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��O��UFFOt�CaG Town of Southold 8/29/2016 0 P.O.Box 1179 53095 Main Rd �y,�y©! �54 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38445 Date: 8/29/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 805 West Rd, Cutchogue SCTM#: 473889 See/Block/Lot: 110.-74 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2014 pursuant to which Building Permit No. 39390 dated 11/26/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with roof mounted solar panels unfinished basement covered screened porch, trellis covered porch, covered porch attached two car garage and stone patio as applied for per ZBA#6774 dated 9/4/14. The certificate is issued to Kofinas Alex 2011 GST Ex Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0076 02/05/2016 ELECTRICAL CERTIFICATE NO. 39390 Jan 13 & 14, 2016 PLUMBERS CERTIFICATION DATED 02/10/2016 Jack Gismondi Autho ed Signature rr.-z=- ����S1�GPOl,fcp- ., Town of Southold 8/29/2016 P.O.Box 1179 0 a' 53095 Main Rd �'1.fj�1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38446 Date: 8/29/2016 THIS CERTIFIES that the building POOL HOUSE Location of Property: 805 West Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2014 pursuant to which Building Permit No. 39390 dated 11/26/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory_,pool house with attached pergola as applied for per ZBA#6774, dated 9/4/2014. The certificate is issued to Kofinas Alex 2011 GST Ex Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0076 02/05/2016 ELECTRICAL CERTIFICATE NO. 39390 1/13/2016 PLUMBERS CERTIFICATION DATED 02/10/2016 Jack Gismondi Autho ' d Signatu FF04e. . Town of Southold 8/29/2016 Q Gym P.O.Box 1179 o - * 53095 Main Rd 1' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38468 Date: 8/29/2016 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 805 West Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110:-7-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2014 pursuant to which Building Permit No. 39390 dated 11/26/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in ground swimming pool with fence to code as applied for per ZBA#6774, dated 9/4/2014. The certificate is issued to Kofinas Alex 2011 GST Ex Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39390 8/9/2016 PLUMBERS CERTIFICATION DATED AiftWrized Si re TOWN OF SOUTHOLD BUILDING DEPARTMENT y � TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39390 Date: 11/26/2014 Permission is hereby granted to: Kofinas Alex 2011 GST Ex Trt 86 Abbey Rd Manhasset, NY 11030 To: Demolition of an existing single family dwelling and construction of a new single family dwelling, in-ground swimming pool, and poolhouse as applied for per SCHD, DEC, Trustees, and ZBA. 3 COs required. At premises located at: 805 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.4-4 Pursuant to application dated 11/10/2014 and approved by the Building Inspector. To expire on 5/27/2016. Fees: DEMOLITION $719.20 IN-GROUND SWIMMING POOL $250.00 ACCESSORY $164.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,976.80 COtdi4g DW G $50.00 CO G OOL $50.00 secto TOWN OF SOUTHOLD �gUFFD��C� �V � BUILDING DEPARTMENT cin TOWN CLERK'S OFFICE SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39390 Date: 11/26/2014 Permission is hereby granted to: Kofinas Alex 2011 GST Ex Trt 86 Abbey Rd Manhasset, NY 11030 To: Demolition of an existing single family dwelling and construction of a new single family dwelling, in-ground swimming pool, and poolhouse as applied for per SCHD, DEC, Trustees, and ZBA. 3 COs required. At premises located at: 805 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-7-4 Pursuant to application dated 11/10/2014 and approved by the Building Inspector. To expire on 5/27/2016. Fees: CO -ACCESSORY BUILDING $50.00 Total: $5,260.80 XBuild/ing Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: ""O��ld��or Pre-existing Building: (check one) Location of Property: s� v0�-_j 4A+Ch D e House No. I / Street Ha e Owner or Owners of Property: n 6��( I` �j/1Q S Suffolk County Tax Map No 1000, Section Q Block _7 Lot Subdivision Filed Map. Lot: Permit No. 3939() Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SOV Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A ® roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 ®l�C®UNT 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kofinas Address: 805 West Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39390 Section: 110 Block: 7 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric Inc. License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X list Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 106 Ceiling Fixtures 45 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 28 Wall Fixtures 9 Smoke Detectors Main Panel 2-200 A/C Condenser 3 Single Recpt Recessed Fixtures 110 CO Detectors Sub Panel A/C Blower 3 Range Recpt 40A Fluorescent Fixture Pumps Transformer AppliancesM90 Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 2-200 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 19- Arc Fault Circuit Breakers, 3- GFCI- Circuit Breakers, 1- Hydro Massage Tub, 108-Low Voltage Yard Lights. Notes- Includes-Pool House Inspector Signature: Date: January 13, 2016 Electrical 81 Compliance Form(1).xis SO!/T�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G O roger.riche rt(a--)town.southo Id.nV.us Southold,NY 11971-0959 ®lac®UNT1,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kofinas Address: 805 West Road City- Cutchogue St: New York Zip: 11935 Building Permit#: 40366&39390 Section: 110 Block: 7 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: NY Sound Solutions LLC License No: 53041-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: BP# 40366 - 48 KW Stand By Generator with 400A Auto Transfer Switch. BP#39390-11 1 KW Roof Mounted Photovoltaic System to Include 19-LG 300W,and 20-LG 270W Panels, Notes: with 39-Enphase M250 Micro Inverters Inspector Signature: Date: January 14, 2016 Electrical 81 Compliance Form As pF SO!/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.riche rt(.5-town.southold.ny.us Southold,NY 11971-0959 C®UK +� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kofinas Address: 805 West Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39390 Section: 110 Block: 7 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wild Wood Electric Inc. License No: 4836-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 2 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other equipment: Inground Swimming Pool to Include; Bonding, Control Panel, Chlorine Generator, 1-Gas Pool Heater,5-GFCI Circuit Breakers,Pool Lights, Pool Cover Motor. Notes: Inspector Signature: Date: August 9, 2016 OOElectncal 81 Compliance Form.xls pF SQU� . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � 5 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD FEB . , Y IL -- _ 3 ___--�._ I i� CERTIFICATION Date: j Building Permit No. q J?q 0 Owner:_ 1)(61.4 J ?� D tfA Gr (Please print) T77- Plumben.:::�-a6(' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 KP Eve L.GATZ-SCHWAMj NOTARY PUBLIC,STATE OF N Registration No.OLGA62 Qualified in Suffolk Co Commission Expires Dec.2 Notary Public, County 1?3 OF SO(/T TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION� , [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ , ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 C L) ,�J 14-41 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING ,DEPT: 765-1802 "SPECTION , [ IF NDATION IST [ ] ROUGH- PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` INSPECTOR °F so�ryolo CommN� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION` - FO DATION 1 ST [ ] ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMINSTRAPPING ] FINAL [ ] FIREPLAC NEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rr DATE v ( —r—INSPECTOR O�aOF SO!/T��l - v_ � o c0UNT1,� TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPECTON [ ] FOUNDATION IST [ OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE. INSPECTOR 3 -73 qF SO(/T�,olo - cOUNi`l,N TOWN OF. SOUTHOLD BUILDING DEPT. 765.1802 INSPEC'T N [ ] FOU ATION 1 ST [ ROUGH PLUMBING [ IF NDATION 2ND [ ] INSULATION [ / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `3 O C INSPECTOR -� pf SO(/j�ol o�yCOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRER ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: `4 �.wo /a, DATE INSPECTOR OF SOUryolo TOWN OF, SOUTHOLD BUILDING--DEPT.. 765.1802 INSPECTON ' [ ] FOUNDATION IST [ ] OUCH PLUMBING [ ] FOUNDATION 2ND [ ],,INSULATION [ ] -FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� S INSPECTOR 3 - -3 �o��Of SOUry�lo - eo T N OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION ] UNDATION- 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a _ t L,e 1 1 ( " DATE INSPECTOR 0 rsf s 0 3?, 10 co TOWN OF, SOUTHOLD BUILDING,DEPT. 765-1802 _NSPECTION- IF HDATION IST ] ROUGH PLUMBING 0 j OUNDATIO 2ND INSULATION M I E T ]/FRAMING / TRAPPING FINAL Y FIREPLACE IMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: - - DATE INSPECTOR l o��pf SOUryo! � o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE7]] ROUGH WN [ ] FOU ATIONAST [ PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL r [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRICTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR hO�'OF SOUTyolo " �Iy�OUM`1,Nc� TOWN OP-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM S: Rag DATE l INSPECTOR so 7 , * * eo TOWN OF SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION-. ] FOUNDATION IST ROUG LUMBING U FOUNDATION 2ND I ULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) r CODE VIOLATION CAULKING REMARKS: ' CD Ac`6;�f– Zb 12 DATE - —INSPECTOR— SO(/j�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: L-ice — DATE INSPECTO RE HITECT MARKWARTZ&ASSOCIATES 28495 \lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 wwwtmksarchitcct.com August 16 2016 D AUG 1 6 2016 Southold Town Building Department I;Mm]NG DEPT- P.O. Box 1179 Main Road TOWN OF SOMOLD Southold,New York 11971 Re: Kofinas property 805 West Road Cutchogue,NY Permit#39390 To Whom This May Concern: I have been on site during construction and reviewed portions of the project. The re-bar for the pool house foundation and metal decking have been completed as per plans. I hereby certify,to the best of my knowledge,this work has been completed and meets or exceeds Town and NYS code'requirements. Please call this office if you have any questions or require additional information. Very truly yours, f ''! c, ` 0� Nati r,. Mark Schwartz IA Member American Institute nf Archntecture RHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com August 23,2016 DD Southold Town Building Department AUG 2 6 2016 P.O. Box 1179 Main Road Southold,New York 11971 BUILDING DEPT. TOWN OF SOUTHOLD Re: ' Kofinas property 805 West Road Cutchogue,NY Permit#39390 To Whom This May Concern: I have been on site during construction and have been on site again recently to review the pool and pool house. The pool and pool house have been completed as per plans. I hereby certify,to the best of my knowledge,this work meets or exceeds Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, s006 Mark Schwartz AIA Member Arncrican insLitute of Architecture • 1•• • � !�l_ _� E f, �... II<t'I'i�i71 I I .a_.l1��._.Y.� — i Mai MINA V PF ROUGH . „ PLUAMING LIMA or m mmme 1 ENERGYSTATE • , V" l' ate,.;,,,,, st IMM �' � l ' � 1 1 • • 1 1 � •4 - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 C� Survey South oldTown.NorthFork.net PERMIT NO. C Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 t� Storm-Water Assessment Form 2 Contact: Approved ,20 Mail to: ��' Disapproved a/c f41 f Phone: /-?27.ZZO-6 Expirto7 i 2 (� Building Inspector 2014 A PLICATION FOR BUILDING PERMIT BLDG DEPT OF SOU TODate /li4y /� , 20/4 L________._• U�'l TFIOLD ` ' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12,ni'onths after the date of issuance or has not been completed within 1.8 months'from such date. If no zoning amendments or other regulations affecting the property have been enacted in thenterim,the Building'Irispeetor may authorize,'in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 3z/ /yO.!in?�Ak'I A'P/ (Mailing address ss of applicant) T State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 4Lz�!l�+,{//� � aitl,� G�D,PI� if ��,r s' 1-:nwn , !g (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 2V 2 Electricians License No. ;6?p Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /,L Block (f]' ,', '' Lot 4 Subdivision Filed Map No. ;,;;, , .,,Lot TOZ'.G ljdb se.ildxa uolsslwu�oo unob�JojinS u!1:Mano 05098 WS LO'oN )Vo,k maN 10®lelS'oggnd tie o luuoilddV Jo aanjuu2ls orl �d�Cat?�oN JO X-e �oz Jp sire ow aaoJaq ol uaomS g�imaaarl�pain uopPoilddu agj ui g:Ioj las aauueul agj ui powjq jaad aq Ilim)Iaom all jaul pup 'jailaq pus afpolmoux siu.Io lsoq age of anal axe uoiluoildde sills ul pouraluoo sluoluaiu s IIu 1ugi uoilddu sills olg pine axeul of pine xaom pies agj pauuoJaad aneg io waoJaad of paziioglnu Xjnp si pup `saaumo io aaumo pies Jo (ola `aaogJO ojviodioD `jua2V`aojopajuo3) /U-7OLP sl aH(S) `pault?u anoge (jo-ei uoo gulu2is Junpinipui Jo aMl) lueolldde all si aq(s)I-all sAs pine sasodap `uaoms Xinp.Wulaq F770 30 AJ N OD :SS (}NOA MgM 30 91VJJS 'Ad0D d HCRAO'dd `SgA Al ON Sgt * LXjjadoad sigl of loodsaa gJIm suolJataIsa.z pun sjueuanoo XULI atauj QIV •SI 'XOAans uo ujup lnoigdu.J?odoj apinoad Isnul `moloq ao laaj 01 ju si Xpodoad uo julod XUiP ILI UOIILInala JI 'L I scull Xpodoad of soomisip pup ueld uoijupunol aleanoa, gjIm `oleos 01`Xanans apinoad '91 'aaHifibma gg kvW S.LImad 3'g•Q `Sg k Al ONX-SEIk * zpuullom lepil e jo laai 00£ ulgllm Xvc)doid sial sI •q Qg2IIfl�g2i gg AVW S LIMgd 'D'g'Q W Sgg.LSf12IJ,NMOL Q'IOHLflOS `SER Al ONX—SaA* auellam aajumgsaaJ v.10 put?ITam IBpil u jo 133l 001 ululim Xpadoad sigh sI -r S I -ON 3uogdZ6 J9 ssaappv aojoeajuoO Jo QUJL I jqo0j,ft - / ON ouog €R6 O 9bSsaappV JoajIgoadlo awem 'ON auogd O ssaappV saslulaad jo aaumO jo sotuu I •pT ON X SgA Lsaslulaad uzoal panowaa oq llg ssooxo IIIM ON-KSg,T,Lpopui2-aa aq Ipi IIIM '£I ON x SgA Luoijuln2aa ao oomulpao `noel 2uluoz Niue aJUloin uoilonalsuoo posodoad sooQ •ZI pajenjis on sosiwaad goigm ui jolalsip asn ao ouoZ -I I loumO aauzao jjO ault?l\I osegoandJO 31BQ '0I ( �z�'.�8, g�daQ anaZl D �uoa3 :}ol Io azlS •6 Z salaolS}o aagwnN fj N519H r Tdocl auoaI :uoilonaisuoo mou aallualo suolsuowiC[ •S !z � �. 3(.1411 salaolS Io aagwnN lg5laH uldaa T-7" luoi j :suolllppe ao suolleaalle u}Inn ainlonils awes Io suolsuawla salaolS jo aagwnN lu6iaH 9 gldaQ at?ag woad :fuujj `saan;onals 2uijstxa jo suoisuaullQ L asnlo odXj gouojo luaixo pine aanluu Toads `Xoundn000 poxiul ao luloaauwloo `ssouisnq*jl -9 saeo jo aagwnu 'abeae6 dl cool goea uo.spun 2uillomp Io aagwnM W �Wo sllun 2uillomp jo aagwnu `fuillamp jI S (uoilvolldde sill Ouilg uo p!ud aF.,(?L) 41413 jso pa}euzl�sg 'ti (uoI diaosaQ) ��f� � �y - aoM nigjo uopjjouraQ IUnoulQX llucloZl uoljpaajjv uolIIPPV moK:(algeoildde goignn xoago)Niom jo aanjuX £ Xouudn000 pup asn popuoTul •q 1, Xouudn000 pine asn 2upsixg -u :uoilonaisuoo posodoad jo Xout?dn000 puL,asn papualul pie sosiu.Iaadlo Xouedn000 puu asn 2utlsixo aIt'iS Z BOARD 6F SOUTHOI D TOWN TRUSTEES'`' #''Io r�bci -- SOUTHOLD,NEW YORK PERMIT NO. 8502 j =,-DATE: SEPTEMBER 1741014 ISSUED TO: ALEX KO" ' " -20ft GST EXEMPTION TRUST C/O ALEX " KOFINAS,-AS.TRUSTEE . PROPERTY ADDRESS: 805 WEST ROAD,CUTCHOGUE SCTM# 110-7-4' lie 01;Icr.AUTHORI_ZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southoid and in' accordance with the Resolution of the Board of Trustees�adopted at the meeting held on,Se�tember V.2014, _ 'I I{ k 9[11 Mlt � - and in consideration of application fee in the sum of$2'5££.00 paid by Elem&Alexander I ofnas I subject'to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees'au lioiizes and permits the following: o Wetland Permit to remove existing septic system and demolish existing dwelling with attached garage,;walkways,,patio,and foundation;construct,newrtwo-story 2,421.7sq.ft.dwellingwithla1614.2sq.ft screened;.porch;a 162.3sq.ft.,•north,porch;;a 1,937.4sg:ft.,raised,.patio;with.peroLla;,Sa 1,03#sg.fti swimming pool;a 168.8sq.ft.,cabal,a;_the,ins&'ilationhof.aArywell system;install 5'wide concrete �Istti .�.,ut�� walkwa sand-steps;construct,2-tiered lon wood retainin walls each 67' in len th•add sand fill and j 7. vegetate with rosa rugosa and Cape Ann beach grass;with the condition of the continuation of the 10' wide,non-turf buffer to,the west side of the; ro ert the removal of the existin cabana/stora a area and , deck over bluff;and the installation of staked hay bales and silt fencing,prior.-to and,during,construction; = an qs de acted on-the site,play prepared b Mark,Schwartz Architect .received,on October.2 ,2014 and fir„ . P P P, ,P, Y > stamp approved on October 3,2014; and as also depicted on the project plan prepared by Michael ' Kimack,last dated July 23,2014 and stamp approved on October 3,2014. r•` IC IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, + and these presents to be subscribed by a majority of the said Board of this date. 0000r ' ~ y i. ' OCT 2 4 2014 it �pF SOUP John M.Bredemeyer III,President �� ��l Town Hall Annex Michael J. Domino,Vice-President 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Kru ski G _ _p_ _ .c` ® �� Telephone(631) 765-1892 Charles J.Sanders; �lif' Fax(631) 765-6641 ;i! 10®UNTY,� FEB BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1201C Date: February 4,2016 THIS CERTIFIES that the removal of existing septic system and demolish existing dwelling with attached garage,walkways,patio,and foundation, construct new two-story 2,421.7 sq. ft. dwelling with a 614.2 sq. ft. screened porch, a 162.3 sq. ft. north porch, a 1,937.4 sq. ft.raised patio with pergola,• a 1,034 sq.ft. swimming pool; a 168.8'sq. ft.cabana,the installation of a da3yell system; install 5' wide concrete walkways and steps; construct 2-tiered long wood retaining walls, each 67' in length, add sand fill and vegetate with rosa rugosa and Cape Ann beach grass,• with the condition of the continuation of the 10' wide non-turf buffer to the west side of the property;the removal of the existing cabana/storage and deck over bluff, At 805 West Road, Cutchogue Suffolk County Tax Map#1000-110-7-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 14,2014 pursuant to which Trustees Wetland Permit#8502 Dated September 17,2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing septic system and demolish existing dwelling with attached garage walkways patio and foundation; construct new two-story 2,421.7 sq ft dwelling with a 614.2 sq ft screened porch,• a 162.3 sq ft north porch; a 1,937.4 sq ft raised patio with pergola; a 1,034 sq ft swimmingpool• a 168.8 sa ft cabana,• the installation of a drywell system; install 5' wide concrete walkways and stens• construct 2-tiered long wood retaining walls each 67' in F length; add sand fill and vegetate with rosa rugosa and Cape Ann beach grass; with the condition of the continuation of the 10' wide non-turf buffer to the west side of the property, the removal of the existing cabana/storage area and deck over bluff. The certificate is issued to ALEX KOFINAS 2011 GST EXEMPTION TRUST c/o ALEX KOFINAS, AS TRUSTEE owner of the aforesaid property. IV Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 • Fax: (631) 444-0360 Joe Martens Commissioner TIDAL WETLAND LETTER OF NON-JURISDICTION August 7, 2014 -Mr. Alexander D. Kofinas E C 86 Abbey Road Manhasset, NY 11030 AUG 11 204 Re: UPA#1-4738-03714/00005 Facility— 805 West Road SCTM# 1000-110-7-4 BLDG DEPT. Cutchogue (Cutchogue Harbor) TOWN OF SOUTHOLD Dear Mr. Kofinas: Based on the information you have submitted as well as Department records, the New York State Department of Environmental Conservation has determined that: The referenced property, landward of the bulkhead more than 100 feet in length and constructed'prior to 8/20/77, as evidenced on the Aeroimage aerial photograph Exp#69-1950 dated 4/6/76 and shown on the site plan prepared by Mark K. Schwartz dated 6/19/14, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act and your $200 permit application fee is returned herewith. Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the.tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, G!�ti�1 Laura Scovazzo Deputy Permit Administrator cc: M. Kimack BOH-TW File BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��10F$1�UTy0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer y Town Annex/First Floor,Capital One Bank George Horning a:Ns • a0 54375 Main Road(at Youngs Avenue) Kenneth Schneider 22 COU Southold,Southold,NY 11971 http://southoldtown.northfork.net RECEIVED ZONING BOARD OF APPEALS otj - 3:/4 STIW ,3:/4' 8 201 TOWN OF SOUTHOLD 4 Tel.(631)765-1809•Fax(631)765-9064Q `outh�td T�k FINDINGS,DELIBERATIONS AND DETERNIINATION MEETING OF SEPTEMBER 4,2014 ZBA FILE: 6774 NAME OF APPLICANT:Alexander Kofmas,as Trustee _--..=G PROPERTY LOCATION: 805 West Road(adj.to Peconic Bay)Cutchogue,NY. SCTM#1000-f�(®= � �y —, SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review,falls under the Type R category of the State's List of Actions, without further steps under.SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 23,2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 31, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us,it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.As recommended in the LWRP Memorandum,to mitigate the inconsistency the applicant shall install a perpetual Landscaped Buffer landward from the wood retaining wall and the applicant shall also remove the subject as-built storage structure and deck,all of which will make the proposed construction CONSISTENT with the LWRP. The Buffer shall be designed to encompass the existing vegetation west of the stairs and extend to an area comparable in width east of the stairs. Landscaped Buffer defined — A land area of a certain length and width which is-planted with indigenous, drought-tolerant vegetation similar to that found within the immediate proximity of the parcel. Vegetation shall be installed in sufficient densities to achieve 95%ground cover within two years of installation. Survival of planted vegetation shall be 90%for a period of three years. Maintenance activities within the buffer are limited to removing vegetation which is hazardous to life and property,trimming tree limbs up to a height of 15 feet to maintain view sheds, replanting of vegetation and establishing a four-foot-wide access path constructed of pervious material for access to the water body. PROPERTY FACTS/DESCRIPTION: Subject parcel is a conforming 41,164 sq. ft. located in a R40 zone. It is improved with a single family dwelling, accessory garage and accessory deck/storage deck. It has 140.00 feet of frontage on West Road, 285.32 feet along the east property line, 140.59 feet on Peconic Bay and 303.3 feet on the west property line as shown on the site plan(S-1)prepared by Mark Schwartz,RA,dated August 13,2014. J Page 2 of 3—Septemba 4,2014 ZBAN6774—Kofinac SCPM61000 10-74 BASIS OF APPLICATION: Request for Variances from Article XXII Section 280-116B and Article III Section 280-15 and the Building Inspector's June 10, 2014 Notice of Disapproval based on an application for building permit to re-build a single family dwelling with pool surround, cabana and legalize an "as built" storage building with deck,at; 1)less than the code required bulkhead setback of 75 feet for all structures,2)"as built"storage shed and deck at less than the code required rear yard setback of 15.feet, 3)accessory pool cabana proposed in location other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances to; 1.) To construct a new dwelling having a 55 foot bulkhead setback where the code requires a 75 foot setback, 2.)To maintain an as built storage structure with deck at a 10 foot rear yard setback where the code requires a minimum 15 foot setback and located with a 0 foot bulk head setback where the code requires a minimum of 75 feet, 3.)To construct an accessory pool cabana in the side yard where the code requires a rear yard or front yard location for water front parcels. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant on August 13,2014 submitted a plan increasing the bulkhead setback of the proposed dwelling to 62.2 feet. Additionally,the Board rdbeived a letter from the applicant's agent, dated August 27, 2014, stating that the applicant will remove the subject as-built storage structure and deck so as to clear this violation and variance request from the Notice of Disapproval,thereby bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: A letter with concerns was received from an adjoining neighbor. A letter in support of the variances requested was received from a neighbor. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 7,2014at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling will be setback similar to other dwellings in this neighborhood. The adjoining property owners to the east and west have similar setbacks from the bulkhead to what the applicant proposes. 2. Town Law&267-b(3)(b)(2).The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed dwelling could be located at a conforming bulkhead set back, however this would require additional excavation and the removal of large mature trees. The proposed cabana in the side yard is the most feasible location due to proximity to the pool. 3. Town Law 4267-b(3)(b)(3). The variances granted herein for the proposed dwelling is mathematically substantial,representing 17.3%relief from the code.However,the proposed location is similar to what exists in the neighborhood and the proposed new dwelling will be set back further than the existing dwelling that is to be demolished. The variance granted herein for the accessory cabana is mathematically substantial representing 100% relief from the code. However,the cabana will have a conforming side yard setback location. 4. Town Law 4267-b(3)(b)(4)-No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 1.X Page 3 of 3—September 4,2014 ZBA#6774—Kofmas SCTM#1000410-74 6.Town Law&267-b. Grant of the relief as amended is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new dwelling with an accessory cabana, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman (Chairperson),and duly carried,to DENY as applied for,the new dwelling and as-built storage structure with deck. GRANT the RELIEF AS AMENDED and shown on the site plan labeled sheet S-1 prepared by Mark Schwartz, RA and dated August 13, 2014 as follows: the new dwelling with raised patio shall be setback no less than 62.2 feet from the bulkhead and the pool cabana shall be setback no less than 68.2 feet from the bulkhead. CONDITIONS: 1. The applicant shall install a perpetual Landscaped Buffer landward from the wood retaining wall. The Buffer shall be designed to encompass the existing vegetation west of the stairs and extend to an area comparable in width east of the stairs.The LANDSCAPED BUFFER area shall be staked prior to any construction on-site. 2.Pool mechanicals shall be placed is a sound deadening enclosure. 3.Drywell for pool de-watering shall be installed. 4.The as-built storage structure with deck shall be removed. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action, The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider, Horning Goehringer,Dantes. This Resolution was duly adopted(5-0). e neth Schneider,Acting Ch irperson Approved for filing I ._ 12014 Scott A. Russell ,��°Su m ST�O�]E1 WA\T)EIK SUPERVISOR IWANAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 yTown of So u th o l d 'JUL 032014 � ECE � M � CHAPTER 236 - STORMWATER MANAGEMENT E 14 ( TO BE COMPLETED BY THE APPLICANT ) - - --- - -. __- - --_—___ - -- • - -- - • • - - - -.._ .. -- - - BLDG. aEPfi�------ •- - ---•- •- ----------• -------- • ------- -- -•_..___. -- -- -- ----- - -• •- - • •----- - --_ __• _..- - -- -TO IU-bF SOUTHOLD DOES THHS PROJECT INVOLVE ANY OF THE lF Yes No (CHECK ALL THAT APPLY) i ❑® A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. 1 t ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �]❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. i F. Installation of new or resurfaced impervious surfaces of 1,000 square �❑ i feet or more, unless prior approval of a Stormwater Management t S Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - ---- -------------------------_ -- If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date D'uYrlct NAME /VJl�iy�IL !l LVL ecS tion Block Lot /} ""FOR BUILDING DEPARTMENT USE ONLY Contact Information. 691 Z2 2 nXI o3 D ffftlw Numbed Reviewed By: - - — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. ,Ca`" — — Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) l FORM 11 SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 s� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) --- -- —V,-,t-- I'D k �a 4 Stormwater Management Control Plan CHECK LIST NAME: AilL�syj¢�G�•!�/ylgL'/L es ctlm Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. �Nleaee P,M �//0 Date: 1 _ �k The applicant must provide a Complete Explanation and/or Reason for not providing it all Information that has been Required by the following Checklist! nalnre �Telephone Numben 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). all d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Lontact 105 Engineering a4 765-1560-before e, Limits of Cleating & Area of Proposed Land Disturbance. Backfill,OR Provide Engineer's Certification f. Exist Ing & Proposed Contours of the Site (Minimum Z intervals) that the drainage has been instaiiedl to Code. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures, EROS90M&SLD0MFAT C®pM®W 1. Location of proposed Swimming Pool and discharge ring. Shall include but not be limited to: j. Location of proposed Soil Stockpile Area(s). A weii maintained Construction Entrance k. Location of proposed Construction Entrance/Staging Area(s). Wire Backed Slit Fencing,s$ I. Location of proposed concrete washout area(s). 0 Seeding of ex1josed M. Location of all proposed erosion&sediment control measures. 2. Stormwater Nlanagement Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch LX rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls, b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) `1X FOR ENGINEER6ING DEPANTUSE ONLY '"' Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: s�/ 14 i SMCP.has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Ig S13Upyolo Town Hall Annex 1t 1i[ Telephone(631)765-1802 54375 Main Road m�ax(631)765-g5Q� P.O. Box 1179 ` `0 roger.richert(a�iown-so uthol .ny.us Southold,NY 11971-0959 ® '� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: U)C)C5A Date: `]- r ho Company Name: -q c LC Name: License No.: Address: 0 �j� 'Bob w0A I Ri Phone No.: - - JOBSITE INFORMATION: (*Indicates required information) *Name: Kofi Inas *Address: '305 VJ-f (L.Llcwuo, *Cross Street: *Phone No.: ' Permit No.: 3q 39 p Tax-Map District: - 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information (if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditionai Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Q� i O��pF SO(/T�QI - � o Town Hall Annex 1 / Telephone(631)765-1802 54375 Main Road en �e � • axw(63.1)76 -g,0P.O.Box 1179 roger.richertonsou5 d.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �L�i. 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EL 41' t` PREIP99EDIE N e4fEPS,-�--—_—_—_ _ --—-—- � L� - CD /�_—_—_—_�_— _� I _ / _ _ - �♦ ♦/ G O I onnaucna"ouurtm UMITS OF eel @-- O I ROPOSED RETAI IN LL .. TEST HOLE 1 EP 1 / :o uw.w off rrta raa ffe �ej I O /EL. 4.1' ouuno"or<o"smurno EA NG =,.�,;:...-;,: / ♦ Q1 I/�\i Q °' I I B'd1a;6'aEep ♦_i I M — iL 1 / I PROPOSEOCONC fTEP55 �R i PROPOSED // .f 0 WALKWAY ONGMD SEPTIC SYSTE _ l� ::: - /PROPOSED= >��.. / ....a'.... _ :: r�tmpEI�VJous v 34 . PROPOSED PLAN ER 8— 69.0' 9.2' = l DRIV AY U) EJ 4 15 5' 11.0' •.yr" I. __ _ PRGPOSED ori �, 137. j \ / o ./ / BDRYWELLp RAISED PROPOSED EXISTING SEPTIC TO BE/ voantt ovm''a �N- r 1 r„- PATIO PLANTER REMOVED PE SCHDS R ''•� �y wI u°�cnTT / ;r L MITS OF d _ •8 al.i. l'' \ ' CLEARING Z � � p 1 p //� =- I\—�1 / 3.0'• 2' r � IP pRAIN \ // // � f...`y E(i R 1 $ I r o ! I �_; ;_:: / v ��'.� I r CONCRETE I / 0 51 v rrq'z y / WASH UT .`.! C' I o / a I / _ ro•O / m a W 1.,,iE W J LOCATION 1 m 1 $ -s-- ry / PROPOSED / Ad O -Q O D " / 9°(PROPOSED _ - PROPOSED 2 STY. (. IMPERVIOUS / \ / 0Lw Z I I �I POOL FRAMED HOUSE 1 1 DRIVEWAY/ -- 1 y W I / F- tL I I - / ._i 1 I Heol Q r P E C O N 1 C m 1 /r la,6'deep 1 — / O EX. Z (fj 62.5' ! I ! ----1 / rile; EE4p •'"� / RYWELL / I WM c V BAY 5? 6 _ i D • 1 / OSED z / � I f ------------ ------------ .............i. A'KING P 3 12 9' 2 4. 1 20.0' ;I ;tt .7' P� URT / I'Q.. TOPSOIL / n' I PROPOSED ,i LOCATION ' / til m �7 �,1 PROSED -$I / I / a Z f I RAISED SCREENED 1281 / Lu O ' m 'PORCH rl ® L NEW BURIED PROPANE ' / o w I N PATIO,�� --,/ ROPOSEI�j TANK(LOCATION TB) Lu O —{ LIMIT OF �;E;��;l��,�ij,�;p,�', I I CLEAR NGI'} ! GARACrE',; / I�;'' 116.6 � l/1 G O ' 0 DE r I I PROPOSED •."k�`r..•si z t.11 y I \ CABANA STAINING ♦// N B'dla,6'deep pla 6'deep�XISTING ARBOR// / (EXISTING! ^ ,j 00 Z 68.2 WALL V ra° d' DRYWELL Lq DRYWELL TO BE REMOVED I W p•, IV a� Imo♦ / ��\ •� / / 1 'I 1 STY ��9 __I 1 ,��r T 1 ♦ a�a.6'deep / _ _ F `r T - 1 _ i / / GARAGIE Vj • Q I I I O ♦ I i♦� N 1 rano I RYWELL �/i ♦ / ♦ /, / ��8� / N 1 waaan,I I rua.x I ♦ ♦ / / / PROPOSED IMPERVIOUS DRIVEWAY / O /1 GEN S / 1/ dla,2'deep ,2'deep RYWELL BASIN ®���� 00 HEAL7-H SE CES S 26024'30 E EL.36.7' E OF �§., Q 1 PROPOSED RETAINING WALL � 11 STERM'� � •lp 9 2 8 • I PROVIDE SOUND ATTENUATION LIMITS OF ®® 50'SETBACK SURROUND FOR POOL EQUIPMENT CLEARING FROM BULKHEAD (UNDEVELOPED) N J O/F ITS MY WAY LLC SCTM ## 1000-110-07-04 CNB—IR-�N ® (CESSPOOL 1507) SUFFOLK COUNWO-EPARTAPIENT . GJ It 6- -� ,aLAHEICEs PERM FOR PPRO'JA OF C'OIN31 r UCTION FOR A NOTE: o SililE Fns"'9 .C�xYC i "EXISTING GARAGE",BULKHEAD x -41,,..� SSMENICE AND (WITH DECK) N cal IS ONLY STRUCTURES TO REMAIN. con Cq C) ALL OTHER WORK IS PROPOSED(HOUSE,POOL, U CABANA,PATIOS,PORCH,PLANTERS,DRIVEWAY) SITE PLAN00 U 1 APPROVED �/ c SLE: 111 = 3 1- 1 SQUASH ANENUE TOTAL�1i st!?!eVtwfr b.Ld;S`6r�f>i�a-� DRAWN MH MS EXPIRES THREE YEARS FRO-M DA71 E OF APPROVAL SCALE, 14„_V_0a Nov 10 2014 MEETS & BOUNDS JOBa October 28,2014 BY: PECONIC SURVEYORS SHEET NUMBER Ej BLDG DEFT DATED: NOV. 20, 2013 ' TOWN OF SOUTHOLD JAN. 17, 2014 (B.O.H.) S-1 A 08/05/14 8 09/17/14 r r i 20 PANELS - 94 ® La M SOUTH ROOF ❑ ® C) LL- S �y 0 uj r � W .� a.�- Tn row z 0 FT-1 I - O - \ Jf ® ` lv4 I 6"PANELS ( I l•p WEST'ROOF XOFrAO RESIDDICEus ww no , -- KOFINA RESIDENCE-PROPOSED SOLAR R. PHOT OLTAIC SYSTEM LAYOUT' ocuv rma, �® SOLM PANEL ROOF 'LG WATTS 0 KW DC TOTAL, INCLUDING, 2 70 ?)a LAY=AM DETAW t (20) LG MONO—X BLACK LAR MODULES �, A 20 166-Z7 (2e}-�raP+taSc— a�-tIeROINERs 1 J8' = 1'-0- B 'a0"B 13 300 3,90OW (19) LG 30OW SOLAR MODULES B 6 300 1,800W �ENPHASE M250 MICROIWERTERS 08/05/14 f IRON XRS RAIL SYSTEM (39 /) -®° . Z IRONRIDGE Roof Mount System Built f®r solar's toughest roofs. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails,and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Strength Tested o- PE Certified All components evaluated for superior Pre-stamped engineering letters - structural performance. available in most states. Class A Fire Rating Design Software Certified to maintain the fire resistance Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding `R@ 20 Year Warranty UL 2703 system eliminates separateTwice the protection offered by module grounding components. = competitors. �sE-1 ---' XR•Rails XR10 Rail XR100 Rail XR1000 Rail Internal Splices Q A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws • Moderate load capability • Heavy load capability - Extreme load capability • Varying versions for rails • Clear anodized finish • Clear&black anod.finish • Clear anodized finish • Grounding Straps offered -®-- Attachments FlashFoot Slotted L-Feet Standoffs Tilt Legs Anchor,flash, and mount Drop-in design for rapid,rail Raise flush or tilted Tilt assembly to desired with all-in-one attachments. attachment. systems to various heights. angle, up to 45 degrees. • Ships with all hardware • High-friction serrated face • Works with vent flashing • Attaches directly to rail • IBC& IRC compliant . Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear& black anod. finish - Lengths from 3"to 9" - Fixed and adjustable --- Clamps & Grounding _- End Clamps Grounding Mid Clamps (Q T Bolt Grounding Lugs Q Accessories L i4iiifta UP- Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and modules at ends of rails. in the middle of the rail. rail's top slot. organized look for rails. • Mill finish & black anod. • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips • Sizes from 1.22"to 2.3" • Reusable up to 10 times • Eliminates pre-drilling • Perfected End Caps • Optional Under Clamps - Mill & black stainless • Swivels in any direction • UV-protected polymer Free Resources = Design,Assistant ©A � NABCEP Certified Training Go from rough layout to fully vv Earn free continuing education credits, - engineered system. For free. d while learning more about our systems. Go to IronRidge.com/rm V Go to IronRldge.corn/training Life's Good • HM LIUM . -_ -v _ -- -: -- `.'4.;�''J.. �'{^'-w'w:'. _ :Sa:.ry' _'_r-- r. -ni'..' -.. ;v,•^{'+_- ..+}d`-.:T�� _,S, ®nX _ ®a Introducing MonoXTM NeON module series,which uses highly efficient n-type materials,an elaborate process APPROVED PRODUCT 60 ll control adopting a semiconductor processing solution DVE MCS and a double-sided structure Our R&D concentrates on developing a product that is not only efficient,but strives IN 564573 BSEN61215 to increase practical value for customers Ph.twoltelc Modules BI N Type Material ---_- (Near Zero LID(Light induced Degradation) MonoXTM NeON uses n-type cells,boasting The n-type cells used in MonOTM NeON have almost higher mobility of electric charge,resulting In no boron,which may cause the Initial efficiency to higher generation efficiency L drop,leading to less LID ,C _1QC Nano Level Control �� Double-Sided Cell Structure MonoXTh°NeON uses the Nano-level process ' The rear of the cell used in MonoXT67 NeON Is control predominant in semiconductor processing designed to contribute to generation,the light process,which ensures less electric loss from beam reflected from the rear of the module Internal defects is reabsorbed to generate a great amount of additional powerh 16 Bkg p ma © LIab,W.,ght Ca--W Ih.W1.1— ELT-t C.