 EXTERIOR WALL CONSTRUCTION FOAM SHEATHING A9O J� /J�� AND R-24 FLOOR INSULATION MUST BE USED TO COMPLY WITH PART 5 OF N.Y.S.E.C.C.C. i R-13 F.G. 1/2" GYP. BD. 0.45 0.45 s, S' \ �� INSUL R-19 F.G. INSUL. 19.00 0.00 's'' 2x6 FRAMING 16" O.C. 0.00 7.14 2. PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AS AN EXECPTION a It 5/8" T-1-11 0.77 0.00 VINYL SIDING 0.00 0.00 3. FOR INDIVIDUAL HOMES PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AND CALCULATIONS 5/8" T-1-11 OUTSIDE AIR FILM 0.17 0.17 WILL BE PROVIDED TO THE LOCAL BUILDING OFFICAL. 2x6 STUD R" VALUE 21.07 8.44 THIRD PARTY APPROVAL STAMP 16" O.C. 4. ALL HOMES MUST COMPLY WITHAPPLICABLE ENERGY CODES (MEC V FOR MA, NH AND VT) z (.048*.90)+(.118•.10) OVER ALL "U" = 0.050 J OVER ALL "R" = 19.81 c� 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: APPROVED��� �� I R @ INSUL. R @ FRAMED PP AREA AREA OCT - 6 2003 W 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 7/16" RATED 1/2" GYP. BD. 0.45 0.45 SHEATHING R-19 F.G. INSUL. 19.00 0.00 z INSUL.. F.G. 2x6 FRAMING 16" O.C. 0,57 7.14 APPROVAL L@9TSl;TC®T® o INSUL. 7/16" RATED SHEATHING 4.00 4.00 FACTORY S� 'l PORTION 57 4" VINYL SIDING 3/4" POLYSTYRENE 4.00 4.00 1 3/4" POLY- VINYL SIDING 0.00 0.00 �_ m STYRENE OUTSIDE AIR FILM 017 0.17 ( - 2x6 STUD ® "R" VALUE 24.87 13.01 16" O.C. (.039'.90)+(.073•.10) OVER ALL "U" = 0.042 w OVER ALL "R" = 23.68 a e� a ----------------- Permit Number ----------------- REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3 .5 Release lb Data filename: M :\MECCHECK\13019.rck TITLE : ON-13019 CITY : Hyannis STATE : Massachusetts HDD : 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE : 09/29/03 DATE OF PLANS : 9/29/03 PROJECT INFORMATION : MOULTON REAL ESTAE AND CONSTRUCTION COMPANY INFORMATION : PROFESSIONAL BUILDING SYSTEMS COMPLIANCE : Passes -„ Maximum UA = 225 �p�a spy'%ter Ox Your Home UA = 203 3�'z c, �� = —+ Xo > 9.8% Better Than Code (UA) b = __ c,-- w m Gross Glazing -0 y Area or Cavity Cont. or Door F9 �� `��. O d S113 �_ Perimeter R-Value R-Value U-Factor 50 Ceiling 1 : Flat Ceiling or Scissor Truss Z 1155 38 .0 0.0 Wall 1 : Wood Frame, 16" o.c. 1 1 12 19.0 0.0 Window 1 : Vinyl Frame:Double Pane with Low-E 88 0.370 Door 1 : Solid 20 0.280 Door 2: Solid 22 0. 