—I Sort,.q L-u Wa...My P—t—P.— Tolanncc About LG Electronics LG Electronics Is a multinational corporation committed to expanding Its capacity with solar energy business as Its future growth engine Our a solar energy source research program was launched In 1485, backed by LG Group's rich experience In semi-conductors,LCD,chemistry and electronic materials Industry We successfully released the first MonoX' series to the market In 2010 which exported to 32 countries In 2 years In 2013,MonoX""NeON won"IntersolarAward',which proved Its leading Innovation In the Industry Mono Mechanical Properties Electrical Properties(STC*) Cells 6 x 10 300 W Cell vendor LG MPP voltage(Vmpp) 320 Cell type Monocrystallihe MPP current(Impp) 9,40 Cell dimensions 156.5 x 156.5 mm/6 x 6 in Open circuit voltage(Voc) 398 u of busbar 3 Short circuit current(Isc) 9.98 Dimensions(L x W x H) 1640 x 1000 x 35 mm Module efficiency(%) 183 64 57 x 39.37 x 1.38 In Operating temperature(°C) -40-+90 Static snow load 5400 Pa/113 psf Maximum system'voltage(V) 1000(IEC),600(UL) Static wind load 2400 Pa/50 psf Maximum series fuse rating(A) 20 Weight 16 8 t 0.5 kg/36.96 t 1 1 lb Power tolerance(%) 0-+3 Connector type MC4 connector IP 67 *STC(Standard Test Condition)Irradiance 1000 W/m',module temperature 25°C,Ann 15 ,Junction box IP 67 with 3 bypass diodes *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Length of cables 2 x 1000 mm/2 x 39.37 In Glass High transmission tempered glass Electrical Properties(NOCT*) Frame Anodized aluminum 300 W Maximum power(Pmpp) 220 Certifications and Warranty MPP voltage(Vmpp) 29.3 Certifications IEC 61215,IEC 61730-1/-2,UL 1703, MPP current(Impp) 7.50 ISO 9001,IEC 61701,IEC'62716 Open circuit voltage(Voc) 36.9 Product warranty 10 years Short circuit current(Isc) 8.05 Efficiency reduction Output warranty of Pmax Linear warranty* (from 1000 W!m'to 200 Win') <20� (measurement Tolerance t 3%) qP •1)1 s[year 985/,2)Aker 2nd year 0 7%p annual degradation,3)812%for 25 years *NOCT(Nominal Operating Cell Temperature)Irradiance 800 W/m2,ambient temperature 20°C,wind speed 1 m/s Temperature Coefficients Dimensions(mm/in) NOCT 45 t 2°C LL!o 11 ma oao no 0l o.,mnoiaat wal wa<OraRn.ae i Pmpp -041%/°C a0,1s Nea4 ssomao VOC -029%/°C a,.hmaa wi Rlbw,ae beWeee moon mq hdn) _ 10x11 Isc 0 04%/°C 6/169 a A Characteristic Curves10 1000W e s00w 8 6 Now • T g d s $qq 4 400 W i $ ]( 6 S 3 200 W � 2 2 5 10 is 20 25. 30 35 40 Voltage(V) 140 120 a 4. --- --- ••------------------ ----------Isc o too nnas - i4.40 10..40 80Voc .................. ................................ ...... .. s.vo u °16 oe.a1 soPmax =� a LI,I R40 __________________ __________________________--------------- Om4% D-A Y Orad Z 2—V11 20 _...................... .._........................................ Lag vde(lama sh.rts,de frame 0 40 •25 0 25 ,50 75 go Temperature(°C) *The distance between the center of the mounting/grounding holes LGy,�� North America Solar Business Team Product specifications are subject to change without notice LG Electronics U SA Inc "LG Life's Good"is a registrated trademark of LG Corp 1000 Sylvan Ave,Englewood Cliffs,NJ 07632 All other trademarks are the property of their respective owners 5i 1 Life's Good DS-N-60-C-US-F-EN-31002 cornWith LG,It's all possible, . Contact Ig solar@lge co www tgsolarusa.com Copyright©2014 LG Electronics All rights reserved 01/05/2014 i LG Life's Good ® TM- Mono"* Black ' i s LG270S1 K-B3 60 cell MonoXT`series are LG Electronics'high-quality monocrystalline module brands The quality is the-result of our strong commitment In developing a module to Improve benefits for customers. Features of MonoXTM11 series include higher efficiency and durability than LG previous models,convenient installation,and aesthetic exterior APPROVED PRODUCT C US KM 564573 eSEN 61215 Phomvdrac Modules __ 'T 16.8kg LIGHT AND ROBUST ®_ ® CONVENIENT INSTALLATION ® With a weight of just 16 8 kg(36 96 lb),LG ,,, LG modules are carefully designed to benefit Installers L„,t V bt modules are proven to demonstrate outstanding by allowing quick and easy Installations throughout the durability against external pressure up to 5400 Pa carrying,grounding,and connecting stages of modules Instaflatron a 100%EL TEST COMPLETED THE EXTRA 2%POWER I ? I All LG modules pass Electrolumrnescence inspection ' = To minimize losses due to mismatch,LG produces 3 groups � ELT=om' This EL inspection detects cracks and other of solar modules which are sorted by Its current class EL �t Imperfections unseen by the naked eyeThis enables MonoXTM to maximize the system's output by ., rent Sorting around 2%based over the theoretical calculation RELIABLE WARRANTIES - POSITIVE POWER TOLERANCE tY LG stands by Its products with the strength of a Li.—,W,r '. LG provides rigorous quality testing to solar modules global corporation and sterling warranty policies. l," ' to assure customers of the stated power outputs of all LG offers a 10 year product limited warranty and modules,with a positive nominal tolerance starting at 0% Tolerance a 25 year limited linear output warranty About LG Electronics LG Electronics is a multinational corporation committed to expanding its capacitywith solar energy business as its future growth engine Our solar energy source research program was launched in 1985,backed by LG Group's rich experience in semi-conductors,LCD,chemistryand electronic materials industry We successfully released the first MonoXTM senes to the market in 2010 which was sold in 32 countries in 2 years In 2013,MonoXTM NeON won "Intersolar Award",which proved its leading innovation in the industry TM G270SI K-83 on • , MECHANICAL PROPERTIES ELECTRICAL PROPERTIES(STC*) Cells 6 x 10 _ LG270S1 K-B3 Cell vendor LG Maximum power at STC(Pmpp) 270 _Cell type Monocrystalline MPP voltage(Vmpp) 317 Cell dimensions 156 5 x 156 5 mm/6 x_6 in MPP current(Impp) 852 u 3 Open circuit voltage(Voc) 38 6 Dimensions(L x W x H) 1640 x 1000 x 35mm 64 57 x 39 37 x 138 in Short circuit current(Isc) 912_Static snow load 5400 Pa/113 psf Module efficiency(%) 16 5— Static wind load 2400 Pa/50 psf Operating temperature(°C) _ -40-+90, Weight 16 8 t 0 5 kg/36 96 t 1 1 Ib Maximum system voltage(V)` �^ 1000(IEC),600(UL) — Connector type MC4 connector IP 67 Maximum series fuse rating(A)_ 15 Junction box IF 67 with 3 bypass diodes Power tolerance(%) 0-+3 Length of cables 1000 mm/39 37 in *STC(Standard Test Condition)Irradiance 1000 W/m',module temperature 25°C,AM 15 Glass High transmission tempered glass *The nameplate power output is measured and determined by LG Electronics at its sole and absolute discretion Frame Anodized aluminum ELECTRICAL PROPERTIES(STC*) CERTIFICATIONS AND WARRANTY ^._ __-.____.__ ____— ______-___ ____.___LGz7o51 K-63 Maximum power at STC(Pmpp) 193 Certifications IEC 61215,IEC 61730-1/-2,IEC 61701, MPP voltage(Vmpp) 288 Salt Mist Corrosion Test(IEC61701), _— DLG-Fokus Test"Ammonia Resistance', MPP current(Impp) 6.80 UL 1703,ISO 9001 Open circuit voltage(Voc) 355 Product warranty 10 years Short circuit current(Isc) 737 Output warranty of Pmax Limited Linear Warranty* Efficiency reduction u! — (measurement Tolerance t3%) tY <45% (from 1000 w/m'to 200 W/m') 1)1st year 97%,2)After 2nd year 07%p annual degradation,3)80 2%for 25 years *NOCT(Nominal Operating CellTemperature)Irradiance 800 W/m',ambient temperature 20`C,wind speed 1 m/s TEMPERATURE COEFFICIENTS DIMENSIONS(MMAN) ...13937 NOCT 47.0"t 2 T55.40(%New) Oran nel°.foes (Slee ofeho0 dd.) . 960/3780 ) Pmpp 0 44%/°C a o 7s(v ms*) Dmlholae(4ea) (Disfann between mounting holoe) 18/071 Voc -0 31%/°C F 48/189 Isc 0.05%/°C JuncBon bog 12-tl4 3 Grounding W..(12..) F) (*) CHARACTERISTIC CURVES 8-080(2 view) Mounting holoe(Bee) j Q 10 y 9 1000w ? 1000/39.37 1 U 8 goo Coble longfh ` 7 2 F 6 — g 11 5 600 W o E � � 13 m E o 5 o s 4 400w 3 E 8e 2 1 o e 0 5 10 15 20 25 30 35 40 Voltage(V) 944/3717 1 140 I 0 1 r 120 __�=._.,`. .................................--------._._.._..._. Isc _ loo ------------------------ _._______ s 0 Voc 35/138 80 ----------------------------------------------------- ----�,;y---- 10/040 10/040 Pmax 40/016 60 5l.�5/0 22I 081031 m m ,oL—L_Y m o RI 5/0 06 De l% Nftny Detail Z 20 _.----.------------------------------------------------------------------- 28/110 22/087 o Longsideframe shonsideframe -40 -25 0 25 50 75 90 Temperature(°[) The distance between the center of the mounung/g rounding holes North America Solar Business Team Product specifications are subject to change without notice LG Electronics U S A Inc "LG Life's Good"is a registrated trademark of LG Corp 1000 Sylvan Ave, All other trademarks are the property of their respective ownersLG y •j Englewood Cliffs,NJ 07632 DS-A3-60-K-US-F-EN-31002 With LG,it's all possibleTM Life's Good Contact Ig solar@lge corn Copynght O 2014 LG Electronics All rights reserved wwwlgsolarusacom 09/01/2013 • ir' t t yj M4C"Aiv rl4AS4,`I< TYPICAL NO INA i , -- __.BErw�E1lI_zae-r.S_. aarE; RFTA_.IN/NG.WAAA.-z'-f4r!4,--- --_----- _E.L�VAT_/O�%------- - - ___-----6.'X6r..�8EsS�J�.X7�F.�►_�'!� S,ECOi o t'/ER SAND BACkE/�L �'Stio"cAP�EL��/_E�. =S�oRE�Gc4R_O. STRUC9lL�PAL.-_ eeA171NU4I1S r7EB,a CkS ='QrEx .<0.4c i 164S eO6 wX-S7 R7,9n - CUT�NOG(JE, MY. etic_ticKl_-oE�-.4. OF P�POR7SEp R�PIA�.MQvT OftTA/V1,1IG We 5' pRTE: TU�Y ZY Z0144 �G 1/ELaET./{TEQ l RSA V- 7 7 - =0 _ASA �, - _-- -APPROVED BY ' — W�-k71/RLAP_ �N�T��STAR'��.., � I EX/sz�L.O_ E.glJfuc I; „ - -��L�T�1/�V�•�,Y� w.a11S-��Rt'sSUR�TRF.IITg..O, -IQs-�-- - - �/ • —__--,Ell:,5`L�VGKd_�/-�D /s BOARD OF TRUSTEES 1OVi1IN OF•S®UTH®�- sA_ +i DATE 1 VIE L0T�gN T R -�- - - AUG - 14 2014 QiP�SE17 F1N/SNjFoP GRAA�!APP�p > -Ros - ---1 - - - - A RtXas� . i --- - -. _ - _; - --- ----- � -- SECT/o v: 7 Seta��iGTtf/�1I�i iSAND ��,• LOT•' JCI /LL -exi r_,_04NK Exisr. BUtkHEiao / �I ,,fixS-- vr j 13�,�tCN Gi(;4SS r ' a - f p�PQPOSfD TLVD T/fes ------- -- - - - - --- --- - - -- - - - - - ------ --- ------ - - ---- - - -- - - - -- - - - - -- - - --- -- ------ ----------- - --- -- - ELFy�riow ,�_ no ,T�.xy-23-2Q,�4 1/ 1,0,15 Al CI.,V " /''zv��y �lli�i� 1 ' �.. c' /'j, yZL l� REVISIONS: � 71' N / O / F pC%G ��/� jV CC UI'!>> PAT LAVARONE 4�rlr 0 yl- (D ELLING,PUBLIC WATER) 50'SETBACK G, J� �. -�,7 ]] A ` 8'dia,6'deep FROM BULK ArY�/V J'"�='C� /� /z� y DRYWELL / N 26 " W ' 16 18 20 22 24 / 26 28� _ ' 3D -303.3' 32/ -----�-_--_ EL.4.1' �e I r �� ��- - - - - - - -/- - - - - - -7- -CTmf3E _ _f- - - - - - - - - - - - - - - - - - - - - -- - - - - - /- - / �_ :7 �� �E 8 ..._........._........... / R AINING WALL / v � - / LIMITS OF ... _._...... .._............. �� °° OCT - 2 z.14 C: ! J I� \ CONC.STEPS& EARING ::: :-::: :--:: • I I i - 1 WALKWAY �'} / - - dia,4'dee = ON GRADE / ...........__........ . p i cn WALKWAY CONSTRUCTION DU ~"~ DR>hX1ELl w/ TEST HOLE I TO REMAIN ON SITE FOR _ _ ~~ S'dla,4'deep �_ v 1 I / EL.24.1'ON GRADE ounATONorcoelErs DRYWELLw/ /MPERVIOLM::'::": T A I PLANTER PLANTER - / 'CATCH BASIN .....t:=::f3Ir1VEWAY / 34 69.0' 9.2' = : 1 30.4' 15.5 11.0 .9Ln RAISE/ :�:•' Y� / \ FORT_A.U1/ REMAIN - D PLA?yER / \oN SITE FOR RATAN 3 I / cqN , z PATIO ;� _ ...:::.\.,:, / � LIMITS OF / I` (1 rl ,•#'��EP I.~ ', CLEARING ........... C�NCRETE O 14/ S =;t:=:= 3.0' 712' i ASH OUT / ' + __ _ OCATION I / M / �r mbo FRAMED ry / r. �� tw l I l ' POOL - - - -- _ 8dia,4'dee 1 I PE XAOUS / / '� I.. r / I -L" ------- HOUSE al=' v v DR EWAY W v DRYWELLSI \i / OLu / >`io II I CATCH BASIN 7 W ( / °C P E C O N I C I �1�.,��,R. �'� f / _ ',>� nom, V 1:. \. o f 14.s' / '"- ;#ARKI I G f � / Ex. I� z 62.5' i 2 8?dia. deep WM Ind BAY 4ui 1 / ' , , - 5. p: !b �' .fr D __.__ COURT,;, J n / ' - 36 (DWELLING,PUBLIC WATER) u 1•- Z L Q D G P R 62.2' 4. ° 20.0' 12.9' ;,1 ,7' " / a TOP SOIL / f"' V ) 1 I SCREENED �' LOCATION / m O I RAISED PORCH 12.s' € � ' : _ ; � m / W a PATIO r, ------ O ' GARAI,G/E, BURIED PROPANE TIP) lt;'. / / / v N --I ' LIMIT OF '''''1 126,0° TANK ATION .. . i. ^I O f CLEAR 'G , . i i�i E-+ S Iltllliiiiiiii ' t 7 2 O I iii ' ------ / v 3 O , ( iii' _.... / 116.6 / / / O a . ! !!!HiiiliH! l7t O 66. / 11 111111111111 N & WA r •` / O r/" � --" DRYW w/ , t/1 W / �,CABANA-1. CRTC BASIN 4 t !7 L I 1 '••--t RETAINING / 0 • z � 66.2' V , l WALL - ` N 2 EXISTING ARBOR OD Z TO BE REMOVED/ / 'EXISTIN �-+ F°OLEOU. ENT 8' a,8/I / IMPERVIOUS DRIVEWAY / I O I ' O \ �1OCA7ON �/ DR ELL 8' la.4'deep010 M / GARAG O ELL w/ O '1 r /i _ i �ATCH BASIN / 6' O N \ 4 _ / I/ ' 8'dia,2' eep / / GENL_ 11: - - / � 2 O RETAINING WALL � � S 26024"30"E EL.36.7' 3 Q PROVIDE SOUND ATTENUATION 50'SETBACK SURROUND FOR POOL EQUIPMENT LIMITS OF FROM BULKHEAD CLEARI�N'G/ �� , N / U / F ITS MY WAY LLC rA)0� Ile C'441 P7/�GI C17 61v 4� N / O ,,F o z w C.A. BRAUT!GAN ; (CESSPOI?L,50') H � V �} 00 � °O U APPROVED BY GENERAL• BOARD OF TRUSTEES SITE PLAN DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A JTMr SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL TOWN OF SOUTH/E�1,,, �/� i FLOODING OF GROUNDWATER.OR INTERFERE WITH THE OPERATION OF SUBSURFACE OLD SCALE: 1" - 20'-0' SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION DATE P E WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL • ? L Q U A SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER J j AVENUE LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: SITE DATA: SCTM # 1000-110-07-04 ' FOR DRY WELLS.PROTECTION OF THE SUBGMDE SOILS FROM COMPACTION BY -' SEQUENCE O F PROJECT• CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL 0, PRIOR TO ITS CONSTRUCTION.THE AREA TO BE USED FOR THE DRY WELL SHOULD BE DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL• o a, ° CORDONED OFF ACTIN PREVENT CONSTRUCTION RING DR NT WELL CONSTRUCTION,STOCKPILED MATERIALS 1 DARK BROWN LOAM 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF • a.. PROPERTY: 41,184 SQ.FT. 95 ACRES FROM OOONS SHOULD E TAKENSuBGRTO DURING DRY WELL ESOILCOMPACT - - PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS � a PRECAUTIONS SHOULD BETAKEN TO PREVENT BOTH SHOULD ESPERFO COMPACTION OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE O o AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20.25 FEET IF APPLICABLE FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY WETLANDS: 1,218 SQ.FT. 0 LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD BROWN CLAYEY SAND ( ) w BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL SC LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS DR HELP'PREVENT CONSTRUCTION S OU CONTAMINATION DELAYED UN AND CLOGGING BY SEDIMENT, PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED BUILDABLE PROPERTY: 39,966 SQ.FT. „ \ DRY LD, CONSTRUCTION SHOULD BECONS U TIOALL EAS THAT CONSTRUCTION AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THC DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY G TEMPORARILY TR PERMANENTLY DRAIN NEED, DRY WELL ARE STABILIZED.THIS - - 4 SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF DELAYED)CONSTRUCTION EMPHASI<THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 20,000 SQ.FT. GROUND DISTURBANCE v� .G ANDMATERIALFTDR STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SI V G O USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO Bf.ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. .,.. UNAVOIDABLE.EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF m ..n 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. C`l N 41 ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING HOUSE(f0 REMOVE): 1909,7 SQ.FT. � W 3 AFTER SOILS TION DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR 100 CU.YD 25 CU.YD. AFTER CIONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND IF DRY E AREA STABILIZED. SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE EXISTING PORCH/DECK(TO RBNOVE)• 438.1 SQ.FT. IF DRYWELLDIVERSION IPICONSTRUCTION CANNOT OTHER DELAYED UNTIL ITS DRAINAGE AREA IS DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED.TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT 5 CU.YD. 5 CU.YD. STSTALL ED,DIVERSION PIPING O FCONSSUITABLE MEASURES SHOULD O END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIIBLE. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PATIO(TO REMOVE): 422.0 SQ.FT. 2 CU.YD. 3 CU.YD. BE OMCNED UNTIL ALL CONSTRUCTION WITHIN I THE DRY WELL'S DRAINAGE AREA PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. IS COMPLETED AND THE DRAINAGE AREA STABILIZED. MEDIUM SAND A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. SP B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OREWA, PRETREINSTALL SHORING. EXISTING DETACHED GARAGE: 393.7 SQ.FT. 1 0 FUNCTIONAL HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY AS WITHI ALL OTHER BEST MANAGEMENT PRACTICES.PRETREATMENT CAN EXTEND THE BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). � V FRUNOFFUNCTIONAL UTE OF A DRY WELL WHILE GENERALLY NOT A RCE OF PARTICULATES SOURCE OF EXISTING BULKHEAD DECK 414.6 SQ.FT. 10%ORGANIC POLLUTION,ROOFS CAN NEVERTHELESS TI THE SOURCE OF D DEBRIS. SAND A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. O ORGANIC MATTER AND.DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER 0 PRACTICAL EN MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. THATCANENTERTHEDRYWELL UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED„ N - - 17' S PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% 350 CU.YD. 100 CU.YD. E~ (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH TESTHOLE DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITI IIIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ.FT. 1.5% 10 CU.YD. 5 CU.YD. MCDONALD GEOSCIENCE PROPOSED NORTH PORCH: 162.3 SQ.FT. 0.4% 35 CU,YD. 10 CU.YD. U 12/26/2013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. Y PROPOSED NEW POOL 1,034.0 SQ.FT. 2.6% 250 CU.YD. 50 CU.YD. HOUSE ROOF AREA:4151 SQ.FT. AT 100%WATER RUNOFF:700 CU.FT. PROPOSED CABANA 168.8 SQ.FT. 0.4% 50 CU.YD. 10 CU.YD. PROVIDE(3)V DIA,X 6'DEEP DRYWELLS MEETS & BOUNDS DRYWELLS CAPACITY:760 CU. FT. BY: P EC O N I C SURVEYORS SEPTIC SYSTEM TO REMOVE CABANA ROOF AREA:445 SQ.FT. I 50 CU.YD. 75 CU.YD. DRY WELLS TO BE 10'MIN. DATED: NOV. 2 0, 2013 PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD ,_ I -7 DRAWN: MH/MS AWAY FROM HOUSE i ; ( AT 100%WATER RUNOFF:75 CU. FT. � -_---- --- SCALE: 1"=20' JAN . 179 2014 (B.O. H.) PROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD:I' - JOB#: • Oo PROVIDE(1)V DIA.X 2'DEEP DRYWELLS !i e o DRYWELLS CAPACITY:84 CU. FT. (i I...+ OCT 2 4 z��� ! I ; ' August T 2014 Is t '• SHEET NUMBER: TOTAL: 6846.7 SQ.FT. 17.2% 1152 CU.YD. 413 CU.YD.L CERTIFIED TO. SURVEY OF PROPERTY ALEXANDER KOFINAS & GEORGE KOFlNAS A T CUTCHOG UE AS TRUSTEES OF THE ALEXANDER KOF/NAS 2011 GST EXEMPTION TRUST TOWN OF SO UTHOLD DATED SEPTEMBER 2001 SUFFOLK COUNTY, N. Y. FOR THE BENEF/T OFF DEME7R/ KOf7NAS 1000-110-07-04 SCALE: 12=30' NOV. 20, 2013 JAN. 17, 2014 (B.0.H. & TOPO) MAR. 24, 2014 (PROP. DOCK) JULY 22, 2014 (PROP. SITE PLAN) JANUARY 7, 2015 (FOUNDATION L OCA TION) l� G �P''� - g 0 \� E vN s 0 5 PVeV\G 5 193 N'I` WELL PIT �Rf '1ao. _ c, \ r�� Q FIND.� , - --------- NOt3 o' ------------------ 71_ % �l �o e ti9° GR oN w HOUSE TO BENREMOKD 0 -------- o---------24---" \ 5. Vow F yB�' Nlp A 0 yp s \ s10 / TEST HOLE DATA MCDONALD GEOSC/ENCE 12126/i3 P tO � E�. ��•�9 f DARK BROWN LOAM OL �K g9 BROWN CLAYEY SAND SC 4' S6�PO4 PALE BROWN FINE 'Y Y TO MEDIUM SAND SP rya 17' aP j; JAN 14 2015 ELEVA 77ONS ARE REFERENCED TO NA VD '88 F - 'Yry .. ANY ALTERATION OR ADD177ON TO THIS SURVEY /S A WOLA77ON = .YS. LIC. NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. _ c CON/CSU ORS, P.C. EXCEPT AS PER SECTION 7209-BUBO/VIS/ON 2. ALL CERTIFlCA7IONS AREA - 417184 VQ. �. ( ) ( ) HEREON ARE VALID FOR 7H/S MAP AND COPIES THEREOF ONLY lF 631 765-5020 FAX 631 765-1797 SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 wAv-q-r SGVATTIRE APPEARS HER£OW TO TIE L INE 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 13-286 REVISIONS: N / O / F PAT LAVARONE (DWELLING,PUBLIC WATER) 50'SETBACK HAY BALES/ FROM BULKHEAD SILT FENCE � 1 1 1 11 N 2 W 16 18, 20 22 24 26 / 28 30 '3 0 3.3 32. I r �.,r_ .=.:r:wx�I .; r_��.:� 7777777-772-7-11c�x L s-r-' -_L �: / fl.4.l' rn I .�.. r--i --- - - -•' _ - _ - _ - - - - - _ --- _ - - - - X 1� / I,,; - � - - - -- - - - � PRC)P65ED EC11dEr5TEP5 L4•-- - - - ��_ WALKWAY ON GRADE ..,L PROPOSED RETAININ 1 W LL T ST HOLE / ♦ coN-U-ON ouMP:TER LIMITS OF O L f7 _ - 1 1 EP I / TO REMAIN ON SITE FOR ' 4 ' ii 8'd a,6'cZ2e EL. 4.1' orPAnoNCFcovsraucrie EARING r.r.;: _ ♦ 1�1 P ♦ / ASPHALT OR O I �JRYWE o: - / COBBLESTONE 1 Ff HbvSE �; PROP05ED /: / ♦ _ i 7L' I j PROPOSED CONC.STEPS& ♦ R m 1 WALKWAY ON GRAD / �ZI SEPTIC SYSTEM =` /P POSED-' -=.' " 8'. ` ' I `U I LP P <== / RYWEL . RO fl'..-. .IMPERVIOUS ::. 11 PROPOSED PLAN ER n io'nso O . ( 'o HAY BAY W/ SILT FENCING + / N r / "' DRIVEGUAY / - 34 - 1 69.0' 9 2 3 .4' � 15.5' 11.0' � � . / Fi N PR'6POSED ,�o, ��y 137.9.'/'' "♦ i 2 C) 1 I ' RAISED PROPOSED EXISTING SEPTIC TO BE f 9'dia,Gdeep s I ` I , ! , I 1 i ' PbRTp;L;�VTtSFEMA'N'�' '' 1 I LIMITS OF CLEARING TO BE i ; i " ; I I / ! ON9ZEPORDUMTI°N / ♦ // DRYWELL / LIMITS OF I r c� REMOVED PE SCHDS RE NO MORE THAN 20' FROM ! I ? ! ! r � ' i PATIO PLANTER O / I i / 1 I, t F cov TRucnov CLEARING ' ' REMOVE DECK AND R, r 1 / ♦ u PROPOSED WORK AS j ; STORAGE SHED BELOW X r/ 1 _:_,_,__._:_ / N INDICATED ON SITE PLAN o 1 / .............. ST1♦ _ /I / 3.0' \ / / / ------ CONCRETE_- STRIP pRA1N / m Ip' I II r "_______ / , n _ / ._ _ I -a� CONCRETE X z 1 NON-TURF 1 O §--•-•k _: I M a'' 1 _ I WASH q T Ci 1 n BUFFER / L^ tJ-C3 p ' Q ce W -'� �yJ - t' l 1 1 a , t _ _.TQC'-�._._ m • o� w O fi LOCATIrM ON / 0. M 1 n ' =) :_,_._. "_:_: nOOi D / PROPOSED / PROPOSED 2 STY. 0 W i / / 0 LU LU a ,- to - - / ! g PROPOSED :_:_:_=_:_:_: a, `, IMPERVIOUS / _ , Lu Z ( POOL ' : :_:_:___:_:= FRAMED HOUSE > DRIVEWAY - - ;(' I y W H P E C Ca N I C w, i = ------- 1'`HOUSE , / - / 8°dia, deep &'.ilia,6'deep ¢ / I WM 62.5' i V 5.2' / DR _E.�L„ B A Y ' } ', �; ;_..._ .� / :. PROPOSEDLL 0 ! 36 1- -- , I�KING I� 62.2' 4. 20.0' ;1 .T �=->�--�- OURT TOP SOIL FIN. FL. PROPOSED SEPTIC SYSTEM DETAIL m I PROPOSED 1/ PROI�fJSED vi ',;� LOCATION ' / / cn = l' EL.26.5, (NOT TO SCALE) E;I /_ RAISED SCREENED " 12.8' i!. / / I W a z a1 �_1 PATIO b;� ,'PORCH LL NEW BURIED PROPANE '/ / go i / EN .; 2$•4�- PROPC?SEb TANK(LOCATION TB ) / ,..1 FIN.GRADE: EL.25.0' CLEAR NG :i l / Orn O , LIMIT F ' lsi,::i. ::j1:i::i ie�::rcia;I ��� GARAGE.', CED / .,- -....... ' iiilli illii W CONSTRUCT 2 TIER RETAINING .� I I I i i i i ' i i i i i i • --- ) / / / Q ►"'! £L.22.5' 1 MIN.1' £L.21.7 I 1! 6„ WALLS AT 67'EACH O I I I ��i�t`r � I i �u. 7- MIN. - 22 21 116.6 p rn IIIIIIIIIIIIII' c�� '� v 21,3' fL.Z1.0' 8.0' I EL.20.9 1 'TI 1 C!� / 1 +1 1 1 1 1 1 1 1 1 1 1 1 PROPOS D O. TEP Q 66.5' 10.4 ALO. G DE C=}- _ / / DRAINAGE NSPECTIONS AR E REQUIRED EL.22.0 .: �- 3'CLEAN t/1 Z I PROPOSED - / i 20'4 Contact TO Engineering at 765-1560 befa �! 4' dia.APPROVED PIPE min.PITCH 1/4"/1' EL.21.5' 4' dia.APPROVED PIPE ca \ "? PROPOSED cV 1500 GAL. min.PITCH 1!8"/1' 3'CLEAN 8'dia. 8' deep 8'dia. 8' deep SAND Z 68.2' REWA NG \ / ♦ / _ Zxl>T1NC,ARDOR _ ' � ' 1 CABANA \ / / f C) SAND 1 �• _ / N 8'dia,6'deep �ia,6'deep, (EXISTING Backfill, 0 Provide Engineer s Certificatioc SEPTIC TANK COLLAR LEACHING POOL LEACHING POOL o ,� ; I '~ ti♦"°SSE/� d DRYW;LL Ln / DR )ELL ?C BE REMOVED/ / ' I _ 1 / �{ /POOL EQUIP"ENT L / - _ - I 1 I I I EL.13.2' - _ ` / 1 _ 1 STY. that the dr inage has been installed to Code / LOCATIOY JIF; s' •a,6'deep .- .1 1- - i / / I GARAGIE Q /O�� / ♦ /f- ♦/ Lr)N 1 PATIO I DRYWELL �/ ♦ _ / / ♦ _ / / 6.4' �1 11 MIN.3' a I1 / IYACOMOAi 1 I CABANA 1 ♦ / O I 8' I s' I 8' I , N / PROPOSED IMPER'01OUS DRIVEWAY _ GROUND WATER - - ._.._._- Y_ .._ ...__, ':: ♦ _ / ♦ / dia,8'd�p CATCH / i / GEN h � 'dia.2'deep 'dla,2'deep RYWELL BASIN / � / ( )•~--._--__.__ .. _-____....... _(GROUNDWAT£R)"==-.__._,::�-.__�:-.�.._.- _•... _. ..... s-:1_ _,.T_-�.-T-� i PROPOSED RETAINING WALL EL. 36.7' ---- 2 S S 2602413041 E EROSION SEDIMENT C=M()L9 s PROVIDE SOUND ATTENUATION LIMITS OF 50 SETBACK SURROUND FOR POOL EQUIPMENT Shall incl de but not be limited to: CLEARING A well ma ntained Construction Entrance, FROM BULKHEAD NOTES: SEPTIC TANK 3 (UNDEVELOPED) N / W / F Wire Bac ed Silt Fencing, stabilization& ITS MY WAY CLC Seeding 1).MINIMUM SEPTIC TANK CAPACITIES 15 1500 GALLONS. LEACHING POOLS - - - - - - g exposed and/or inactive soils. 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS. NOTES: N / O / F 1).MINIMUM LEACHING SYSTEM IS 2 POOLS:8'DFEP,S'DIA. C.A. BRAUTIGAN APPROVAL O STORMWATER 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A CONTROL P MANAGEME BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (CESSPOOL 150') Date: It N -T Code Cha er 23S REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. (OR EQUAL). / 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). �� Approved by l Gib, `� 1�1 O 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE E- MAX.TOLERANCE OF+/-114")ON A MINIMUM 3"THICK BED OF COMPACTED MAINTAINED. ^ 1 cn O SAND OR PEA GRAVEL, •• � W rte. 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL U 6).A 10'MIN.D15TANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. BE MAINTAINED. °O U Q GENERAL: SITE /'� �- DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A P ) ` A t ) r * 71 SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL - SCALE: I E■ 'I 11 (�1 SOI 66•••• `.�.1� .7 V /t.+. 11\`I/ FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE /' L 1 SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES, DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DFED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. �'^�) THE BOTTOM OF THE DRY WELL MUST BEAT LEAST 2 FEET ABOVE SEASONAL HIGH SITE DATA:• (' N WATERDISTRIBUTE UN FEDROCKAND BE AS LEVEL ASIONOVERSUBG POSSIARES ILS. UNIFORMLY . 1CT(� /I 1000-110-07-04 DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADF SOILS. ./ ��/� I' CONSTRUCTION: SEQUENCE �\ Cf) 4 � O FOR DRY WELLS,PROTECTION OF THE SUBGRADF SOILS FROM COMPACTION BY ° ( )F PROJECT: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: k ^ r ; CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. \J PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE - -- O t� N 4J CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS DARK BROWN LOAM pa c� o FROM COMPACTING THE SUBGRADF SOILS,DURING DRY WELL CONSTRUCTION, - - 1' OL 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROPERTY: 41,184 SQ.FT. ,95 ACRES 12 •+•� PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS O r+ x O ti AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE 0� M m LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD AREA 15 CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY WETLANDS: 1,218 SQ. FT, Grr BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL, BROWN CLAYEY SAND LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS Lr) a' TO HELP PREVENT SUBGRADF SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, SC BUILDABLE PROPERTY: 39,966 SQ. FT. c-+ DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED bA SHOULD RI DELAYED UNTIL PERMANENTLY OTHER CONSTRUCTION OEDRY AREAS THAT MAY 4' AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT y� TEMPORARILY OR PEILMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS - - DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF 20,000 SQ.FT. 1� i OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE. GROUND DISTURBANCE: AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, Ln U �+ USE OF THE DRY WELL ASA SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE Cn v (f� UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED 5EDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADF SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING HOUSE(TO REMOVE): 1909.7 SQ. FT. 100 CU.YD 25 CU.YD. W AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE. EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA Is SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE EXISTING POPCHIDECK(TO REMOVE): 438.1 SQ. FT. 5 CU.YD. 5 CU.YD. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PATIO(TO REMOVE): 422.0 SQ. FT. 2 CU.YD. 3 CU.YD. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 15 COMPLETED AND THE DRAINAGE AREA STABILIZED, PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAWING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. - SIJ STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE MEDIUM SAND A).1F THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. W COMPACTORS.A MAXIMUM LOOSE LIFT THICKNE55 OF 12 INCHES 15 RECOMMENDED. SP 8).1F THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR H PRETREATMENT: INSTALL SHORING. EXISTING DETACHED GARAGE: 393.7 SQ,FT. 1.00/0 - AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY U FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND N )• EXISTING BULKHEAD DECK: 414.6 SQ.FT. 1.0% - C) ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS, A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 1n THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED) DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS THAT CAN ENTER THE DRY WELL. TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. H 17' 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE. PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE: 2421.7 SQ. FT. 5.41/10 350 CU.YD. 100 CU.YD. (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH TESTHOLE DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ.FT. 1.5% 10 CU.YD, 5 CU.YD, MCDONALD GEOSCIENCE PROPOSED NORTH PORCH: 162.3 SQ.FT. 0.4% 35 CU.YD. 10 CU.YD, 12/26/2013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ. FT. 4.9% 150 CU.YD. 50 CU.YD. PROPOSED NEW POOL: 1,034.0 SQ. FT. 2.60/o 250 CU.YD. 50 CU.YD. HOUSE ROOF AREA:4151 SQ. FT. RAISED PATIO AREA:2000 SQ. FT. PROPOSED CABANA 168.8 SQ. FT. 0.40/a 50 CU.YD. 10 CU.YD. AT 100%WATER RUNOFF:700 CU. FT. AT 100% RUNOFF: 334 SQ, FT. PROVIDE (3)8'DIA. X 6'DEEP DRYWELLS MEETS & BOUNDS PROVIDE: (1) 8'dia. X 8'deep DRYWELL DRYWELLS CAPACITY:760 CU. FT. TOTAL CAPACITY: 338 SQ.FT. BY: P E C O N I C SURVEYORS .,� SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. V A 1 E I'. N 0 Y . ® V 1 3 BRAWN: MH/MS PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD g 1 SCALE: 1 20 DRY WELLS TO BE 10' MIN. CABANA ROOF AREA:445 SQ. FT. PARKING COURT&DRIVEWAY AREA: � _ AWAY FROM HOUSE ^ AT 100%WATER RUNOFF:75 CU. FT. AT 100%RUNOFF:960.3 SQ- FT. -.•• JOB PROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD. �• \� � �:; J AN . 17, 2 014 ( 0. H.) i•. G November 21,2014 '= SHEET NUMBER: ` 0® ° PROVIDE(1)8'DIA. X 2'DEEP DRYWELLS PROVIDE: (5) Vdia. X 6'deep DRYWELL �`` DRYWELLS CAPACITY: 84 CU. FT. TOTAL CAPACITY: 1267.5 SQ. FT. TOTAL: 6846.7 SQ. FT. 17.2% 1152 CU.YD. 413 CU.YD. t CERTIFIED TO: SCDHS# R10-14-0076 SURVEY OF PROPERTY ALEXANDER KORNAS & GEORGE KOFINAS A T CUTCHOG UE AS TRUSTEES OF THE TOWN ]�T �'I �l T T T ]� ALEXANDER KOF/NAS 2011 GST EXEMP77ON TRUST 1 0 /►,1 V OL' I�7 0(J THOLD DATED SEPTEMBER 30, 2001 SUFFOLK COUNTY, N. Y. FOR THE BENEFIT OF DEME7R1 KOFINAS 1000-110-07-04 SCALE. 1'=30' NOV. 20, 2013 JAN. 17, 2014 (B.0.H. & TOPO) MAR. 24, 2014 (PROP. DOCK) JULY 22, 2014 (PROP. S/TE PLAN) JANUARY 7, 2015 (FOUNDATION LOCA 77ON) NOVEMBER 24, 2015 (FINAL) . JAN. 11, 2016 (REVISIONS) FEB. 2, 2016 (REVISIONS) Yaccarino 11-66-2015 R1 3�R ' 31 �+ �N 40 ooG �o Q E r~7 Ag. , JMam` WELL PIT f 0 �M��g �(FR JPS"ONS 5 5 M °p5 N ��33ti N6 / NP 5' st0�'E�p`y o %p- -- \NANO �pJ uo i F•p � � s -. z A,�. 0 '(\ y '` '&'—ORp\N ""p ?i tiN cis M°RpN �� o� /G \ �o <OG -7 �S _ �� cap �A pP --26 O . ---- - cr. G R --- \ 9 �v P, SD �y5 JA SEPTIC LOCA TIONS A B �� ��u S�dR ST 15' 26' pscN` ------ P ; O LP1 20' 15' �s IPA NCp F E O T LP2 �' `~ _ 9�-- yti�•E Z03 \ 31.6 38.6 J�0,� CLEAN OUT LOCA77ON \ �A Qo��" l s A B 9N � °°� \ N 1�4. °. C.0. 15' 15' °�° - \ ?00\- lk IN ' TEST HOLE DATAILA - MCDONALD GEOSCIENCE � \_ _ - 10 ' 12/26/13 �, \ N �I�'P 3 ' �// RE`p\ws Cad f) 16 0 X001D �P DARK BROWN LOAM OL C\4� �J BROWN CLAYEY SAND SC Ok„t1 ,NO°� �• �� 1V PALE BROWN FINE SUFFOLK COUPJTY DEPARTMENT OF HEALTH SERVICES TO MEDIUM SAND SP 1 APPROVAL OF CON2,TRU0TZD WORKS FOR A,SINGLE FAM',LY K-SMENCE At\f7 Qf 'Bedroom Pool6use. 17' y�o OGt� FB 0 5 2016- N.S. R #.►���. R 10-� - 00 7 - - ---- - - _.. - - -.. ---- - --- - ----- - - --- ---- - - -- ------ ------ ----- ---- - _ - ""'�1/-w"r -K"to at this iowtlan hpve 6��a - - P Inspedod arld/er Wftlf..x!by tNal C PA&nent or pllb^t-s��nalts and found to be sa5sfaciccwy FO,RR T TAL� R't114 OF( C.EDR40MS. Weltcs J.Hi'beK,P.E., `nt Oft t:e of Wasteweltsx Menarnk ent tis` '88 ELEVA]IONS & CONTOUR LINES ARE REFERENCED TO NA VD ANY AL7ERA710N OR ADD177ON TO THIS SURVEY IS A VIOLATION j j NO. 49618 OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. FEB - 9 2016 PECON/C SURVEYOR, .C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICARIONS AREA -- 41 '184 SQ. FT. ( ) ( ) HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 631 765-5020 FAX 631 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �- — ----------- - -- ! P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. C1230 TO TIE LINE SOUTH D, N.TRAVELER STREET 13-286 REVISIONS: N / 0 / F PAT LAVARONE (DWELLING,PUBLIC WATER) 50'SETBACK 8'dia,6'deep FROM BULKHEAD DRYWELL / N V` I Il `Y) 16 I 18 20 / 22 / 24 / 26 2832/ / 30 303.3 1 / ��vy SERI C__TII-BE _ / / / - - - - - - - - - - - - - - - - - - - - - -�- - - - - - - - R)TAINING WALL - / / LIMITS OF // /............................_.................................................................. .. _ ................. v O I ' CONC.STEPS& FARING r ' ^ ` WALKWAY d la, eeprn ON GRADE ............ 4WELL w/ CONSTRUCTION DUMPSTE • = I 1 / I WALKWAY 8'dia,4'dee .....=.n TEST HOLE / TO REMAIN ON SITE FOR ::= P A v I / I / DURATION OF CpNGTP.°El'I \`fl/7 _ EL.24.1' DRYWELL w/ XMPERV.I.OUS"°`:""::-: PLANTER PLANTER Ln (D CATCH BASIN _..::,�:::=f312IVEWAY / 34 ' 69.0' 3 .4' 15.5' 9.2' 11.0' :::.: :: /1 .91 PORT-A-Vy�T REMAIN l r... I ° 1 I N /RAISED PLAa4 ER 0 / _ ON SITE FOR RATION / O 1 - / ^ ::' /•_.-::: :�:::........_::::�... \OF CQN CTION 0 ! / LIMITS OF / I PATIO / / F!' ( .:IEP 1 �: CLEARING C6NCRETE 3.0' 7i2' ASH OUT ' o I ° I ------ r it................ LOCATION / 0 7z M 4 j Q STY - W M I i 7C / I -_ ��__ FRAMED N _ / 8'dia,4'deep IMPE(VIOUS W / / / (� r LU 10. ' / I �, POOL _._._._._._._. HOUSE civ: +' V DRYWELL v# DRIEWAY \,W OCie Z EI -•-•-•-•-•-•. >:,° I`,; 1 CATCH BASIN' j` / P E C 0 N I C m / I Oi� 14.5' �'..` ;1'ARKI G /, / / WEX.M GIC z I W I ____ _ O`:p /� / I�y, (16D�) O 62.5' ; 5.2' ,• / tlla, deep � B A YLU , 36 I � COURT�� � � I �- �; (DWELLING,PUBLIC WATER) IE = I 62.2' I 4. 4 20.0' 12.9' �;I .7' , ¢ TOP SOIL SCREENED :;;,� LOCATION r / RAISED PORCH i pao ' , PATIO r;___ _ ® GARAGj , r, BURIED PROPANE v O ' N, , , , , , ZH•.O". cMv TANK(LOCATION TBP) rT1 n / m --{ LIMIT OFCD P r O CLEAR NG Iliiiiiiiiiiil / 2 O 1 ' i i i i i i i i i i i i i i ' �� ------------- -__ -_---- / iii ' ' ii - 7 7� 1 D O I I VI WOW 116.6 111111111111 . . la, e 11111111111111 CONC & WA - `' - . : N � O 'r7 66.5' � 1. . . . . . . . . . . . 10.4 . / -----�----- -- - -•• D TCw BASIN / I Z I I 1 CABANAS RETAININGWAL - cV 17, /ia4/de. EXISTING ARBOR20 4 CN Z 68.21Iz ' - 1/ Lq / TO BE REMO E ' MEXISTIN EEQUP ENT 8' +8 Mj IMPERVIOJS DF�IVEWAYGARAG� _ I «ATON .F, DR ELL 8p O / / / I . 0 1 / C / y N 1 I 1 D(2YWELL w/ : / 6.4' O C y r _/ �ATCH BASIN / / CN '� GEN ;! in 8'dia,2'deep / 00 DRYW LL 2 r i i RETAINING WALL S ^602413 0'" E EL.36.7' 2 I PROVIDE SOUND ATTENUATION LIMITS OF 1 50'SETBACK SURROUND FOR POOL EQUIPMENT CLEARING FROM BULKHEAD N / O / F ITS MY WAY LLC CAI Q N / O / F 0 ;:I� C.A. BRAUTIGAN n (CESSPOOL L'0') CIS Q �} o �- o 00U -77 RECEIVED GENERAL- SITE PLAN AUG 13 2014 DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL SCALE: 1�� - 20'-� FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. ZONING BOARD OF DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION LTJ E U A S H A V E N U E ApPE�s� WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL ZBA THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH Fing Dept copy fromal reviewed documents, WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY SITE C l, DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. DATA: SCTM # 1000 110 07 04 Dat F /�V r-L N W CONSTRUCTION: FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOUS FROM COMPACTION BY • C7 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL 0' SEQUENCE OF PROJECT: DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE U DARK BROWN LOAM 0 MM CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROPERTY: 41,184 SQ.FT. .95 ACRES PM � FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, _ - 1' OL t- PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS 0 `� X O AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THEIt LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY WETLANDS: 1,218 SQ.FT. 4.4 � � BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL BROWN CLAYEY SAND TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, SC LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION iONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS a� � DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED BUILDABLE PROPERTY: 39,966 SQ. FT. �y � ,.