160 Door 3 : Glass 40 0.360 Floor I : All-W ood Joist/Truss:Over Unconditioned Space 1 155 19 .0 0.0 COMPLIANCE STATEMENT : The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 3 .5 Release lb (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, The—l�ige� or this building, and the cooling load if appropriate, has been determined using the apple le Standa d Design Conditions found in the Code. The HVAC equipment selected to heat or cool the 182ding shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and A. �o M -o> Bul /Dig.Q Date PAGE:. ' LUBF�ION: DRAWING: D PROFESSIONALMECCHECK _ p 72 EAST MARKET STREET-P.O.BOX 219 1 7 P BUILDING MIDDLEBURG,PA 17842 DRAWN SY: DATE: SCALE: REVISIONS: / B S BUILDER: VARIES CLIENT: VARIES SYSTEMS,INC. , m m m m m m m mmm�a, ® & 3n@@@ n q 0 $ € ; aba " n � a : €€ {{ RF 444r53 T RY�YYYYYYYYYYYYY�YYYY§tF„FF�aFF- TM Y NZ � =! at<k< A A8 t;-m Ale W C RC _ S � Rd � eS C SZ �i N w w w i"vi S c x s F, E Z GSR Yag6K�� =m't �$ Y wwxmaG � u -e iu u4wwwa� :zaGw aY c z • k N 9t $;$ $$$. 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LM 9/29/03 /16"=1'—Om m D r O r✓7 n D r C r D z D �7 71 t7 ED z m b D n a 3 C —I m N m tjFri z j j F7 / iL7 I I I`\ D I I � I I I i m � I I I I I I I I V/ m� � I 'I TnT O'V m D —I m t7 bU _td. ----II ——— V) F 4: I II I D I II I z t7 z D n n t) z 2cdr��a�lc��r gr*i�AA n I CC)200 pwc2 33 rA Zrr OO�CR� I O £Df £rz0tj�N mDf t7d IIIIIII V> V)a MI-�-i Ll ILL--- --i m D II II II II ? II II II II D it II II 2 n v A UI 0 WNW II II �INp(U'.Ow co p�O W ?mfU Ln vUlaC ho l l' W R1 aN� n w ' c R) fU p Cn I o �v z CO D z C r O L I I I I -0 v++uuI111►r��� 0-0 1-0 a c co ti coe yijCATA A� m Sll� A 50 w, PAGE DATE: DRAWN BY: STATUS 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CONJ SENTEIO 9/25/03 ALA FINAL CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B S PHONE: (570) 837-1424 ORDER NO. SERIAL NO. FILE NO, SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL I P13019C120> s _F F \^ •^vim I✓ I ajo alb cHY, TOP FNDN. = 33.3' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) O ACCESS COVER WATERTIGHT TO PROP. INSPECTION PORT, ENGINEER: AH OJALA, PE (WATERTIGHT) WITHIN 6" OF FIN. GRADE WITHIN 6" OF FIN. GRADE CHECKERBERR'f 32.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTF-N WITNESS: SAM WHITE, RS _ 31 .0' DATE 10/9/03 LOCUS RUN PIPE LEVEL 2" DOUBLE WASHED PEASTC E PRINCES PINE 30.3' FOR FIRST 2' / PERC. RATE = < 2 MIN/INCH PROPOSED 1500 �r 3' MAX. GALLON SEPTIC 29 75 rl CLASS I SOILS P# FERNfl�E 30.0' TANK (H- 10 ) 29.83' AS BAFFLE _ 29.5' �� 129�.33' OC� CI � = C• C7C7 ( 21N% SLOPE) �6" CRUSHED STONE OR MECHANICAL o 29.0 p r Cl a 4' AROUND COMPACTION. (15.221 [21) 5� � a O � � a � ] � DEPTH OF FLOW 4' (2.5 MIN 0�5`� 2' [] C _ 0 27.0' 0" �' ELEV. 0 Q 30.7' WEST "N ST. 7. SLOPE) ( % SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE Wl-�-'7`=D STONE 0&A 0&A INLET DEPTH = 10' LS LS OUTLET DEPTH = 14" 3" IOYR 2 1 3" 1OYR 2 1 LOCATION MAP NO SCALE B B FOUNDATION- 14' SEPTIC TANK 