-1 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 4' AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT0 O `r U p, TEMPORARILY TOR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS - - ,� " It •�+' DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF v cn In *•' OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE. GROUND DISTURBANCE: 20,000 SQ.FT. 0 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, �j (,� r-4 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE 011 '0 �_, UNAVOIDABLE.EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. N GJ y ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3 SOIL CONTROL: EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING HOUSE(TO REMOVE): 1909.7 SQ.FT. 100 CU.YD 25 CU.YD. 4/ W AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR F-I DRAINAGE STABILIZED. SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS EXISTING PORCH/DECK(TO REMOVE): 438.1 SQ.FT. 5 CU.YD. 5 CU.YD. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PATIO(TO REMOVE): 422.0 SQ.FT. 2 CU.YD. 3 CU.YD. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA t IS COMPLETED AND THE DRAINAGE AREA STABILIZED. PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE MEDIUM SAND A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. W COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. SP B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR PRETREATMENT: INSTALL SHORING. EXISTING DETACHED GARAGE: 393.7 SQ.FT. 1.0% AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY U FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). O RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND EXISTING BULKHEAD DECK: 414.6 SQ.FT. 1.0% - - ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. (n THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH (n CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)I DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS THAT CAN ENTER THE DRY WELL. TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. IM UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. N (-4 17' 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% 350 CU.YD. 100 CU.YD. (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH 1 TESTHOLE DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ. FT. 1.5% 10 CU.YD. 5 CU.YD. x$ PROPOSED NORTH PORCH: 162.3 SQ.FT. 0.4% 3tn5 CU.YD. 10 CU.YD. McDONALD GEOSCIENCE 12/26/2013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. x� PROPOSED NEW POOL: 1,034.0 SQ.FT. 2.6% 250 CU.YD. 50 CU.YD. HOUSE ROOF AREA:4151 SQ. FT. PROPOSED CABANA 168.8 SQ.FT. 0.4% 50 CU.YD. 10 CU.YD. AT 100%WATER RUNOFF:700 CU. FT. PROVIDE(3)8'DIA.X 6'DEEP DRYWELLS MEETS & BOUNDS DRYWELLS CAPACITY:760 CU. FT. BY: P EC O N I C SURVEYORS SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. DRY WELLS TO BE 10'MIN. CABANA ROOF AREA:445 SQ. FT. DATED: NOV. 2 10� 2013 PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD DRAWNSCALE: M 1/M20, AWAY FROM HOUSE AT 100%WATER RUNOFF:75 CU. FT. 1 JOB#: JAN . 1 7 9 2014 CPROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD. August 13,2014 Oo ° PROVIDE(1)8'DIA.X 2' DEEP DRYWELLS SHEET NUMBER: DRYWELLS CAPACITY:84 CU. FT. TOTAL: 6846.7 SQ.FT. 17.2% 1152 CU.YD. 413 CU.YD. S. 1 REVISIONS: N / 0 / F PAT LAVARONE (DWELLING,PUBLIC WATER) 50'SETBACK HAY BALES/ FROM BULKHEAD SILT FENCE / N 26 16 18, 20 22 24 26 / 28 30 O 32/ I 1 1 I t I! m 111 PROPOSE £ ?FE77 D O -ii'EflS 6- _ _ -- - --- _ - _ --- - - - ^-- - - - -- - - - - EL.4.1 x WALKWAY ON GRADE O I ( I PROPOSED RETAININ WALL TEST HOLE I/ EP\I / CONSTRUCTION.Dump IER LIMITS OF / 1 1 _ i oIiRATION OF CONSTRUCTIO FARING -^.:"""• TO REMAIN ON SITE FOR ' LL '+ ` , o n I 8 dia,6'dt ep /EL. 4.1' ♦ ♦ r., - / ♦ ♦ ASPHALT OR C� C I I �RYWEL - J COBBLESTONE * j� I I I ' PROPOSED CONC,STEPS& \HOUSE♦ » ��,,� PROPOSED � m 1 WALKWAY ON GRAD / - R "(1 SEPTIC SYSTEM / /PROPOSED :::. $IdRYWEL N. I P LP IMPERVIOUS L7 69.0' PROPOSED PLAN ER 9.2' p mtn : (}�° :' / DRIVECt1AY 34 Ln HAY BAY w/ SILT FENCING 3 .4' ,�� 15.5' 1i.0' _ � I / '..; PR'bPOSED N ,8..-. s. ,\ � 137.9'x.. - = p / I 1 ' N RAISED PROPOSED EXISTING SEPTIC TO BE / b 8'dia,6'deep , PO�.T•A;AV T6 REMAIN' 1`1 LANT oNs:xEFoaouRanov DRYWELL LIMITS OF LIMITS OF CLEARING TO 8E I I j '• ! ! j i ; j w ; i I q / 1 J PATIO ER REMOVED PE SCHDS REQ. LIMITS \ ♦/ NO MORE THAN 20' FROM Iii ! ; > p F -1 % ' r CLEARING I ;r .-. :.,.. f ,-'a REMOVE DECK AND I TT1 PROPOSED WORK AS STORAGE SHED BELOW m x / I J ( 1 3.0' 7.2' j / STRIP RAIN / `: , G ]� ` R 7 1 .I�:=_-:_:_'_:_-' CONCRETE 1 INDICATED ON SITE PLAN70�� to' / --=.`-_- _ / z I D NON-TURF 1 O .F-._. - .--• } U / ^„ 1 BUFFER I / "_'_'trC3'_:_' WASH C)UT / M I I I .. bo Lw O !E /.___ LOCATION I / m -i PROPOSED NM 06 o PROPOSED _ ^ 10-0, I x _ _ ; (PROPOSED :t'_:=:_:_:_:_:= PRpPOSED 2 STY. Q:� , IMP R 1 / - / / LU / L " ______ i E VOUS - _ w Z o POOL " ' = _;_,_;_._._._ FRAMED HOUSE >' I: DRIVEWAY I y W I / ® � F-- t� f =- -'-•-- ':.0'- '.,,Hoose ( / .,:"� _ ♦ / / - (160') O < rn / �( > _ . . ,,. �,,_ / / ' / EX. CSC z C /''"� A, t I 148 &dia,6'dee P E C 0 1 V 1 C 62.5' O'I � / BDR EI.Lp...;:.:;. / DRYWELL p � t / I / WM Uj U 5.2' BAY l / ti / ,i PROPOSED 2 / 36 Q C / - I li 1z.9 ........ i ; R_-1 FAKING / _/ 4. < 20.0' 1 .T ?_ z TOP SOIL62.2' COURT LOCATION ' V1 m �7 PROPOSED SEPTIC SYSTEM DETAIL rt I I i'I 7 PROPOSED '� PROiSED n %� 06 I I II SCREENED / / / FIN. FL. I r, RAISED ,� t2.$' / / w n EL. 6 5' (NOT TO SCALE) w 7` /M PATIO �' ,'PORCH `� 1 MET�ANb�TICA ANE / w Q $ O I / N PROPO,Sb BP / ?� II d -{ LIMIT OF daaas':a^4:1 l !:A r 1 �, / r/�l b N ) m O I CLEAR NG l � ` ........... ... ............ r- GARAG 1 22 FIN.GRADE:EL.25.0' C ._--- E CONSTRUCT 2 TIER RETAINING _ .� C! I l i i i i i i i l i i l .`i / WA / I 22 2 EL.22.5' MIN.1 MIN.1' 6„ 2 ( �41 A I I �i�'�n �... J 116.6 EL.21.7 WALLS AT 67EACH ^ �I I i 1 1 1 �G� Ce O . . . . . . 21.3' 8.0' m � I� � I I I I I I I I I l l l ) I I Sw� - ; _. EL.21.0' ❑I EL.20.9 1 11 1 1 1 1 1 1 1 1 1 1 1 , PROPOS D� ON TEPS I G Q 66.5' 1 10.4 _ "L�]G ADE / / 1 Pao EL.22.0 4"dia.APPROVED PIPE min.PITCH 1/4"/1' EL.21,5' 4"dia.APPROVED PIPE X CLEAN I t/1 W Z PROPOSED " PROPOSED N / / 20 4 / e; min.PITCH 1/$"/1' 3'CLEAN SAND v'1 > CABANA RETAINING \ / _ CXlST1P1<,,AP.BC?it _ ' nj 8'dia,6'deepia,6'deep, / �EXISTWG HOUSE / `l-O BE REMOVED / Z - `t f d' DRYWELL i11 DRYWELL n, 1500 GAL. � SAND 8'dia. 8' deep 8'dia. 8' deep COLLAR � 00 65.2 WALL , / / _ \ / _ `, / I �.,I 1 STY. / a SEPTIC TANK COLLAR LEACHING POOL LEACHING POOL _ _ i a / l i I w _ d _ G /PUOCATION DENT , ♦ I- " 8 a,6'deep / F - - - - 1 fl / I EL.13.2 I I I /per / � ♦ // ♦♦ N( PAT:o 1 DRYWELL �J.- � � ♦ / � _ 4 / / � I GARAC>lE 6.4 (/��)• f ( MIN.3' .r Q 1MKWOL M,H I I CABAkA I _ ♦ / / •-.............__- ' / ' �I � PROPOSED IMPER'GIOUS DRIVEWAY 8' 1 8' 1 1 8' ' / [V ♦ / �I / dia.8'd P CATCH _ 1 i /��] n I Jr- _--._. ep YW LL 1 _._------_�-___ K_-:•. :� <._ _, ._.._."__......._,_ �:_��:._ ��-r.; .7K ?ECt`�".:L71aRY�EtL_�-, ..R_1. E.,Z_:�::�_lBA -� - 51N -(GROUNDWATER)"��.:-=-____.-_..__.-.��__...�-;:.;----._.--. .,.--__._-.-.------------ _(GROUNDWATER)..----___.-..,_...___._.._.�._... _.._.. i i PROPOSED RETAINING WALL, EL.36.7 2 PROVIDE SOUND ATTENUATION =CLEARING 8 26024'30"' 50'SETBACK SURROUND FOR POOL EQUIPMENT SEPTIC TANK 3 FROM BULKHEAD (UNDEVELOPED) t` NOTES: ITS MY WAY LLC 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. LEACHING PQQLS 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT N / Q 28 DAYS. NOTES: �- 1)_MINIMUM LEACHING SYSTEM IS 2 POOLS:8'DEEP,V DIA. C.A. BRAUTIGAN 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE CESSPOOL I5�') REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. (OR EQUAL). 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL), 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED MAINTAINED. SAND OR PEA GRAVEL. W C) 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL �, U 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. BE MAINTAINED. y `�H O Q °O U SITE GENERAL: F C A �+ DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A 1 (� '-• Q U A .7 H A V E N u p- SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING.CAUSE SURFICIAL SCALE■ 1" '� 2®'-0' L•• FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE ASLE'VELASPOSSIBLE TOUNIFORMLY SITE DATA. SCTM 1000-110-07-04 H ++ DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. • O H CONSTRUCTION: S E U E N \s.E ®.�./ F P R V J E it T• FOR DRY WELLS,PROTECTION OFTHE SUBGRADE SOILS FRO:dCOMPACTION BY DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: x ^ E CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL _ m r O PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE DARK BROWN LOAM CIl v , CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS.,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROPERTY: 41,184 SQ.FT. A5 ACRES FROM COMPACTING THE SUBGRADE SOILS.DURING DRYWELL CONSTRUCTION. ^- _ P OL PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION. EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS O '~ X O PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE PROPERTY WETLANDS: 1,218 SQ.FT. S� , LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM,THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE TS BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. BROWN CLAYEY SAND LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 0 z TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, UILDABLE PROPERTY: 39.966 SQ. FT. � 4-. \ DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTILALL OTHER CONSTRUCTION ScSC PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED 60 SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 4' AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT c TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS - -' SYSTEM. IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF 2 ro DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 20'000 SQ. FT. " OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE, GROUND DISTURBANCE: Ei U AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES,SIMILARLY, all � U r.., USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED,WHERE ell UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. a E 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE EXISTING HOUSE O REMOVE 1909.7 SQ. FT. 100 CU.YD 2S CU.YD. W co SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO (T ) AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE 15 COMPLETED AND PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR DRAINAGE AREA STABILIZED. SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA 15 EXISTING PORCH/BECK(TO REMOVE): 43$.1 SQ.FT, 5 CU.YD. 5 CU.YD. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILLTHE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION,OVER DIG EXISTING PATIO(FO REMOVE): 422.0 SQ. FT. 2 CU.YD. 3 CU.YD. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA I5 COMPLETED AND THE DRAINAGE AREA STABILIZED. PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. -- - STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE MEDIUM SAND A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3•4 FEET. W COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. o SP B).IF THE EXCAVATION 1S DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT 45 DEGREE ANGLE ABOVE 4 FEET OR PRETREATMENT: INSTALL SHORING. EXISTING DETACHED GARAGE, 393.7 SQ.FT. 1.00/0 u AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). o EXISTING BULKHEAD DECK: 414.6 SQ.FT. 1,0% � ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS _ THAT CAN ENTER THE DRY WELL, TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED, N H _. 17' 5 PROJECT COMPLETION: FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% 350 CU.YD. 100 CU.YD. (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS. INSTALL CATCH BASINS WITH EST HOLE DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ.FT. 1.5% 10 CU.YD. 5 CU.YD. PROPOSED NORTH PORCH. 162.3 SQ.FT. 0.4% 35 CU.YD. 10 CU.YD. McDONALD GEOSCIENCE 1226 12013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. PROPOSED NEW POOL: 1,034.0 SQ. FT. 2.6% 250 CU.YD. 50 CU,YD. " HOUSE ROOF AREA:4151 SQ. FT. RAISED PATIO AREA: 2000 SQ. FT. PROPOSED CABANA 168.8 SQ. FT. 0.40/a 50 CU.YD. 10 CU.YD. AT 100%WATER RUNOFF:700 CU. FT. AT 100%RUNOFF: 334 SQ. FT. MEETS & BOUNDS i PROVIDE (3)8 DIA. X 6 DEEP DRYWELLS PROVIDE: (l) 8'dia.X 8 deep DRYWELL DRYWELLS CAPACITY:760 GU. FT. TOTAL CAPACITY: 338 SQ. FT. BY: PECQNIC SURVEYORS SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. \ A) DRA)A��: MH/MS DATED: NOV.®V. 2 0 2 013 PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD } ^+�h., - DRY WELLS TO BE 10'MIN, CABANA ROOF AREA:445 SQ. FT. PARKING COURT&DRIVEWAY AREA: 5 ? �,;.. -_ � � SCALE: 1 -20' AWAY FROM HOUSE AT 100%WATER RUNOFF: 75 CU. FT. AT 100% RUNOFF: 960.3 SQ. FT. PROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD. ,�, i 43'd JOB#. ® JAN .. 17� 2014 ( w` �������' _"L � November 21,2014 • 00 ° PROVIDE(1)V DIA.X 2'DEEP DRYWELLS PROVIDE: (5) 8'dia. X 6'deep DRYWELL _��1� o c t ' SHEET NUMBER: DRYWELLS CAPACITY: 84 CU. FT. TOTAL CAPACITY: 1267.5 SQ. FT, TOTAL: 6846.7 SQ.FT. 17.2% 1152 CU.YD. 413 CU.YD. CERTIFIED TO: SCDHS# R10-14-0076 SURVEY OF PROPERTY ALEXANDER KOFINAS & GEORGE KOF/NAS A T CUTCHOG UE AS TRUSTEES OF THE TOWN OF SOUTHOLD ALEXANDER KOFINAS 2011 GST EXEMP710N"TRUST DATED SEPTEMBER 30, 2001 FOR THE BENEFIT OF DEMETE7RI KOF/NAS SUFFOLK COUNTY, NY 1000-110-07-04 SCALE: 1"-30' NOV 20, 2013 JAN. 17, 2014 (B.O.H. & TOPO) MAR. 24, 2014 (PROP. DOCK) JULY 22, 2014 (PROP. SITE PLAN) JANUARY 7, 2015 (FOUNDATION LOCATION) NOVEMBER 24, 2015 (FINAL) JAN. 11, 2016 (REVISIONS) FEB. 2, 2016 (REVISIONS) APRIL 19, 2016 (REVISIONS) Yaccarino 11-66-2015 ' Po", V let t 3� V �0 00 o G e• Mho E PJ9 �? 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(6 ) -765=5020 FAX (631) 765-1797 HEREON ARE VALIO FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 774E SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. TO TIE LAVE 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 13-286 REVISIONS: 92'-6f1 9'-0" 9' " 5 -9 1 C 45 -0" —41h 13 - 41/z" 1 Dee Ded aSTON STEPS// •.r o• d 1 . •• o. d 1 . .• o• —�� / / / ,' / / / % / 12"WALL FOR GUNITE POOL o' ' O i w uj i ,a ADJUST WALL HEIGHT FOR ° OVERFLOW - s'Q 1 U VERIFY WALL v , u, , , [LANDING] , , z , [LANDING] Dr I f PLANTER[ WITH LANDSCAPE / ;n ° <" o OVER FLOW (EDGE-LESS i a1 Ln ARCHITECT PRIOR / ' 4 ; , ; ; ; ; t ; a p i TO CONSTRUCTION I ba 1 ° f ' D• D v O' D �v d' D v D' D CC`VI I a d - d • p -; Tl D ��Dda • o•' p G,G d . d,-• .']:...a. d_ D •..:.- e . e"�. .4 1 ;" D d •� .'7 d -D d • .--.�d4a4. d • . d • d . . a d • d • . 7 a d • d • 1 2"W. 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G� N �q #5 REBAR ew @12'OC COMPACTION TEST REQUIRED(FEES TO BE PAID B1' °v . c PL TEF1 / a 0�, C o 24"(TOTAL)CONC.WALL OWNER)TESTING TO BE PERFORMED BY SOIL 4 • n (INCLUDING 4"SHELF(2 p 12"WALL FOR GUNITE POOL v Q RAISED PATIO ;' Z i ' , + MECHANICS DRILLING,516-221-2333.GENERAL I (16"TOTAL FOR PATIO SHELF) v SIDES)WALL FOR PATIO)w/ CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. °•a 36"X12"CONC.FTG. .a ADD 8"X12"FTG.ALONG • } - Df PERIMETER AT PATIO ' ; °a Ln E^ ' 16"(TOTAL)CONC.WALL v D d I Q C7 a (INCLUDING B"SHELF O A WALL FOR PATIO)w/ 4 48"X12"CONC.FTG- ° •� .. » f » , » ai 0 10 —IIIb 121-2t9 D a 45'-0" ,�R 11'-41/2" D i ,''' O O 4 4 12"WALL FOR GUNITE POOL a per ,"•P 4 p q •v > 16"(TOTAL)CONIC.WALL ° 4 16"x16"CONIC.PIER,REINFORCED WITH 4 . (l6"TOTAL FOR PATIO SHELF) v (INCLUDING 4"SHELF % I (4)#5 REBAR(STIRUPS AT 12"OC)WITH ; ADD I8"X12"TE FTG.N,L IO as` °4 o l 36"x36"x12"CONC.FTG.,REINFORCED PERIMETER AT PATIO _______ ______ _ _..r-. .__- -- -- , WALL FOR PATIO)w/ ° ° —�-� WITH(4)#S REBA0.EACH WAY 48"X12"CONC.FTG. ' - <rp L� - 5L,_ p . �� o. . �� . . D :. 1� �> . _ . p . . . , / / •. v p 4 P �. 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DxAwN: Mx/Ms �i ,._ s AND REBAR SPECIFICATIONS �'_ * < REVIEW LOCATIONS FOR PATIO SHELFS, CUT- SCALE: 1/4"=1'-0" (� a a t a { E W PR.OJE "'T NORTH : TIE-INS, JOB#: OUTS REBAR AND REINFORCEMENTS, NOTE: '+ s �' / ADDITIONAL (EXTENDED) CONCRETE WORK. May 21,2015 N REVIEW SHEET A-19 FOR r :, '��, rtZ` 3 '� WITH WALKWAYS/ STONE STEPS, NOTCHED SHEET NUMBER: INSULATION REQUIREMENTS �� WALLS (FOR FLOOR JOISTS), etc. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS '_�� • MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: W �J G w � w � o G w 1-3,/4X11-7/8 ML RIDGE 12 OL . 4% 2X8 DF#2 CJ @16-'OC 2X8 CL.CEDAR PJ @16110C 3-1/2X11.1/4C•VOLMANI2ED , PARALLAM(BOX IN w/1X12 CLEAR CEDAR) POOL DOUSE _CABANA 14X14 FG COLUMN Q.� (RAISED PANEL) 6X6 ACQ POST la-�'M PATIO GUNITE POOL PATIO �zj I - - r46• n �F A,a.6 t, (-(-=-r'_I.,.-=l�:.(., :_::-1-I-_�-I_�li__a-I_,._IlI.Ii.II_i 1_!�._I.�__'�I_.Il-lI-:_i„I___I_..__j._:i.:..,i:_I1.:,_II�;I 1._'._+I_I_,I_..I____:I;r O ,Ds• _-._.I I�II-�11/IIVELDED.WI.RE F. 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WALL r' o .'•' o .'a G 16"CONIC. u O o• o e• e a o WALL o e ° 446 oa 4446 .446' 4Da C+a .446 46 4 • • y i .p.��•.d� 9: �p.�-o.d r' O .'► 's' O .'r' A .'r• O .'►' O .'s' O ,'•' O .'r' O .'►' O .'•' 0 .'a' O .sr' 0 .'►' . •°• A [:- 46'4 =- - 48"X12"FTG. 30"X12"FTG. 36"X36"X12"FTG. 48"X12"FTG. d 12"LIFTS TO 3000 psi TO 95%DENSITY ASTM D-689. � +� E COMPACTION TEST REQUIRED(FEES TO BE PAID BY SECTION �..OWNER)TESTING TO BE PERFORMED BY SOIL � MECHANICS DRILLING,516.221-2333.GENERAL SCALE: M ° `�' ;;za CONTRACTOR IS RESPONSIBLE FOR 1/4” V ARRANGING TESTING. Pa rn m o ed '- ti4 a x v Lo rG Ei cc At >000000 la 0 N d d i I DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: May 21,2015 SHEET NUMBER: A.44- �T R REVISIONS 0 ° 00 — ------------------------- ---------- – — - J' Tit TiAlml ,1, e--i ------------------------------ -- - ---- -- - Ln - it 1 C LCL, FT T I ; ,1 1. .L i �( 1-F,!-L- - - -- 4 }l ��` 1 + 1 !. '?". 1uL. -''`r1r�-i�-�_'�-�-LT t _ T L.141T_ I T. ,—•-r-•L i Hill T �— �l L a i t i— �1 � -�1 rr,7ri1li -rr -fir • _ T''� 1,-4 I� 74�: l.w� i_'—:,,i -- �-+ Lj PROPOSED NORTH ELEVATION H SCALE: 1/8"= 1' W O zn H _O O Z 7 W O A W cn ------------------------------------------------------ w ..r�Y 1 ! 11 1jj if Lill O ✓�__--- _—- - _- -- __-_-- - _--_ ",:._-iT ,aT�.� --r`-`-r'--' - _� �-�--- ___ ___ --- _ -_ ___ _ L1,.11_• _�.yr�i��' ;J,,..� Z I 71''j-'�r TT c Wim_ 771 1 --- -- < z TIT - - . i - - -- - - : 11 it i•—,,- ->->- ,� , - ------- -- - _.,____�.--�_ � --'=_�� to T ,,,.17&11-. lel j , ."r I f ' 9 ���� i r fr�, I i' •i C�.',.�_� _L}I„� ,� j a l !J F O —` 1LAL.I ..+ -Y r ..__r E I l�>{ r-- , •I 'f t I•, , p _ ii1'r1,1 � t_. _ _ I ..�i1 � -'r ..t'}`•�'4.-,T�* �'�•—�t�K:_'` _ st.;._ '�, , r ) i1 -' /"•' '_'' 7 ,f '-ii K`....; _ �. `, TT- �L j r t1i r` _k. T 1 j r it ' .. .. .tea••-' '— T _ 1 I T—_, ..f� - 1..1,.1 .i_L':-,_1.i_L:i ,�i.1.. � ) '� � "1,...1�'- 1 .�.,.1 i, '� •, _ `:Y-� --' - - - - - -- --' - i�-., _ ,��,,. -- _ - _-,�..�,y� } : 'i .�- t- ( t1 L,1 ���7Lr : �i4. Jia• 'n.,.c J if r �Ny} `i: `; 7;' PROPOSED WEST ELEVATION SCALE: 1/8"= P DRAWN: MH/MS SCALE: I/4"=1'-0" JOB#: May 12,2014 SHEET NUMBER: REVISIONS – •—•----------------- Q1 Ri r+] rl _• - ; .,;1. _--1,i- ._.__-__ ���.�- 4r.-,1-t,-,s-.+tr.:-..,_s'-L+__ _ ,-ii_ir�-J_,L...,L'.1_.;__t.i.�.1 r,:�..7J-._}t-11_.!..1 _ _ ' _� 4-i- �i\� � � x0 ,c, r-�4 1 J p ® ® � JriY111 ® � ® �:rj �5. 41 j` /,' L i_rs:,.- i1 .amu, Ile00i CJ r-r `�� I s 47---i ti n- _i O rff ? 'f i , �?' —• — -.1 �,z _"1l i4-�- '..-�� �,sr, r-`w-..-- _'—'_ ,�:= v 6 }� `���,-l�*;'-� >-�`, r f,-/r`t"> �,.:_ yt�f'`,,�., y-}'. � �--� ,- i�'?� 'r R �-;��" �` '""„-�4`'-�-.�''"`�.-.� `^�-, '--2__)�f .p + t.��. r,.-�” i;-cb"'�`'-�,�``-•{S 1� f� "`'T �l�'r`. �M�! F`4+i U E-' PROPOSED SOUTH ELEVATION SCALE: 1/8" = 1' W xz ao � o off � Qw � oW L� o ' — -------------•------------------------------------------- — O a. - — a — �l1 7 .11 J.rLt�1 '_ rLi -- I' i J-f-`I`�- Ll ? � Z i'4'. -- — _----- -. ——— -- COO/ W _ _ ' ij CO 0 ' - W :.��� _ �L. � 1,1-•-r ,1 � - ��I i r ,�,� t- , il --j'�Z`,-�J.� J I.7�t_ � i 1�.- T1� ;1-,;.--�,-�,-�.�;-:-�r,� , ~ 1` � I`•`r^t.`' .1-1 I IJ_ 1 �,�- :::t•,, r u.. -`-�'.`"�' .i �•_ '1?"' 5-�._. 9. }_-- _ .,} M 110 11 VA 111111. T L - T-)-T� :' %`; - Ts-� "p'�,1'(•n,.,.?�JP j iy� ,�..a. � ei L;L PROPOSED EAST ELEVATION DRAWN: MH MS SCALE: 1/8" = P SCALE: 1/4"=1'-0" JOB##: May 12,2014 SHEET NUMBER: REVISIONS 44'-7YV 47-0' OVER FLOW STORAGE 45'X 20'POOL CABANA 1 -RABED PATIO) 1/2 BATH r'7'1 Lrl o 'zo -j ----------- 41'-6' L - ----- - - ------------ ------------------ -- ---------------------- ---- ----- - , , U - ------ SCREENED, PORCH -j C) ------------------- DINNG ROOM lj 171 .................... ..... ........ .... �47 ---——----- - ------------------- ---- ....... MASTER BEDROOM �D --n LIVINr,Udlm --- F-111/2" - 1L1 -- . . .... . .... ----- ------ - F� 7 . . ......---- E------------------------------------- O O WALK-IN CLOSET N H KITCHEN ...................................... 13'-5' MASTER BATH 1 00 000017l R ...................................... orric <L o 0 > BATH....................... --I . ENTRY HALF l Z MUDROOM O 0 LLI 0 W GARAG ct .... ... ... COVERED PORCH Eli nniw C b ........................ 23'-0" 91-81 28'-10" 16-1111W DRAWN: MH MS SCALE: 1/4"=1'-0" JOB 4: PROJECT NORTH 1ST. FLOOR PLAN May 12,2014 SCALE: 1/8" = 1' LIVING SPACE: 2394.1 SQ. FT. SHEET NUMBER: A- 3 REVISIONS O Ln _3 �4 cc C5 L it L j; 7 it H L-4 BEDROOM No.3 BEDROOM No.I OFFICE BEDROOM No,2 u 08 C lFf:!MLINEN IN- 1v ................ HALL F-7 C ------------------ zz Z!z WAI-K-IN 9 fV CLOSET I WALK-IN CLOSET • �D ............... O0. O ........................ 0 C) BATH No.1 BEDROOM No.4 BATH No.3 0 C D L10=2 P-4 ro— 0 — 29'-3T/2' O < z ow PROJECT NORTH 2ND. FLOOR PLAN 2079.8 SQ. FT. CIO CD 0 SCALE: 1/8" oj W ti F- rz- Z) C) 0) U �4 DRAWN: MH/MS SCALE: 1/4"=P-0" JOB#: May 12,2014 SHEET NUMBER: A-4 �cvo REVISIONS: N / O / F PAT LAVARONE (DWELLING,PUBLIC WATER) GCUPAN Y OR 150'SETBACK USE IS UNLAWFUL _ Rl`:22= w _._•_. WITHOUT CERTIFICAi E N 26 1 11 ��// FROM BULKHEAD / / / / // �/�/ 22 24 26 28 / 30 1130 3.3' 32/ 16 18 "'_fib F?U'LC)i;'JG DE�'/','�Tr/1E1'dT AT EXISTI G SEPTIC TO BE CONC.STEPS OF OCCUPANCY _ RE>o►�oPER� RE . - - - - - - - - - - - - - - - - - ._ - �dAtKVbSrN- - - - - - -�- - - ,- - FC)LL0�21'vC Firpu,0 4 PPvR FOR THS EL.4.1' I - - - ON GRADE T lR, I O - / - ' !O�I�• TO REMAIN ON SITE fOR 1. FC!JN,' tTICN - T1r�'L� RLC�UiRED ^ I Q 1 , , ♦ CONSTRUCTION DUMPf7ER .i+ R�A ING WALL _ TEST HOLE LIMITS OF / I EP I / ' I DURATION OFCONSfRUCTlO FARING ...._:: _::/::::......:.::::::::::...::.-":.:.::.....,....._....-.-.....-..... FOIi POUiiED COt,CRE TE r+ _ ON O W 8'dia,6'd�ep c +RYWE r�n • 2 2. ROUGH F n.-,Pali:'c� r PLlJl1?f'!NG e t n 1 WALKWAY ♦ - R/ _ 8'dia,4'dee D dWFWELL w/ V, I I lYr / _ 3. L^y;;()LA,TION •'' m _ _ _ p CHB 4. r Nb'?L - COt`:STRUCTICN P�UST �_ v DRYW LL w/ b(MPE,.VIOUs " RE COMPLETE FOR C.O. I I / 9.2' / to'mIn LP --- $'---- ._Q =' 20,min DRYWELL) CATCH BASIN •.;;�::`t5121VEVUAY I PLANTER PLANTER 1" / 34 ' 69.0' /3 .4' / ALL CCPISTRUCTiCN uHALL fa'E'ET THE � � / - - N /RAISED PLANTER PATIO / 'f' R; OU'REidrEPJ?S OF THE CODES OF N�NV I I t/ ' ^ Poar-ataGioaennni1 LIMITS OF I PATIO / / ,, ONSITE FOR DURATION "`�+, 1`ORi{ STATE. P><OT I�ESFOPJSII;LE FOR � � I --.... fzl.�,------ . DF CONSTRUCTION CLEARING PLUt'. ER CERTlFICAT��,� _; G .1* / DESIGN OR COP STRUCTION ERRORS, / t0 " ASH OUT ' ON LE DCONTENTBEFO�,� I �/ / I =- 3.0 7z' / I / I OCATION I / s' CERTIFICATE dF =:_:_:_:_:_:_: r / OCCUPANCY o ► °� / -.-•-•-'-•-•- ----- / ., SOLDER __, . ' --- USED IN WATER ' m mCCpEs OF SUPPLY 2 SAY. I l 06 _ i FRAMED N / IMPERVIOUS / ^:; r,._ %OOD1TlO�SDOF CEE02/lQO, 1.�iLiE�3D. r 10.0' I / o' :_:__----=- HOUSE >o ♦ s'dia,4'dee� y / / O Lu I I POOL C1fa1 DRlC1EWAY LL; �._._._._._._._. V;'; I DRYWELL w W ` � � _ lJ1�Tt���dT I n m / 1 LW: I t' }.. I CATCH BASIN;.: /!b I / I / Pbo') �+ Q ovvrrz�� P E C O N 1 C I <1 / - / Q EX. ce Z O� 14.5' / dia. deep ::P'ARKII cj Q / WM 62.5' � �----• 21� f5! rnrllr n I '' - D EIL 36 W W 5 V a �. T B A Y �, / en S - Ic" / / 9 /7�i „V _^ Do NOT PROCEED WITH I I I€ ......... z _ 12.9, ...}.. ;1 .7' TOP SOIL / 62.2' 4. 20.0' LOCATION / t/1 m V O IN(3 PROPOSED SEPTIC SYSTEM DETAIL I ;SCREENED I z 0 / ,,., OF FOUNDATION LOCATION RAISED �� ' FIN.FL. O I PORCH s' ...;. - 12. I / / z HAS BL'c" J APPROVED. (NOT TO SCALE) rv, _ __Q '� / ,/ -J PLUMBING EL.26.5 o O I I N PATIO P. GARAG5, BURIED / a ALL PLUMBING --1 / ^ BU IE ............... 2..... N TANK(LO ) W NG WASTE -I O I CLEAR NLIMM OG 7.:a :I:;:I:::I:::C:s;;f:;C IJ ._ FIN.GRADE.EL.25.0 r- �iiiiiiiiiiiiil� / � W t _n I liiiiiiiiiiiii ------ ____-- L151F$NEED 2 0 -0 I iii . . . . . . . . i i I - _ - A -- O / l I W EL.22.5' MIN.1' MIN.1' EL.21.7 6" I iii I,�4i��0 tl i i 7 116.6 I �- ' a: ' COVERING D D O I liiiiiiiiiiiii - 21.3' EL 21.0' 80' t EL.20.9 t o ^n / It ",iiiiiiiiiiiil coNc & WA �_ la, e O 0 66.5' DRYW w/ / I 10.4' �` EL.22.0 4"dia.APPROVED PIPE min.PITCH 1/4"/t' EL.21.5' 4"dia.APPROVED F!^ Y CLEAN I t/1 I M CABPNA� _ / CATC SIN 20.4' t o z I ETAINING'.'! ' 1500 GAL. min.PITCH 1/8"/1' YCLEAN g'dia. 8' dee 8'dia. 8'dee SAND V` y 1 WALL - N tXISTING ARBOR1 SAND p PCOLLAR z 68.2' TO BE REMOVED/ / EXISTIN ` - SEPTIC TAi�t� COLLAR LEACHING POOL LEACHING POOL o I I i / I O- 8t}ja,8 � f IMPERVIOUS DRIVEWAY GARAG 8'dia,4'deep DR ELL ♦ / / / / I I • BaClifli: .. : F' i t I I I I I EL.13.2' - O I I O . y / N I 1 t b b..:.,�i- Engln�er'sCertlflcat„)n I P I I �AYW that the drainage I I I MIN.3' - O y Y ♦ _/i ♦ _ � CHEBASIN / � 6.4 10 O �,e has been installed to Code, s' s' 1 8 / / `N ♦ GEN m " �-.�_s �•.'nc �� --� T--.� �+ -Y -�-=-..ter I06 DRYW LL / RETAINING WALL S 26024'30"f E EL.36.7' RETAIN STORM WATER RUNOFF PROVIDE SOUND ATTENUATION =CLEARING PURSUANT TO CHAPTER 236 50 SETBACK SURROUND FOR POOL EQUIPMENT SEPTICTANK 3 FROM BULKHEAD OF THE TOWN CODE. NOTES: (UNDEVELOPED) ITS MY WAY LLC 1).MINIMUM SEPTIC TANK CAPACITIES IS 1500 GALLONS. LEACHING POOLS _ 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS. NOTES: N / O / F 1).MINIMUM LEACHING SYSTEM IS 2 POOLS;8'DEEP,8'DIA. C.A. BRAUTIGAN ir�M ®����� ��� 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A r BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (CESSPOOL 150') ENCLOSE POOL TO CODE REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. (OR EQUAL). O UPON COMPLETION 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). BEFORE WATER ) � p fil 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE ^ O MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED MAINTAINED. SAND OR PEA GRAVEL. I�-I 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 3 U 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. BE MAINTAINED. O U O oo U GENERAL: SITE PLAN DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A _ P E Q U A S H SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL SCALE: 1" - 20'-0' A V E N U E FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATERTABLE OR AND BE OVER SUBGRADE SITE DATA: SCTM # 1000-110-07-04 M N DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. ILI CONSTRUCTION: CIO 4 O FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY SEQUENCE O F PROJECT' DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: 12 CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. 0' • _ PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE - - p Lr) DARK BROWN LOAM 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF PROPERTY: 41,184$Q. FT. .95 ACRES + CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS PQ M O FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, _ _ 1' OL c•••I �..i PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS 0 `� X O cz AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE I� C� LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD PROPERTY WETLANDS: 1,21E SQ.FT. BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL BROWN CLAYEY SAND AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE) FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, $C LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS 0 N00 DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREA$.PROTECT UNCLEARED BUILDABLE PROPERTY: 39,966$Q.FT. �y I v SHOULD RI DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 4' AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT 12 4 1@1 , TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS - - •.+ �. SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF ca u M " DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON 20,000$Q•FT. •�, F, OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT INSTALLED WHERE VEHICLES ENTER THE JOB SITE. GROUND DISTURBANCE: 5 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, LT') U .. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. (Cy C v ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING HOUSE(TO REMOVE): r 1909.7 SQ.FT. 100 CU.YD 25 CU.YD. AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR DRAINAGAREA E CONSTRUCTION SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS - EXISTING PORCH/DECK(TO REMOVE): 436.1 SQ.FT. S CU.YD. $CU.YD. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG EXISTING PATIO(TO REMOVE): 422.0 SQ. FT. 2 CU.YD. 3 CU.YD. BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. PALE BROWN FINE TO FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. Cn STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE MEDIUM SAND A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. $P B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR PRETREATMENT: INSTALL SHORING. EXISTING DETACHED GARAGE: 393.7 SQ. FT. 1.0% +� AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY V FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND NEXISTING BULKHEAD DECK: 414.6$Q.FT. 1.0% 0 ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. Cn THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH I CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS THAT CAN ENTER THE DRY WELL. TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC,)TO BE INSTALLED. I 17' 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER PROPOSED NEW HOUSE: 2421.7 SQ.FT. 5.4% 350 CU.YD. 100 CU.YD. `. (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH TESTHOLE DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. PROPOSED SCREENED PORCH: 614.2 SQ. FT. 1.5% 10 CU.YD. 5 CU.YD. 1 , PROPOSED NORTH PORCH: 162.3 SQ. FT. 0.4% 35 CU.YD. 10 CU.YD. U McDONALD GEOSCIENCE 12/26/2013 PROPOSED RAISED PATIO,PERGOLA: 1937.4 SQ.FT. 4.9% 150 CU.YD. 50 CU.YD. x d PROPOSED NEW POOL: 1,034.0 SQ. FT. 2.6% 250 CU.YD. 50 CU.YD. HOUSE ROOF AREA:4151 SQ. FT. PROPOSED CABANA 168.8 SQ.FT. 0.4% 50 CU.YD. 10 CU.YD. AT 100%WATER R(INOFF: 700 CU. FT. MEETS & BOUNDS ' PROVIDE(3)8'DIA.X 6'DEEP DRYWELLS �A� DRYWELLS CAPACITY:760 CU. FT. � u. B Y: P EC O N I C SURVEYORS SEPTIC SYSTEM TO REMOVE 50 CU.YD. 75 CU.YD. � +*'r {t ;f -g� ,�•.� .,'F'" ,DRAWN: MH SMS DATED: NOV. 20 2013 > ;.1- .a 5. DRY WELLS TO BE 10'MIN. CABANA ROOF AREA:445 SQ. FT. w, . PROPOSED SEPTIC SYSTEM: 75 CU.YD. 50 CU.YD b) x;;-.,-{ SCALE: 1"=20' AWAY FROM HOUSE D PROPOSED DRYWELLS: 75 CU.YD. 30 CU.YD. ;:;'.,n*<.F; ,; JOB#: AT 100%WATER RUNOFF:75 CU. FT. ,ti JAN . 7.9 0 4 (B .O.H.) �: . ,q August 2g,2014 Oo c ° PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS �Q :` SHEET NUMBER: DRYWELLS CAPACITY:84 CU. FT. TOTAL: 6846.7 SQ.FT. 17.2% 1152 CU.YD. 413 CU.YD. �; {,A J�'''�t REVISIONS: ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES VERSATEX 1X8 PVC FASCIA BOARD 1X8 PVC RAKE BOARD GUTTER HALF ROUND,ROUND LEADER(WHITE) SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS VERSATEX 5/4X8,1X4 GABLE FREEZE BOARD VERSATEX 5/08 MAIN ROOF FREEZE BOARD SIDING: NICHIHA SIERRA FIBER CEMENT PREMIUM SHAKES FYPON DTLB5X5X3 BUILT OUT GABLE DENTIL BLOCKS VERSATEX 5/4X4 PVC CASING VERSATEX 2-5/4X8PVC BANDING TRIM BOARDS FYPON PVC DRIP CAP OVER BANDING TRIM VERSATEX 1X12 PVC TRIM OVER 2X12 WATER TABLE BOARD FYPON PVC DRIP CAP OVER WATER TABLE BOARD CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE CAPPING BLUESTONE(TYPICAL) PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX 1X12 PVC GIRDER TRIM HB&G 14X14 PERMACAST RECESSED PANEL COLUMN PERGOLA 2X8 CLEAR CEDAR FLAGSTONE 1-1/2"THICK BLUESTONE STEPS _ � x FOUNDATIONS: BORAL00-1 O �' - - — - — - — - — - — - — - — - — - — - — - — - — - — - — z O C a O � W 0 - _ o MEAN ROOF HEIGHT i 100 El N o p I ow cld u � u _77-77-1 - - 0 0 � N O U (V 41 Ll — — — — — O m t f 4' — — _ — -- � v - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - P�4! V v 5FYPON PVC DRIP CAP 2X12 BLOCKING w/ U M - U� 1X12 TABLEPROPOSED NORTH ELEVATION E ICE/WATER BARRIER WATER TABLE BD. ALONG PERIMETER ' .� co N v 3 4"SUBFLOOR �0 W 2X6 PLATE w/ SCALE. 1/4" = 1' TERMITEITE SHIELD& SILL SEAL 14"F1 5/8"X16" 2X6 ACQ PLATE ANCHOR BOLT b W H @ 36"OC p° ° 5/8"X10" I Q ANCHOR BOLT V CULTURED STONE AS 6. @ 36"OC 0 SELECTED BY OWNER p n u INSTALL PER MFGR. % #5 REBAR @56"OC L — — — — — (TYPICAL) V A .-R ` DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: -' August 28,2014 S., ad OE. SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECUiLE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES VERSATEX 1X8 PVC FASCIA BOARD 1X8 PVC RAKE BOARD GUTTER HALF ROUND,ROUND LEADER(WHITE) SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS VERSATEX 5/4X8,1X4 GABLE FREEZE BOARD VERSATEX 5/08 MAIN ROOF FREEZE BOARD SIDING: NICHIHA SIERRA FIBER CEMENT PREMIUM SHAKES FYPON DTLB5X5X3 BUILT OUT GABLE DENTIL BLOCKS VERSATEX 5/4X4 PVC CASING VERSATEX 2-5/4X8PVC BANDING TRIM BOARDS FYPON PVC DRIP CAP OVER BANDING TRIM VERSATEX 1X12 PVC TRIM OVER 2X12 WATER TABLE BOARD FYPON PVC DRIP CAP OVER WATER TABLE BOARD CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE CAPPING BLUESTONE(TYPICAL) PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX 1X12 PVC GIRDER TRIM HB&G 1014 PERMACAST RECESSED PANEL COLUMN _ PERGOLA 2X8 CLEAR CEDAR [� FLAGSTONE 1-1/2"THICK 8LUESTONE ` _ — STEPS FOUNDATIONS: BORAL En Ile J _ a 2ND.FLOOR �001-- FYPON MLDS85303BP PVC DRIP CAP 1ST.FLOOR 5/4X8 VERSATEX w/BLOCKING 5/4X8 VERSATEX i - - - - - - - - - -i V/ O � � 0 P4 �D ct FYI I I I � WO �: U - - - - O 00 V L===jl 0 o ---- r ` � o N v 0LIJ v _ -- °` \0 .0 U � wC — — - - - - — (110 44 o a, _ v -- - - - - - PROPOSED WEST ELEVATION = - - - -� - - — _- __ - -_= = _ - _= --= - - - -= ----= N oW � SCALE: 1/4" = 1' EmmiiIi w u O N N d V un d t ar,s DRAWN: MH MS �r }� aC SCALE: 1/4"=1'-0" JOB#: August 28,2014 LrQ day" SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES VERSATEX 1X8 PVC FASCIA BOARD 1X8 PVC RAKE BOARD GUTTER HALF ROUND,ROUND LEADER(WHITE) SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS VERSATEX 5/4X8,1X4 GABLE FREEZE BOARD VERSATEX 5/4X8 MAIN ROOF FREEZE BOARD SIDING: NICHIHA SIERRA FIBER CEMENT PREMIUM SHAKES FYPON DTLB5X5X3 BUILT OUT GABLE DENTIL BLOCKS VERSATEX 5/4X4 PVC CASING VERSATEX 2-5/4X8PVC BANDING TRIM BOARDS FYPON PVC DRIP CAP OVER BANDING TRIM VERSATEX 1X12 PVC TRIM OVER 2X12 WATER TABLE BOARD FYPON PVC DRIP CAP OVER WATER TABLE BOARD CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE CAPPING BLUESTONE(TYPICAL) PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX 1X12 PVC GIRDER TRIM HB&G 14X14 PERMACAST RECESSED PANEL COLUMN PERGOLA 2X8 CLEAR CEDAR FLAGSTONE 1-1/2"THICK BLUESTONE STEPS — FOUNDATIONS: BORAL MO F+i 0 C) -- ^ cn O C W F01 o '0) 00 � �D o 4 D D " jyFLI41Ll o TOP OF COUNTER - - - - I~ au M .+r — - --- _ - _ - — �d — -- - — -- - — — - — 2 w x — — — — -� v......... . .:. . a. . 0 a� - - - LO cl _ _ mw o 00 � W PROPOSED SOUTH ELEVATION U) SCALE: 1/4" = 1' 0 U) u �+ DRAWN: MH/MS �' T SCALE: 1/4"=1'-0" ` `' i ► JOB#: {- August 28,2014 SHEET NUMBER: 'y PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES VERSATEX 1X8 PVC FASCIA BOARD 1X8 PVC RAKE BOARD GUTTER HALF ROUND,ROUND LEADER(WHITE) SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS VERSATEX 5/4X8,1X4 GABLE FREEZE BOARD VERSATEX 5/4X8 MAIN ROOF FREEZE BOARD SIDING: NICHIHA SIERRA FIBER CEMENT PREMIUM SHAKES FYPON DTLB5X5X3 BUILT OUT GABLE DENTIL BLOCKS VERSATEX 5/4X4 PVC CASING VERSATEX 2-5/4XSPVC BANDING TRIM BOARDS FYPON PVC DRIP CAP OVER BANDING TRIM VERSATEX 1X12 PVC TRIM OVER 2X12 WATER TABLE BOARD FYPON PVC DRIP CAP OVER WATER TABLE BOARD CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE CAPPING BLUESTONE(TYPICAL) PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX 1X12 PVC GIRDER TRIM HB&G 14X14 PERMACAST RECESSED PANEL COLUMN PERGOLA 2X8 CLEAR CEDAR _ W — _ FLAGSTONE 1-1/2"THICK BLUESTONE STEPS FOUNDATIONS: BORAL MOM V�1 -- O r W owv t� 4J z - - - � w _ x �D - H - - - - O 00 U F-1 I 1 1111111 1 11 _JEF (— FF]❑ E1HZ ❑ ❑❑❑❑ ❑ p F ❑ -------- JIL 11 L____jL I I I I I I I I I I I I I I I I I I I IWR N �i %` cn -1 O '' '' , >.,K w yuu ' O m l- - - - ,� u 0 ------ - _ — — — - — _ — O �+ C� m - - PROPOSED EAST ELEVATION - Cll — — — — — — — — — — — — — — — — — — -, N cu 1-1/2"S.S. W SCALE: 1/4" = V I CONTINUOUS I '� HINGE HVY.DUTY L1p S PPORT mill I I 2X4 ACQ F FRAMING V 1X4 T&G VJ I O I CL.CEDAR I � I I � H I (GARBAGE BIN) I x I I � IEFUSE DISPOSAL & RECYCLING BINSI L — — — — — — — — — — — — — — — — — — — — — — J fi.r. -A i4 Ct DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: "? `•�`S -"" August 28,2014 ` SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: °• (INC.LUUIN(G 4"5HI:LF(2 D \ c•" ' ^ SIDES)WALL FOR PATIO)w/ ° •p ; N 36"X12"CONC.FTG. , I I 16"(TOTAL)CONC.WALL I VERIFY WALL f PLANTERI WITH LANDSCAPE (INCLUDING 4"SHELF ' e A ARCHITECT PRIOR • ' WALL FOR PATIO)w/ I c ° UPPER PORCH 48"Xl2"CONC.FTG. I I TO CONSTRUCTION I v ° 16"(TOTAL)CONC.WALL • ' (INCLUDING 4"SHELF ' • 4 WALL FOR PATIO)w/ 48"X12"CONC.FTG. 64'-61/2" I C ' 7'-6" 44'-1" ; ,-0„ 6,_6„ ,_0„ ,_51/2„ i 0 ° 16"(TOTAL)CONC.WALL 4ft 12"CONC.WALL w/ p 13f-9 =-4:-' _ (INCLUDING 4"SHELF 26 -4 I 24"X12"CONC.-FTG. • - --------- --- - c 1 ^ 30"X12"CONC.FTG. O VERIFY WALL WITH "N ° i^ 1 00 1 c S - ' •6a• av n r -= --'--- -------- ------------------------------------------------------------= o I LANDSCAPE ARCHITECT � ° ;"I ---------------------------------------i- : I 7 I PRIOR TO CONSTRUCTION ^I c e ` ' i n :v -- ------------ ` -----, • p .` , ac- "p •-' I p d • p d p d p •� d I'd d p • d 1,4 d p d o • d p d • p . d p d a, -. p • Y -o- - I N 1 I 1 4 �• v d' V D a• , -d D a• v �• V �• v � � I I I p ' I •p ' I I I -------------------------------------------------------------- ------------ I I 20'-8„ ,_01, 32'--41/2" a" I O•° 1 I I I I I Gp � .. , I• , I I I I i 1 �•° 1 � I , I M ' i I ,p I � I '. , If M n0CL • i O - • 1 cV 1 1 4 1 ° I MECHANICAL & I I r I I ° N N ; •Q°a. D _; STORAGE ROOM ,, �ZII I ' 04 I m i Z ^ H I V: i L(7 O 1 N I D' � ' �• ' 16"(TOTAL)CONIC.WALL ; = D' .