10' D' BOX 10' k--HING LS LS ASSESSORS MAP 290 PARCEL 15-2 r ,iLITY 20" 10YR 5/6 30.83' 20" 10YR 5/6 29 03' CURRENT ZONING DISTRICT: RB 6.3' SETBACKS: FRONT = 20' C C SIDE = 10' PERC REAR = 10' MCS AND MCS AND FLOOD ZONE: C 20.7' GRAVEL GRAVEL PLAN REF: BK 495 PG 28 AS PER RECORDED PLAN: + 29.6 10YR 6/6 10YR 6/6 - ACCESS TO LOT 4 SHALL BE VIA BENCH MARK - CENTER OF EASEMENT B. _ LESS C.BASIN ELEVATION = 29.1 EMENT B o729.4 / \I --- + NSOHALL BEH RETAINED OIN TS�NATURAL EAS STATE + - NO MORE THAN 50% OF UPLAND AREA SHALL BE MADE IMPERVIOUS BY THE W + 3 120" L2 g' 120" 20.7' INSTALLATION OF BUILDINGS, STRUCTURES AND PAVED SURFACES 29.5 +a2' NO WATER ENCOUNTERED 29.8,} � �� r NOTES_ 1 9.9 S-7PTIC DESIGN: (GARBAGE 71SPOSER IS �1 IAjEh ) APPROY N'Vr \-� __�OZ nnTl It Ir + 32.6 �► 01. A FL J'v . _3 BE:DRO-: !:, 110 C-PD -`30 GPD (-- ) " - AVAILABLE + 26.7 USE A 330 GPD DESIGN FI-OVV 2. MUNICIPAL WATER IS 11 Q �- 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1 9.7 Y 132 + 27,E SEPTIC TANK: 330 GPD (�) = E�0 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 1 + 5 ' MM` + - %\1 II PROP. USE A 15011 GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. A EA TO RE AIN 1 1 1 1 n DWELL. 4 % / / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 3 6 1 I J /YN NATURAL i LEACHING: 1 2 "\ Ls TF 33.3' + 0.2 / STATE ( NIMUM SIDES: 2(25 + 12.83) 2 (.74) = 11 7. THIS PLAME S FOR NTAL OPROPOSED DE TITLE VWORK ONLY AND NOT TO BE 1 USED FOR LOT LINE STAKING. - 25 x 12.8� 74 1 �, .SQL I PROP i � � � / BOTTOM: (' � = 237 1 TH1 IDECK / 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1► 0 32.6 - -� ' / TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1 `ti(O 23.1 USE Ii�500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ►-C 1 N j � / FROM BOARD OF HEALTH. T y 1`� 0.2 _ '31.0 / ?� / , EQUAL W! N 4 STONE ALL AROUND 10. WETLAND FLAGGED BY AM WILSON ASSOCIATES 1 8. RE E !� %�' 2� f 23.3 1 LEGEND TH 2 �- + 29. ; ,, TITLE 5 SITE PLAN CIO � �� � � 100.0 PROPOSED SPOT ELEVATION _ LOT 4 22.5 y 1 + 2 .e 38,189t SO. FT. 30 _ �' / . 79 /��/ �y I 100x0 EXISTING SPOT ELEVATION OF # 376 PITCHERS WAY -{ + 2 IN THE TOWN OF: DROPOSED CONTOUR, L=9.41' , 29a ,y ;21-3 100 EXISTING CONTOUR ( HYANNIS) BARN STABLE R=380.00 PREPARED FOR: JOHN FALACCI 'tip 21.3 BOARD OF HEALTH 30 0 30 60 90 MA APPROVED DATE 21.0 SCALE: 1 " = 30' DATE: OCTOBER 22, 2003 REV. 1 1/4/03 (26R - 36R) off 508-362-4541 fax 545 362-9wo I down cape engineering, inC, I OF Of CT_VIL ENGINEERS oz� ARNE LAND SURVEYORS � H �, � ARNEH, �G 8 OJALA 71 OJALA -0 NO.26348 - VIL E 939 main st, yarmouth, mo. 02675 90 �Fc E ��y� 2 � -03 03-267 OJAL \ , t,E DATE