° O L D' 1-1 ,z ° 0, MASON TO VERIFY FIRER CE SIZE I g I I W I ' ^ O (INCLUDING 4"SHELF a ' r�i AND ASH DUMP LOCATIO PRIG D a i CO °a e WALL FOR PATIO)w/ c ' 30"X12"CONIC.FTG. I TO CONSTRUCTION FICAL) ; ° Co:Do ' U-1 ; 'W N o FINISHED BASEMENT Lu GI --------- ------ --------- ° N M 4 12"CONIC.WALL w/ O Cl e 4 1 1 D 4 ° ml �N M , I• IE\ N i ° .��° 0'° Om a pa. d o 31 ~ °1 24"X12"CONC.FTG. a O I v , O ` •� 1 12"CONC.WALL w/ ' ,�Q,� "--- - ---------------� N �'-6" E O w --- --- C 12"X12"CONC.PILASTER,REINFORCED 2' 4" x 14'-111/2" ��' w/#5 REBAR(INTERSECT WITH WALL) 1 „ M 1 79-6$p D•_ ¢ n _ IJ7 p• 4• °v ° p' p+ 4 v °' D' 0 @12"OC(AS SHOWN)ON 42"X42"X12" 3 6'-1 /2 In n• dp. pad •- n• dp. pad •- o• p ,, I CONCRETE FOOTING.FOOTING TO BE REINFORCED w/#5 REBAR IVOC N ° I (min.4)EACH WAY ® I� /1, •------------------- •--------------------+ -------------- - --- I D�• .. K>' m LO 1 1 I 1 1 I III O, I 5-1/2"X5-1/2"X1/2"TUBE STEEL COLUMN 1 I 5-1/2"X5-1/2"Xl/2"TUBE STEEL COLUMN 1 1 5- 2"X5-1/2"XI/2"TUBE STEEL OLUMN I I 1 5-1/2"X5.1/2" 1/2"TUBE STEEL COLUMN I " 0 U r w 84"X84"X12"CONCRETE FOOTING w/ ' 84"XB4"X12"CONCRETE FOOTING w/ ' ' 8 "X84"X12"CONCRETE FOOTING w/ ' ' 84"X84"X12'CONCRETE FOOTING �rL , » I I , » 1 I , » I I , » I , a o 18 -01/4 I #5 REBAR @ 6"OC EACH WAY(14 min.) 11 -31/2 #5 REBAR @ 6-OC EACH WAY(14 min.) 15 -6 # REBAR @ 6-OC EACH WAY(14 min.) I 10 -13/4 I #5 REBAR @ 6-OC EACH WAY(14 min.) , 10, 1 1 •" 00 In efd IOUTSIDE STAIRS FK �'p �^ + W14X53 STEEL GIRDER w/2X8 PLATE W14X53 STEEL GIRDER w/2X8;PLATE W14X53 STEEL G RDER w/2X8 PLATE ; 14X5 STEEL GIRDER wP2X PLATE W14X53 STFFEL GIRDER w/2X LATE ; ,• I --'roe, '3� �� . � . � . � . � . � - ' - � - - - - 7R � . �" � - � - 1 - - - �' ; DO - -T-- PROVIDE 24"X12"C'(JNCRETE FOOTING 3'-0" 1 URROUNDING ELEVATOR.REINFORCED r.. 1 I I , Q I I I ---------n-- WITH(3)#5 REBAR.VERIFY PIT DEPT 1 1 I I I LL 1 ISPECIFIC1 .. I 1 1 1 AND ELEVATOR WALL ATI _ ___ d p d p d ' w --------- -- WITH ELEVATO MANUFACTU ' \ ' ' ' ' H - d� pa •v•Q np' '• p4•Q va •v 'v. np• r p4•Q va •v•Q ' m ----_____' -_ PRIOR TO CNSTRUCTI O 00 I I I 1 I O J • I c ' v=i ' ' in EL OR I 1 I 1 1 1 I LL 12"CONC.WALL w/ , » 12"CONC.WALL w/ ------� 1 =___----- -- --- --------- ---- I " ------ -----: :--'--------------= ' -' v°;' j .:. „ 24"X12"CONIC.FTG. 12"X12"CONIC.PILASTER,REINFORCED I f LL -+ .: .:....:. ; 1 - 29X12"_CONO.FTG.--------+6-- - -------------------- N w/#5 REBAR(INTERSECT WITH WALL) _ L --- Q I I ' __ VERIFY WALL WITH ' CONCRETE TE SHOWN)ON 42"XG X12" F- ^ -,r N _______________________________________; 0 CONCRETE FOOTING.fOOTINGTO I w ____________ < • -0 PRORLANDTOCONSTRUCTSCAPE T BE REINFORCED w/#5 REBAR @11"OC 00 j'-Q" ' ^ ^N m m' m D' 1 "CONC.WAL w/ :. ION G. in.4)EACHWAY Lu I ------------ (m _ _ _ _ 2p"X12"CONIC. G. ' -- - 6'-11/2" 4t-71/2', , co I =I M co 1 1 r---------- - -, I I I i i 4 1 8"WALLw "N i . , ----- ---- LL I ° ;16"X8"CONC.FTG. ; D'I� 1 1 6,_4» M N ' I > 1 Q ILI- W 1 I • " ' ' 3W � '� I ' ------------ \ �.I 'd'I _ I. >o H x = CLOSET x x 0 ^ "�' �' , M O Z O 12"CONIC.WALL w/ I • _ T-0" I '�' CEDAR LINED ^I m m ¢� Z I �W U �t ------------ a 1 i O i 24"X12"CONC.FTG. x I 1 i a i ; o• � • _of •t ¢° - - - :" • _ .4 M M I ------------ O ,i In 4h CO U 00 I00 ---- 12'-9" 9'=a�/�It In C,4 ------------ 12'-1" 9'-1" 17'-01/2" 1 (2' • I•° ^ Post 4 ; 12"CONC.WALLw/ N WINE CELLAR ° 24" 12"CONC.FTq. fo 4'-81/2 132 SQ.FT. • ,o 6'-21/2" 6'-21/2" ._ 'v d ( , __________ ________ •______•_____ __,___•_______IN#T'ALLCONC.RETAININGWALL -12"CONIC WALL w/ (STONE WORK TO MATCH HOUSE) O I ^ r WITH BLUESTONE CAPPING.WINDOW �• 1 i0 CLIMATE CONTROL SHELVES 24'X12"CONC.FTG. C ;« WELL TO HAVE 6"GRAVEL BASE AND If 1 I I 4 ., i • ,p , EGRESS LADDER AND REMOVABLE ' ' I GRATE COVER PER COD . O .' D " , � • pQ "__ .____----CONDEN ORTOBELOCATEDDUTSIDE _____________________" _______________ _ _ � , � WINE CELLAR NOTES: •s o dp •Da v % _ c dp •Da v % v dp •D4 v v dp •DQ v .• _o dv •Da d - 1).PROVIDE CLIMATE CONTROL.STORAGE ENVIROMENT TO BE MAINTAINED AT 55 deg.F.AND 65%RELATIVE HUMIDITY. D O O I I I• . 11 ++ p STORAGE -- --------- ------------------------------------------------------------------ D i 2).FLOORSTOHAVERADIANTHEAT.INSTALLINSULATIONBOARD m N 5 16"(TOTAL)CONC.WALL i PRIOR TO POURING SLAB. 'It a �u 00 N i ' 'ob (INCLUDING 4"SHELF o X �; u GARAGE \ ,G,�� ''' i q. ; N WALL FOR PATIO)w/ c°' ; 3).DOOR TO WINE STORAGE TO BE MAHOGANY.PROVIDE INTER- i0 O 21/F ,• rrr I. I 30"X12"CONIC.FTG. •a LOCKING BRONZE WEATHERSTRIPPING,DOOR SWEEP AND 1 I I I ••�. _^a _ _ _ p_'•_' v ' d •A COVERED PORCH °o• : THRESHOLD.DOOR STYLE TO BE VERIFIED w/OWNER.GLASS 0 x o �p I "_ , •-� - - : n• I PANELS MUST BE DOUBLE-INSULATED. FRAME TO MATCH DOOR. N i • -- --------- ----------- p 'N 16"(TOTAL)CONC.WALL i D0 DOOR TO BE 1-3/4"THICK WITH A SOLID CORE. M " ; •e � (INCLUDING 4"SHELF '•D P4 � 0 12 CONIC.WALL w/ , c. I WALL FOR PATIO)w/ 4 4). WINE RACKS N.I.C. I v 24"X12"CONC.FTG. I , N 30"X12"CONIC.FTG. •p 5).WALLS TO BE FRAMED w/2X6 STUDS @ 16"OC.BOTTOM PLATE u .� I I 1 I d ,<_ ° d ° d D d D i TO BE ACQ AND FASTENED TO CONCRETE. U +; I I ' ' ' 4--.. - p •v • • p 4 v •v •• p d p •v • "• p 4 p .v • • v 4 • p .o • L!') I p 1 i O .a Q op ,O .a .D �O ,O .a .� �0 •� .a •Q o0 .O .a •�• • d\ _ 6).INSULATE WALLS w/R21 INSULATION.PROVIDE 6 mil.POLY o�D 4 W14X53 F-- ------------------------------- (V N 4 II-----------"'-"------------------""----------'-'' VAPOR BARRIER BETWEEN CONCRETE WALL AND INSULATION. NOTE: 9 1 1 I ' 13.9"deep ; [STONE STEP] D ; I 0 W 00 8.06"wide '••, v°a v e .v '. '. v°4 v v •� •.• 7).WALLS AND CEILING TO HAVE 1/2"MOISTURE-RESISTANT GYPSUM REVIEW SECTIONS / DETAILS FOR 4 ------------------------------------- 12'-31/2" ___ ____ ___ BOARD,SCREWED,TAPPED AND SPACKLED.WALLS AND CEILING TO ADDITIONAL WALL, FOOTING i O v -12'-31/2" - - --- - 17'-31/4" BE PRIMED.PAINT CEILING w/2 COATS OF BEN.MOORE PAINT. ' AND REBAR SPECIFICATIONS 1 8).INSTALL 1X4 T&G CEDAR,VERTICALLY.USE STAINLESS STEEL L FASTENERS.TRIM MATERIAL TO MATCH.DO NOT INSTALL BASE TRIM 4 i 8" ALL w/ e ; BEHIND RACKS. NOTE: H 16"X8"CONIC.FTG. ; ; REVIEW SHEET A-19 FOR --------------------------------- ------------�------------ o I 9).FLOOR TO BE TILED. I'O I p I INSULATION REQUIREMENTS u a v 4 v " a v 4 v a v 4 v a v 4 () - ------------------------------------------------------------------- O 23'-0' 9'-8" 28'-10" 16'-111/2" 78'-51/2" ; , ,.: A q,C :by ,, A N rW,•. O•� 1).PRIOR TO CONSTRUCTION,GC TO REVIEW FOUNDATION SIZE,HEIGHTS, 6).CONTRACTOR TO PERFORM GOOD CONSTRUCTION PRACTICE AND 10).FOUNDATION FOOTING TO BE 24"WIDE X 12"THICK(KEYWAY TYP.) 14).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF „ i etc.w/ARCHITECT AND LANDSCAPE ARCHITECT TO CONFIRM PROPOSED INSTALL HORIZONTAL/VERTICLE REBAR WHERE REQUIRED/NEEDED TO ALONG PERIMETERS(30 FOR PERIMETERS WITH ADJOINING PATIOS CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO WORK,HOSE BIBS,PROPANE HOOK UPS,KNOCK-OUTS,etc. REINFORCE/TIE-IN CONCRETE WORK.CONTRACTOR TO NOTIFY AND 36 WITH PIERS/WALLS WITH PATIO EACH SIDE). HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.STEM WALLS v r" ARCHITECT AFTER COMPLETION OF REBAR WORK,PRIOR TO INSPECTION REINFORCE FOOTING WITH(3)#5 REBAR.FOOTING TO BE INSTALLED ANCHOR BOLT TO BE 16".EACH ANCHOR BOLT TO BE ATTACHED TO FOUNDATION PLAN 2) CABANA,REVIEW LL SECTIONS FOR WALL PATIO,POOL,etHICKc. NTRACTOR SHALLSNOTIFOR HOUSE, AND POURING CONCRETE. ON UNDISTURBED SOIL(VIF)min.3000#CAPACITY. SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 1 • i �t i ARCHITECT IMMEDIATLY FOR ANY CLARIFICATION OR DESCRENCIES. 7).CONCRETE WALLS TO BE 12"THICK(NOT INCLUDING SHELVES)UNLESS 11).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED 15).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE SCALE. 1/4 = 1 OTHERWISE NOTED.HOUSE FOUNDATION WALL TO HAVE#5 REBAR FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS BLOCKING AT 8'-0"O.C.AND MIDSPAN. 3).ALL EXTERIOR STONE PAVERS TO BE INSTALLED OVER REINFORCED CONCRETE AT 56"OC EACH WAY.REVIEW SECTIONS FOR FLOOR JOISTS,REBAR,AND ADJOINING WALLS. "- •,"•^'-,x,•:- �•< �i S ON CONCRETE SHELF THROUGH-OUT,INCLUDING AROUND POOL. CONCRETE WALL CUTS.SHELVES TO BE 4"THICK(16"OR 20"WALL TOTAL 16).INSULATE SLAB WITH R10 DOW BOARD.WALLS TO BE INSULATED DEPENDING ON ONE SIDE OR BOTH SIDES REQUIRING SHELVES FOR PATIO). 12).COLUMNS/PIERS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE WITH R33 POLY FOAM INSULATION(DO NOT USE FIBERGLASS). E PROJECT NORTH 4).ALL EXTERIOR STEPS TO BE STONE WITH CONCRETE WALL/FOOTINGS('TYP.) " CONCRETE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 8).WALL HEIGHT TO BE 9'-2 TO LOWEST CUT FOR FLOOR SYSTEM.STEM TO BE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE 17).ALL WALLS AND CEILING,THROUGHOUT(EXCEPT MECHANICAL NOTE: 5).CULTURED STONE TO BE ON ALL EXTERIOR CONCRETE WORK.STONE TO 6"THICK FOR EXTERIOR WALLS. CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE- ROOM),TO BE 5/8"MOISTURE-RESISTANT SHEETROCK. MASON TO REVIEW SHEETS A-9 TO A-17 N BE ON INSIDE WALLS IN EXPOSED AREAS SUCH AS WINDOW WELL,STAIR FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT WELL,etc.CAP ALL WALL TOPS AND STEPS WITH 1-1/2"(min.)THICK 9).DAMPPROOF EXTERIOR OF HOUSE WALL WITH A BITUMINOUS COATING SPACING SHOULD EQUAL SLAB WIDTH.MAXIMUM JOINT SPACING FOR 18).INSTALL SMOKE AND CO DETECTORS PER CODE. AND CLARIFY ANY QUESTIONS AND/ OR FINISHED AREA: 1835.2 SQ. FT. BLUESTONE(VERIFY WITH OWNER). PER NYS CODE. 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. DESCREPENCIES WITH GENERAL CONTRACTOR 13).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES AND ARCHITECT PRIOR TO CONSTRUCTION. DRAWN: MH/MS TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR REVIEW LOCATIONS FOR PATIO SHELFS, CUT- FIBERGLASS SILL GASKET. SCALE: 1/4"=V-0" OUTS, REBAR AND REINFORCEMENTS, TIE-INS, JOB#: ADDITIONAL (EXTENDED) CONCRETE WORK August 28,2014 WITH WALKWAYS / STONE STEPS, NOTCHED SHEET NUMBER: WALLS (FOR FLOOR JOISTS), etc. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-Sa MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 92'-6" ' 9'-0" 91-41/2" 15'-9" C 45'-0" 13'-41/z" 01 --------------------- - - ------------------, • dv °' Oa v G ' 1 �• v' D Ad; �• V' D Dd '• 4 °4 • I 1 • -° • P ' O 12"WALL FOR GUNITE POOL o' p w LEa° ADJUST WALL HEIGHT FOR °• ' O VERIFY WALL ' ' [LANDING] z � [LANDING] ' D• OVER FLOW (EDGE-LESS) OVERFLOW � °s � � f PLANTERI WITH LANDSCAPE LO 1 4 z ARCHITECT PRIOR , 1 I I I I I ° c ; 0 ; ; ; ; 0 ; i p- i TO CONSTRUCTION ' ' ' 'IA° --------------------------------------------------------------------------------------------------------------------------------- D -- -`'`---"------------------------------------------ ---------- I ° . . O� ° v 4• • v• D' ° v 4• v• D ° v • v• O' °O • O• ° v • v• D ° v 4• v D' ° v °• v• D' ° v 4• v• D' ° v 4• • v• O ° v °• • v' O ° v °^ v O' ° °. • OM ° v 4- . ,v d pd. e o • a pd. d n .- a 'pd. d o .- d pd. e o '• d o _ . a pd. a o •- a 'p4. e o •- d 'pd. a o •- a 'pd. a o •- a pd. e n _ .- d pd. a o _ .- d 'pd. e o °v' .- d 4. av o '. d 'D4- dp D - •'4 N v v v v 4 v v v v v v v v , - f " • • 12"WALL FOR GUNITE POOL 4 ' " ------------------------� 4 • 16X16"CONC.PIER,REINFORCED WITH I • • • • °. I I 16"(TOTAL)CONC.WALL a ° 16"(TOTAL)CONC.WALL °o ' ° ADJUST WALL HEIGHT FOR • d (INCLUDING 4"SHELF I (4)#5 REBAR(STIRUPS AT 12-OC)WITH •° °• (INCLUDING 4"SHELF 1 D • ° D• �` v ° ' o' O WX36"X12"CONC.FTG.,REINFORCED i •° OVERFLOW ' 4. - o• d Da •- - o• WALL FOR PATIO)w/ D• °. WALL FOR PATIO)G. °�• , 71, 48"X12"CONC.FTG. WITH(4)#5 REBAR EACH WAY 48°x12°CONC.FTG.f „ f „ — — —7 -0 1 0 10'-111/2 129-21f ' •p V• 1 C° • , (TOTAL)CONC.WALL •o D ' ,°� D 4 (INCLUDING 4”SHELF °• ; a,• ••� ' c WALL FOR PATIO)w/ 4, 4 °�• 4 F1 48"X12"CONC.FTG. °� '' F �•• •4 12”WALL FOR GUNITE POOL 4 ' VERIFY WALL D �• .a° (16"TOTAL FOR PATIO SHELF) o I "• ] •D ' ADD 8"X12"FTG.ALONG i 4 i ARCHITECT PRIOR WITH LANDSCAPE I D, °- . I O CONSTRUCTION ' 4 PERIMETER AT PATIO D 4 o ; o o GUNITE POOL of ' 4 0l . ,• V1 D.° POOL HOUSE RAISED PATIO D'.00 . ° O N D Z I .° °• N N • O 4 'a 24"(TOTAL)CONC.WALL ; 4 °�• i • a P TER a i 12"WALL FOR GUNITE POOL •4 RAISED PATIO '• ° (INCLUDING 4"SHELF(2 '4 , °p ' (16"TOTAL FOR PATIO SHELF) SIDES)WALL FOR PATIO)w/ i a�• i ' .. ^ � D ' 36"X12"CONC.FTG. .o° ADD 8"X12"FTG.ALONG v• i \ !�1 1-- ^N r `•� '.D D PERIMETER AT PATIOLo ' 16"(TOTAL)CONC.WALL (INCLUDING 4"SHELF ,'p •;p °°' O WALL FOR PATIO)w/ D ca a ' O^ M ; D• 48"X12"CONC.FTG. 1 � 1'-0" 10'-111/2" 12'-2" D • 45'-0" 11'-41/2" c O 12"WALL FOR GUNITE POOL 4'• ••4 a.•• `` •" o v 4,o v 4 16"(TOTAL)CONC.WALL 4 16"X16"CONC.PIER,REINFORCED WITH , '4 °, 4 D d ,o •_ I i 4 (16"TOTAL FOR PATIO SHELF) 'Q • (T ) ADD 8'X12' FTG.ALONG f • •°° (INCLUDING 4"SHELF I (4)#5 REBAR(STIRUPS AT 12"OC)WITH I i •° v I I- .1 36"X36"X12"CONC.FTG.,REINFORCED I •a PERIMETER AT PATIO • I o' , `--------------- -- -------; WALL FOR PATIO)w/ O WITH(4)#5 REBAR EACH WAY ' V. ° I I d p . . d p . . d p . . d p . . d p . . d p - . d p . . d •4 [5 ST ] ' D• 48"X12"CONC.FTG. v 4 v v 4 v v 4 v '. v 4 v -. v 4 v v 4 v -. v 4 v v D I ° L 1. �, J 4 • D •0 • O 4 •0 • d . 4 • D • D 4 I f •a I Q • • A Q • V Q • 0 Q- • A Q • . A Q• • • A Q • • -0 Q' . , °. I I 9'-0" - 4 24'-11/2 47'-0" 12'-41/2" o "' VERIFY WALL "N ' • •'a I LL, //— WITH LANDSCAPE ARCHITECT PRIOR j W i a•• \ " •,4 O TO CONSTRUCTION I I ' o Z ,a M RAISED PATIO 16"(TOTAL)CONC.WALL I 16"(TOTAL)CONC.WALL v' 0- p• (INCLUDING 4"SHELF ADJUST WALL/FTG.AS REQUIRED TO SUPPORT STAIRS(TYPICAL) Eo (INCLUDING 4"SHELF ° ° WALL FOR PATIO)w/ I x WALL FOR PATIO)w/ 4 i a 4811X12"CONC.FTG. ; - D • _ - D - _ _ D - - D - - a a . - p , I , •• i °, [STONE STEPS] [STONE STEPS] 55' 11" [STO EPS] [STONE STEPS] •,° °, _c_ NE ST ' 1 d • 00 �...' .'.. .- .v •d . • I I p d . • . D d . • I • -. v 4 v •o -. v 4 v •� -I o i, •v -. v v •v -. v 4 v •� , 0 •O .4 •Q op .O .4 .Q I I .i I op •� .d .� op •O .� •D '� i Imo, d 4 4 4 4 4 4 4 4 4 4 4 4 4 4 - . 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 ---------- - ------------------- ----- - v 0'° ° 0'4 Om 0•° D° D 4 0° D n 0'4 0° 0'° 0° 0° 0° 0'° 0° 0° 0 4 0° 0° D° D n 0'° D'° D° 0° 0° 0° 0•° D n 0 0•° 6 4-:-- ------------------------------------------- p. O .'u D gyp• O .MI 0 I- G ° • �- ----------------------------+ •----- ------------------------- "-------------------------------------------------------------------- I--� •»� " f „ -- a----- f fr �-,i f rf 12'-111/2" '8 12'-11/2 ----4 12'-11/2 -4 25P-8s' 8 ' D 14'-71/2" W x ° 24"(TOTAL)CONC.WALL I 4 ',� U �• ; (INCLUDING 4"SHELF(2 ; O y� v� SIDES)WALL FOR PATIO)w/ 1 •° , N 36"X12"CONC.FTG. ' •4 I 16"(TOTAL)CONC.WALL VERIFY WALL 0 00 U C e i r 1'PLANTERI _ WITH LANDSCAPE /I1 T (INCLUDING 4"SHELF ' e O o ARCHITECT PRIOR WALL FOR PATIO)w/ 4 TO CONSTRUCTION I UPPER PORCH 48"x12"CONC.FTG. c ° 16"(TOTAL)CONC.WALL I , • ' (INCLUDING 4"SHELF ' . 4 T- ° ' WALL FOR PATIO)w/ 48"X1211 CONC.FTG. 64'—61/2" O ° 1 1 4 ° 7'-6" 44'-1,r ' '-0" 6'-6„ f-0„ f-51/21, 1 c ; 16"(TOTAL.)CONC.WALL ' 12"CONC.WALL w/ ' i 4 24"X12"CONC.-FTG. WALL�UR FA 110)13 -9 ,__ -4 _, (INCLUDING 26 -4 � __ ___ N, •, V•° ;- I • ' c 30"X12"CONC.FTG. ° _ _4 p' O VERIFY WALL WITH "N 4 , I pp I 4 - - 64• p• v LANDSCAPE ARCHITECT 4 i"I -----------------------------------------;-- '°_. 1 - .• N a) ; .- -----7 -------- ------------------------------------------------------------; cn ' 0 p PRIORTOCONSTRUCTION I °p e 1 D - ;v -- ------------- -----+ n Ot- ++ I _ a� X v Op 00 ° D a o •- a p a o • e p a o • a p d o • a p a o •- d p d v a p a o - p o �� i -o- - i O N N I I I 4 4' v d' v -d v d' v d- v • - d p 4 v �• v �� �\ 1 1 ('q O ti ----------- ----------------------------------------------' ------------ ------------------ ---------------- --------------- r, � ++ .�. --- -- ----, O X Q I o I I I , � -- X �O\ N I •4 I I I I 1 1 V m 1 I ' ° ' Zp'-g» ,_0„ ' 32'--41/2" ' '� w u I I 00 1 •4 I I I O u CC U 1 O I , I • ----- I 1 all w 1' I "N N � v N N 4, ; 4 Q I� MECHANICAL & °''• o w p - °.° I I In `� I •4°a •D I = (m STORAGE ROOM CC D 16"(TOTAL)CONC.WALL i \ MASON TO VERIFY FIREP CE SIZE D'CL �-� I g �I I~ I D, (INCLUDING 4"SHELF ° �1 p• , AND ASH DUMP LOCATIO PRIO I v p D p.1 -1 _04 S J . ' 1 e e WALL FOR PATIO)w/ I ' I 'N TO CONSTRUCTION PICAL) ' D ,v ' w' Lu 3011X12'1 CONC.FTG. o FINISHED BASEMENT = ° I ILu �I -------- - ------ --------- N ° 4. , 4 a , � I j m' \ ti ' 12"CONC.WALL w/ u N i ° D'° 0 4 0 4- 4,m�. • a D dv ' - i O I 3, X14"X12"C NC.FTG. -°" O 41 d• 3 r (A 12"CONC.WALL w/ r " -- -------------- N '4 �f-6" E (n E EP 24-"XIYCdNC._P TCI.- ° " - - - - V, 12"X12"CONC.PILASTER.REINFORCED 2' 4„ X 14'-111/2" °• W/#5 REBAR(INTERSECT WITH WALL) 1 „ m 179-611 •D`�- - ¢' I Ln ()a• p C v d• • 4 v °• o• p G v G 4 0 °• p• ° @12"OC(AS SHOWN)ON 42"X42"X12" 3 6'-1 /2 _ , m D' pd - - v' D4 - �• v •I I CONCRETE FOOTING.FOOTING TO N N V ' I \.., 11. N BE REINFORCED w/#5 REBAR @11-OC •' ' '•:. c A c`*;: SWI • (min.4)EACH WAY �/y �� •--------------'----'+ •--------------------+ .-------------� ----r+ ---------- - I D' I ,.r• f• �+,�•� ---- ---- ---- ---- ---- --------- ---3 w, 4 •.., I 1 1 I I •• M L0 I I 5-1/2"X5-1/2"X1/2"TUBE STEEL COLUMN 1 1 5.1/2"X5-1/2"XI/2"TUBE STEEL COLUMN 1 I 5- 2"X5-1/2"XI/2"TUBE STEEL OLUMN I I I I5-1/21X5-1/2" I/2"TUBE STEEL COLUMN I I • I 3r n „ >O V V w ' 84"X84"X12"CONCRETE FOOTING w/ ' ' 84"X84"X12"CONCRETE FOOTING w/ ' ' B "X84"X12"CONCRETE FOOTING w/ ' 1 84"X64"X12 CONCRETE FOOTING w/ ' ' •, ' Ni ''� •-.,��jsii'' 'fir'' � r^� O 2 1 I 1 1 f " 1 1 f fr 1 1 1 r " L0 '4" O t' � 18'-01/4" , #5 REBAR @ 6"OC EACH WAY(14 min.) , 11'—,31/2" , #5 REBAR @ 6"OC EACH WAY(14 min.) , 15 —6 , # REBAR @ 6-OC EACH WAY(14 min.) 1 1 0 —1 3/4 1 #5 REBAR 6"OC EACH WAY(14 min.) 1 1 0 1 I • I �� ,�-".„"h•'� .�p"ri„y OUTSIDE STAIRS m a x 00 A + W14X53 STEEL GIRDER w/2X8 PLATE ; W14X53 STEEL GIRDER w/2X8;PLATE ; W14X53 STEEL G RDER w/2X8 PLATE 14X5 5�EEL GIRDER w�2X PLATE W14X53 STEL GIRDER w/2X LATE , ------d-7-- PROVIDE 24"Xl2"CpNCRETE FOOTING - �, 11 1 I� 00 URROUNDING ELEVATOR,REINFORCED I\ w I • i z n - 2233 NOTE: FOUNDATION PLAN MASON TO REVIEW SHEETS A-9 TO A-17 NOTE: AND CLARIFY ANY QUESTIONS AND/ OR ' SCALE: 1/4” = V REVIEW SECTIONS/ DETAILS FOR DESCREPENCIES WITH GENERAL CONTRACTOR ADDITIONAL WALL, FOOTING AND ARCHITECT PRIOR TO CONSTRUCTION. DRAWN: MH MS s AND REBAR SPECIFICATIONS REVIEW LOCATIONS FOR PATIO SHELFS, CUT- SCALE: 1/4'1=1'-0” PROJECT NORTH OUTS, REBAR AND REINFORCEMENTS, TIE-INS, JOB#: E August 28,2014 NOTE: ADDITIONAL (EXTENDED) CONCRETE WORK N REVIEW SHEET A-19 FOR WITH WALKWAYS / STONE STEPS, NOTCHED SHEET NUMBER: INSULATION REQUIREMENTS WALLS (FOR FLOOR JOISTS), etc. I A-5b PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: PERGOLA/ PORCH W z `. z Lu W I 1 1 I I & ` I I FF EL.26.0' 00 �+ z J 1 PLANTER 1 v z z ��J` 1 57'-0'/211 :o I M +9 SCREENED I ° !`' PORCH ° 1 44'-1" 10'-6" 2'-5'/211 Iv ��� I �Lsy. 20'-0" 16'-2" 2'-0" w 6'-6" 2'-0" 2'-5'/2" CN WUCAP6472 ti r POST POST (3)2X10 WUSFD8080L 1 1 J - - WUSFD8080R p WUSF 40805 8 CJ p WUSFD8080L N 1�j- @1 "OC 2f�o bo N I I (3)1-3/4X11-7/8 ML I (Q):1-3/4X14 ML w/5/8"5 tEEL PLATE 1- 4 14 ML FLU H BEA FF EL.26.5' 1 11 I I I I 1 I I 8010K 5'-5" I I 1 I - 1 1 SHEAVES DINNG ROOM ' ' w/CrT =N 1 WI I I I 1 1 I ^ 1 0 Iz TV ,--. I v J I I I I I 1 CC I I I I 1 1 1 J �, n m G I I I I I 1 1 , 00 z n I On v 0 __ i ql.-3/ X14 ML MASTER BEDROOM N - N I 'm J m o i i 1 SOUND SENSE ACCOUSTICAL BARRIER = \ W ON INSIDE WALLS AND CEILING o ¢ U1 j X V jn I 1 II � I N D Ln I , , 1 , I � 1 ^ Q 48" G 51-011 1-Ov 21-61t I-6n , , 0 ; FLUSH RTH I ROLL DOWN �[ O rn :40'-8" t 11 15-0 Q O SCREEN WUOFD3 L i i i i W O LL �2�14_ML- � O°I: IIW_r O - - - - - , (3)2X10 H R. ; ; I1-3/ X14 ML �j �+ ----------- 6'-0" I Foffl LIVING ROOM ' ' X 2'-6" a v Q 1 T M 11 I I 11 2'-B" p.- I I I I I I , __ P-- 16"Q - 1I N d I 1 I I I I I Q I m d' M ' WALK-IN CLOSET B ^u\i a CN ° '-103 11 4'-6'/2" 6'-3'/2" 5+-6'/z" 13'-0" W rn 4'-0" N = 13'-0'/211 ILL 00 00 E _ L 13'15" ° C) W 2)1-3/4:'14 ML w/5/8"STEEL PLATE - - ,j2)1-3L4X14; ' w/18"STEEL PLATE- - __ W °�° � H L 00 - — - — - — - — - - - - — - — - — - 6' 11" 6'-6" N — _ -- - ----- - ---- - ------ -------------------- x---- � -' - - - - - - - - - - -- - -�` - (2 1-3/4 14 ML w/ (2)1-3/4X14 ML w/7/8"STEEL PLATE � � ,N W I 1 0 (2)1-3/4X14 ML w/7/8"STEEL PLATE ) m I m 2 8 C1 \ ------ ---- = v� 7/8"STI EL PLATE 6"0C i'!) DW I m IL - 1 '_- _ KITCHEN ------ ----- �� 0 3 4s" "� "�:, ---------------------------- ------ d 2 m EL OR 00 TRANSOM ABOVE 4'-611 CCC!!! 41-6t1 ------------ IV 'd. s" 5'-0" e J _ = '_7�211 - • • _ « I /� J------------- C, ------------ I m "-F .21-01 e— V/ WAWN2828-2 , vl ;C)0 N J \ 1t_ " \ [�' i------i 1 M X 1 v O C)01 v� _ 1 1 1 (3)2X10 DF#2 HEADER O '.Q1. ^ N ____ ____ Q ; A I 1 v ' -------- I m ' -Lu ^ O �f' �0 R 1 - `^ MASTER BATH o m I-�-� m X16oc - � '------------ I J N ,-�„ � � 0 10'-4" 6'-2" N � 0r� n ' ' , GARBAGE I Q R 1 01 1 _ , _ V 1 1 - ` ------------ ------F•-- --------- 1 L �_ 1 BIN 1 LI) , ins ------ ----- X ^ ^ ^ W O ------- ----- ct c c U 3 ONS ABOVE 1 1 �r _ 1 , (3)1-3/4X14 ML FLUSH BEAM ' m ono - 1 -- _ 1 °o O •— ` --------------------------- -- --, ------ ----- �� I y� In H 12'-11'/2" 9'-1'/211 ' 9'/a" ------------ 10'-101, 4'-6" 11'-113/a" 1�'- 11 (—N I? 1 ENTRY - 1 _ I I - -' '- -' - - — - ' N HALF Ln OFFICE (3)2X10 H � _________________________, m , 14 ML FLUSH BEAM FF EL.26.5 (3) 1-S/4X14 ML FLUSH BEA - I BATH 00 111; sil Nil ' ' I WUCA3664 1 jE : -43/ MUD ROOM o � O 10 IFF EL.26.5' � 1 1 , �GARA 1 1-3r4X9 1/2 (3 2X10 H R (3)1-3/4X9-1/2 ML HDR 'kW 1 ' INSTALL DRAIN PAN D EL.25I UNDER WASHER dO m ; 2'-0"-3'-6"-2'-0"X6'-s"-1'-10"X8'2"TRANSOM WAWN3628 WUCA3672-2A00 = } 1 ' FW-- ^ _ (ANTI-VANDLE GLASS) A �, N 31 W w g ( , \ DOOR:ROGUE VALLEY#7007 m N F > CJ z m _I ° N SIDELIGHT/TRANSOM:MARVIN m m y o -p GRADEEL.25.0' a v v 1 N � i --- ------------- --- d u � 1 l.L LL 0 1113R O W `/ Q I O 1 J J WAWN3628 COVERED PORCH 00 a I I ILu' - ; I = FF EL.26.0' w cu 00) 1 AL1-3 14 M� ( M �+ v Q+ �r= - ' - - _ - _(3)1-3/4X14 ML_/(2)1/2_STEEL PLATE GIRDER(ALT.:W12X35 STEEL BEAM)_ - _ - _ - � CO u -- - - - - - I 1 1 — _ _ _ 1 X I 1 ( I N cz 11P LL- OWN1 ' 00 N v " v I o W p GRADE EL.25.0' ------- 1 1 I I ------------------- �-3/4X14MLi I 1 1 1 I (3)2X10 HDR I I I ro (3)2X10H R I u ' WUCA3672 WUCA3672 r~' 1 1 V O 6'-0" 11'-0" 6'-0" 4'-7'/4" 5'-03/4" 5'-5" 8'-1% 8'-10'/8' 6'-5'/2" 8'-53/4" 8'-53/411 , 1 F41 23'-0" 9'-8" 28'-10" 16'-111/211 I I 1 --- 78'-5'/2" 1 � 1 � S V E 1ST. FLOOR PLAN x PROJECT NORTH LIVING SPACE: 2394.1 SQ. FT. O O O ;___ N SCALE: 1 4" = 1' Q ------0 0 0--------- 1 / 1 1 1 1 1).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1 NOTE �4..s.., s,,s. ',•,F I --- 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �G`q 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.ALL INSULATION TO 1.EXTERIOR WINDOWS AND DOORS TO BE MARVIN ��` "' y tip. ) ) WITH STORM GLASS,LOW-E 11.ALL GRILLES TO BE NOTE: �' ti 11`!, j s BE POLY FOAM INSULATION (SEE SHEET A-19) ' I 1-1/8"WIDE,SDL.PROVIDE SCREENS AND HARDWARE. REVIEW SHEET A-19 FOR 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ' BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8).INSULATE CEILINGS.ALL INSULATION TO BE POLY FOAM INSULATION INSULATION REQUIREMENTS '" �" DRAWN: MH/MS 1 1 I SEE SHEET A-19) 2.INTERIOR DOORS TO BE 8'HIGH,1-3/4"THICK l } a;r.x -y- ;' N L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,_ ,_ J 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS WITH BALL BEARING HINGES. a t � �: r SCALE: 1/4"=1'-0" ,F . OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. ' JOB#: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR BATHROOMS TO HAVE MOISTURE-RESISTANT SHEETROCK. g ALTERNATE KITCHEN LAYOUT MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/4" !,: 'R4. August 28,2014 THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY FASTENED IN 10).INSTALL SMOKE AND CO DETECTORS PER CODE. 4�.;' !�. Z3 h SHEET NUMBER: PLACE WITH PLATES AND BOLTS TO STEEL BEAMS. ' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL B RESPONSIBLE A-6a O E RES O SIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC;PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 94'-11" B A 91-4" 15'-91/2 C 45'-01' 18'-9'/2" 61-011 10 GRADE EL.18.0' -------------- I I I I 1 91-011 O I I I I 1 + n n GRADE EL.19.5' � i � i i ' O 5-9 31-3 OVER FLOW I ! 1 I I 1 1 I I 1 I I I 1 ROLL DOWN fV SCREEN I 1 __@12X8 HDR. --- I I REF. 1 1 _ 1 I I -------; cz I I 0 o II F O = II Q J II EXH UST z g PLANTER HOOD Q O � —' J v :< W W IVW 45' X 20' POOL o o � I I O O I— J W a - O 1 + I IZa V ' O fV 00 00 Il0 CABANA z x N N IL NENLn ; ; 3 N F+i P1-+ 1 it II\Z @16"OC ' ' x 11 - 0 m IIN m W O - - - - - - - RAISED PATIO M 1/2 BATH t@16"OC0 X I I a N (V I I I I O Ci) I I !y II I I o M ' � 0 3)2X8 HDR. 0 . I � 1 1 t WUCAFCIR2750 7'-0112'-011 11'-111/2" 13'-211 451-011 13'-4'/z" I I 1 1 O 1 I 1 1 9-011 12'-11'/2" 28'-6" 271-511 ' 1 1 I 1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 I I 1 CN I 1 1 1 I I I I I 1 1 I M _1 O [GRADEL.24.0' 6"RISERS ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- Q� (TYPICAL) I--- - - - - - - - - - - - - - - - - - --- - -_- - -_ - - - - - - - - - - - - _ (2)1-3/4X14 ML GIRDER ;___; (2) 1-3/4X14 ML GIRDER ;___ (3)3-1/2X11-1/4 WOLMANIZED PARALLAM(BOX IN w/1X12 CLEAR CEDAR) N I I ♦ ROLL DO*VVN SCREEN ROLL DOWN SCREEN I 1 C/) GRADE EL.24.0' ct zo I I ♦� I I PERGOLA/ PORCH 00 U .W z Z W . 1 wLu I FF EL.26.0' 00 Iu v ` V ul I 57'-Ol/z" PLANTER �A+9� SCREENED I I ° 7- 1 441-1" 10'-6" 21-5 1/21", v � � PORCH 1 1 ' `GJ ♦ ' 1 t 11 71-1111 201-011 161-211 2-0 61-611 21-011 21-51/211 F 9� 1WUCAP6472 I 1 o s All r-4 C-4 cu 1 ♦` m O `Q`l (3)2X10 GAF 4 � O ' ♦ WUSFD8080L POST POST ' �� 8 CJ �''J 1 m ai u I_ _; WUSFD8080R p WUSF 40805 p WUSFD8080L (V L`1�- @1 "OC �rlO X N ' 3 1- 4 14 ML FLU BEA m 1 ' (3)1-3/4X11-7/8 ML (Q)11-3/4X14 ML w/5/8" EEL PLATE X O 1 ; i FF EL.26.5' I I It w I I I 1 I I Roof 5-5 .� c Q .0 ^ I I 11 I I SHEAVES CZ (ua., Ln I DINNG ROOM 1 ' ' Wi`�'T i rY I I I I I I I \ I Q w I 1 1 I I I I 1'V .V - �. W I 1 I I 1 I J 11 Oe I I 1 1 r0 � � 1 <u U T I I 1 I I I I Ln v m Z In W k 1 t 1 I I I 0 1 I X o Q X �b I `3/ X14 ML MASTER BEDROOM N v ce Nx C�D 1 ' ' SOUND SENSE ACCOUSTICAL BARRIER I"M ; ; ; ; ; ON INSIDE WALLS AND CEILING o aL9O U 1 Ln 71-611 1 i I I N I I � � M QI I I I � I I Lf1 I Ln 1 i I I ' 1 48" A G ' 1 51-011 2'-611 —� i i ; FLUSH RTH 00 fm� N J . _O'40'-8" 151 N -%.0I ROLL DOW (WUO\FD3LSCREEN Q �2L 14ML. — — - - - ILL.r(3)2X10 HR. HrOQ'v—^J' F —� I I i i i --'I1-3/ X14 ML Ln E1 ----------- 6'-011 4 LIVIN6 ROOM � 2'-6" E I I I Ix I \ I I I I I I I ^I 2i-8n ^1 " I I I I I I ---------------------------- --------- 5-------- I I I I = I I I I I I I N Ln1 N °` ( -1 WALK-IN CLOSET �= B `fi ^'' U In ' I I I I I I m OD m ° '-103 t+ 4'-61/2" 6'-31/2" '5r-61/2" �3'-0" W 41-011 N = 13'-01/211 ILL. E _ a V W I I I I I J d < C x '� 13' S" ° p (2)1-3/4 14 ML w/5/8"STEEL PLA E — — 12)1-3L4X14 w/18"STEEL PLATE— — ' ' _ Lu �r 1.1 "' w< 00 �1 N — — — — - . . I +t + +t x---- —' o. (2)1-34/414 ML w/ (2)1-3/4X14 ML w/7/8"STEEL PLATE 2 8 CJ 6 11 6_(� w I (2)1-3/4X14 ML w/7/8"STEEL PLATE � n I -- m m 00 Lu IM rnv� Lu1 n ------ �---- ^ N N 7/8 L PLATE ' 016-OC Lf1 . _ 00 .... E PROJECT NORTH 1ST. FLOOR PLAN DRAWN: MH/MS " SCALE: 1/4"=1'-0" N SCALE: 1/4n = 1 JOB#: August 28,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6b O MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: I Ii II it it 11 II 11 II 11 II II 11 11 it ii II II II it I II II II 11 11 II it It II II II 11 11 II If II it 11 it 1 1 II 11 II II II it II II II II II II II II II II II II II i 1 II 11 II II II II II II II II II II II II II II II II II I I 11 II II II it II II 11 11 II 11 II 11 II II II 11 II II 1 1 11 II 11 II it II II II 11 II it it 11 II II II 11 II 11 1 I II II I I i I I 11 II I I 1 it II 11 I II II II 11 II 11 II II 11 II II II It it It it it II II I I II 11 II II II II II II II 11 II II 11 II II II II it II , I it II 11 11 II II II II II II 11 II If It II It II it II 1 I 11 II ii II it II 11 II it II it tl II II 11 II 11 II 11 I 1 II II II it II li II 11 11 11 it II II 11 it II it II 11 I 1 II II ,i II II II II II 11 II II II II II it 11 II II II I 1 II It II it 11 II II II II II II II it it II II 11 it 11 I I 11 II II it 1 I! II i " II II II II II !I I I it II II 11 11 11 11 It 11 II 11 II it II II II II it 1 I 11 II II 11 11 it II II II it II II II II II 11 II If 11 I i II II II II II ii II II II II II II II II 11 II II II 11 I i 11 II II II II it II II II II II II 11 II II II II II 11 1 I 11 II II II II II II 11 II II II II II II II If II II 11 I I II II II II II II II II 11 11 II II II II II II II II 11 I it II II II II it II II 11 II II 11 II II II 11 II II 11 I I II ii 11 II II it 11 II 11 II 11 II 11 II it II II II II i it II it II it it 11 11 171_�1Y1/211 11 II 11 11 it 11 it II II 1 I II II II If II II II II i t 11 II 11 11 11 If 11 II II 1 1 II II II it II II II 11 it II II II ,I If II it II II II 7'-11'/2" 13'-2V213'; 1'/z" 7'-11'/2" If 1 ,i II ii II 11 II II II ii it II it it 11 II 11 II II I I II II 11 II !I II II II 11 tl II 11 11 11 It 11 it it 11 i rr_ WUCA3660-3 I It It it .660-21, 11 it If 11 II 11 „ - II „ „ „ , WUC 660-3 (3)1-3/4 11-7/8 ML (3 2X10 DF#2 (3)2X10 D #2 (3)1-3/4 11-7/8 ML I 15'-0" 01 11'-4" -ell11'-3'/z" 2 -0" 15'-0" v�1 d- 7r_6tr m IQ C? Lu i a ►�-� 00 Iw a I ,m 1 �/ LL � 1 Q IO� '� IJ w tJ• C14 Lu _j J I� 1 ' ~ w Q a o �� I� v, OFFICE - o �Lu w o < O x I; x FLAT CEILING x BEDROOM No. 2 XLn `N its `N '� N FLAT CEILIN -N _;0 BEDROOM No. 1 I J 13 Q j BEDROOM No. 3 F T CEILING 'N -' '3 - FLAT CEILING O, N x ,,y Ix , N . M Ix (71 ' E 6'-1" ' 4'-211 4'-0" 10'-8'/211 �2'-5" 4'-6' I 10'-0'/21' E ' LINEN 2X6 WALL 2'-6" 5'-0" 11 2'-6" 11 2X6 WALL ' 1'-8" 2'-6" 2X6 WALL N TRANSOM ABOVE ------------- -- , m 11_ II 1 ID =N 8'-51/2t1 N HALL 25'-21/211 J� 4'-6" 0 9'-0'/2" CN J cn f co rn bo I �n I �I N WALK-IN CLOSET z o I , (3�1 /4X -1/2 ML 5/ TEED PLATE - - - - — 2X6 WALL — - — - 2X6 WALL -— - - (4 1-3/4X 1/2 L w/(3 5/S%STEEL PLATE FLUSH BEAM '^ Q W 2X6 WALL - — - - - '3 = I WA LK-IN I 2)1-3/4X9-1/2 ML FL (2)9-1/2 L v CL SET � I " � 6'-7" 2'-7" I o 2 6 1 - ------------- _ _' - BATH ' d' ---- ---- - ------------- I 0 3 w . moi i� EL ZD 340R 2'6" -� NO. 2 ------------- b- - O 2'-6' 6WAL � W ►O�r 2X6 W L ' o�------------- � �p • .� ♦ U _' � N - « ' LINEN ►� •cY 1 It = I_ W� ------------- V _ N (jam 0 5 /2 0 F' , __--__ J X UAL 2X6 WALL cv TO 00 V 211-0'/211 a x = g ------- _ _a I 10, 700 N _j 3'L_____________ 3'-3" 8'-9" 4'-411 d' 11'-2" d f _ M M Iii m ------------- V Q w 11'-7'/2" 9'-5" v I _� ' 10 �< = LNDRY. M _ ------------ M I� Q _ °' N� ------------- CLOSET x v I-QO -� X BATH No. 3 3'-0'/211 rn --------- 0 4'-9'21' 12'-01r 1_I'Ir 3'-0'/2' 13 v1 WUCA3044 = BATH J' ' ----________ _ Z':_ O (3)2x DF#2 -' No. l �I `�'------ ------ Z =N o � IN 4'-6'/2" x' - � a ' ' ^I ------ ------ - o 'x m LASS v I m, ------ 0----- .N- N DOOR ID ^ O O 3 9-1/2 L BEDROOM No. 4 ; 'c rn N � 1 I LOFT SUPPLY D N PAN FLAT CEILING 3 9 1 ML Irn O UNDER WAS R(fYP.) M Irj O U 1 WUC 3660 X � u WUCA3660 L� � +; _ o '� 1 ' O, 0 D w � .x (3)2X10 DF#2 (3)2X10 DF#2 A cz D � 9 � � WUCA3660-2 WUCA3660-2 4 I '/411 41-1'/4" In ^7-2 - r''/2 6 8' 5/4'r 8-5/4lr Lu j v M in s 11'-3'/2" 29'-3'/211 B 161-111/21tN v M x N NATTIC m 1 5 7'-61/21' u o sON Hjl m 1 @1N OPROJECT NORTH ND. FLOOR PLAN 2080.1 SQ. FT. SCALE: 1/4" = 1' ' NOTE: (3)2X]p DF#2 1).PLATE HEIGHT AT 9'-0". 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I L_ APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1.EXTERIOR WINDOWS AND DOORS TO BE MARVIN WUCA3044 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. WITH STORM GLASS,LOW-E 11.ALL GRILLES TO BE V . HARDWARE. 11'-71/2 1'_71/2" 3).VERIFY WALL DIMENSIONS,STRUCTURE,ADDITIONAL CONSTRUCTION 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.ALL INSULATION TO 2INTERIOR DOORS TO BE 8'HIGH1-1/8"WIDE,SDL.PROVIDE SCREENS, AND AND 10 WITH ELEVATOR SUPPLIER PRIOR TO CONSTRUCTION BE POLY FOAM INSULATION (SEE SHEET A-19) THICK, WITH BALL BEARING HINGES. 1 tl 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 8).INSULATE CEILINGS.ALL INSULATION TO BE POLY FOAM INSULATION 23-3 Ar (SEE SHEET A-19) � 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. NOTE: ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR BATHROOMS TO HAVE MOISTURE RESISTANT SHEEIROCK REVIEW SHEET A-19 FOR MICROLAM HEADERS. 10).INSTALL SMOKE AND CO DETECTORS PER CODE. INSULATION REQUIREMENTS '? S ' �at 3". AN DRAWN: MH/MS i y, ➢' F SCALE: 1/4"=1'-0" JOB#: August 28,2014 . SHEET NUMBER: A PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING ALL GENERAL CONTRACTOR SHALL AND SHALL SECURE THE C of 0 PRIOR RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 RIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ------- ---------------- ; ------ - A I ; 1 111 I 111 _�-:1 I=Q RR I I 1 I@t—�6'OC 12 i i_- --- --------`ii-- 1 W I 1 111 1 I � I I 111 J 1 1 1 1 III 1 ■ ' - ----------- N 1 n I ' X 1 1 111 I a 1 1 111 I I M I I 111 I I I I I 111 111 1 e----------- -----------• 1- - - - - - -111-- ' 1 II d� a 'TTr' O w w 2s'-10" 1 1 I I I I 1 I 1 I i I 1 i I 1 1 1 I , ! T----------------------------------- -- - ---------------------------------�T,-;i- ------_,__-�-'-� T___T__�T r - ' ■ (2,2X10 DF#2 ■ ' ' I 12 I I I I I I I 1 I i 1 1 1 I 1 I 1 i ' ' Tt.�i Q• / ��' r,QI i 1 I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 yl r' ROOF POCKET I f�•I m i 1 I 1 1 1 1 1 1 1 ( I ' I I I 1 ' ' A f r/ .MIN.1/4":12"PITCH// 50'-81/2" j ,-82„ ' ; �' f f rr f • � ,f ' ; I i 1 I I I 1 I 1 i i 1 1 I 1 1 I I 1 i 1 A B E I I I I I I 2X1 0 RR ■ / ,.•f rfi //`/� fi r/• I ; 1 1 I 1 1 1 I I I i I 1 1 I 1 I i @16"OC 12 ----------------- � i l ; � ■ / ! f % I I I I 1 I 1 i 1 1 1 1 I V/ m N f+ 2X10 DF#2 RR_n16'OC O 12 I � 12 2XIO RR I 2 GAF TIMBERLINE LIFETIME SHINGLES „•—•—(3)2X10'F#2 •—•—• a d+�,\ry�y I I �lG�!!� a ct W OVER 30# FELT AND ICE &WATER J ' ' !/ \3 U / 1 , / /r HOUSE ROOF AREA:4151 SQ.FT. 1 , oc 12 L 2X10 ■ AT 100%WATER RUNOFF:700 CU.FT. U ' 1 PROVIDE 3 8'DIA.X 6'DEEP DRYWELLS O CORA VENT / ' I I / ROOF POCKET / POST MIDSPAN I ( ) ' , o //MIN.1/4":12"PITCH // TO SUPPORT ' OST MIDSPAN I 5-400 VENT RR I N■ / / / VALLEY BEAM X, I2 ALLEY ORT / / DRYWELLS CAPACITY:760 CU.FT. VALLEY BEAM / SOLAR PANELS j I ❑ .J T D p. I p R CABANA ROOF AREA:445 SQ.FT. 1/2 RN D. / 2X6 PLATE ' I , � � � g�-P f I ■ ���\ AT 100%WATER RUNOFF:75 CU.FT. GUTTER T:'—•—(�)'JRi-brr•—•—• =� �.t� _________ ____________________ ___ �i! I d} PROVIDE(1)8'DIA.X 2'DEEP DRYWELLS i r ----------------- --_- \ -'-------------, r M i •2 0• I ti\ 2X10 RR DRYWELLS CAPACITY:84 CU.FTrT . Q16"oc E 1X8 VERSATEX 1 FASCIA 12 I 4 1-3/4X14 ML RIDGE ' I. PO POST 1X6 T&G VJ I ' / DRI_2X10 DF#2 RR f!a 16"OC , = C'7 N �_1 E&CB VERSATEX -1 ' 12 1 rn m ° 5/4X8 VER ATEX o 2X,0 To1,6"OC 12 Iz ' ' o ^ G v Q v CL")) M p I FREEZE BD. I O x o MARVIN INDOWS I 12 w �' \Q w/ 5/4X4 VERSATEX a - - CU u 1 , , •rI L — — CASING _ J 3\d+°> �g�9 0 2X10 DF#2 ' � 5 V ' ------------ - /p 12 ------ ---------- 8 „"- // / /r 113"„ z Vq!( POST MIDSPAN Q� rpJ POST MIDSPAN U m 'S'/gyp pl. ROOF POCKET p �' TO SUPPORT �� �� TO SUPPORT '�M Cn 1 o MIN.fV4';12'PITCH �',O VALLEY BEAM \ 00 IV N� n � g">Li� VALLEY BEAM N , 12 !� DRY WELLS TO BE 10' MIN. W _ e� '!!�y AWAY FROM HOUSE -------------------------------------------------------- ' Q/� / 2X10 DF#2 RR 016"OC QV X OO 0 '0 0 ' RID E 1 I / 2X10 DF#7 RR Cd 16"OC 8� 1 U I � ,r�r 0 I , '2 ; _0 D 2X1012F#2 RR na 16"OC ' OI WUC 044-2 d I i ROOF POCKET ■ / ! it ■ O i o o ' 12r"PITCH z •,/ , ' // 31' / 16'-5Y2 c M " N ROOF POCKET J / / ' ' m .o�,F ; i_----- i`+/-_-♦-__/_fr_• ___ _� oI rr /MIN.1/4"a2"PITCH' f'fjMIN. OO1POCKET PITCH 1Ip ROOF PLAN ' r 12 0 / I . ryI/ `rr,// •/r/ f � �/ I0ry S 0.188'12 ` •2/ 2-I Ni-- 210 DF# (2)2X10 DF#2 -—-i vi•—•(2)2X10 DF#2•--�V E PROJECT N0RTH 1 1 , I ' I 1.INSTALL 2X6 DF#2 COLLAR TIES AT 46O.C.. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTION 1 / 2X10 DF#2 RP t�16"OC ; ) " WITH ROOF AND SIDE WALLS(TYPICAL). § .+•;, ,,,y,Y r 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED ff..d" LAG SCREWS WITH WASHERS AT EACH RAFTER. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING N_«..�,'yi,%- � t�• i 7 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. >2,•" cP' �. 4 ,r� -T 3).APPLY S/8"THICK FIR PTS SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END F THE NOTE: (►�' 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING ISCOMPLETE. REVIEW SHEET A-19 FOR DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRI CTIONS. "�``�• 's'"-.' INSULATION REQUIREMENTS ,S � :� _=�., ,"`a`' �.._ DRAWN: MH MS 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WIT AT s:•' �' `; C 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PL WOOD. n ` SCALE: 3/16"=1'-0" USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BU NOT CUTTING INTO SHINGLE SURFACE. '" " JOB#: 25'-8" 37'-10" August 28,2014 +Qr«; 223 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS F MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS AND REMEDY ALL DISCREPANCIES I OR APPROVAL G ALL GENERAL CONTRACTOR SHALL R RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-8 Q WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 1-3/4X11-7/8 ML RIDGE 12 2X10 6"O a RR @1C 8 2X10 DF#2 rol RR @16"OC 2)1-3/4X9-1/2 POST POST (2)1-3/4X9-1/ ML HIP ML HIP 5/8"PTS SHTG. (3)1-3/4X9-1/2 ML w/(2)5/8"STEEL PLATE (3)1-3/4X9-1/2 ML w/(2)3/8"STEEL PLATE (4)1-3/4X9-1/2 ML w/ (3)5/8"STEEL PLATE BATH No. 3 0 I WALK-IN CLOSET 11 2X10 DF#2 BEDROOM No. 3 - I (� O RR @16"OC l I [~i 3/4"SUBFLOOR _ _ U u -- 14"TJ1560 WOOD-1 F1 @16"OC 14"TJ1560 WOOD-1 FJ @16"OC 2X8 CJ (3)1-3/4X14O (2)1-3/4X14 ML x � @16"OC ML w/7/8"STEEL MASTER BATH x 0 a° ° 0 WALK-IN CLOSET MASTER BEDROOM Ld 3/4'SUBFLOOR 14"TJ1560 WOOD-1 F1 @16"OC PATIO - - - - 2F�l X6 . a ° PLATE Cp o 6X6 10/10 WELDED WIRE FABRIC ABOV e W14X53 I e' •a — "GRAVEL ON COMPACTED CLEAN FILL— j e' •° PLANTER o• STEEL GIRDER ! o PLANTER N 'e a II l�i 11= I �� I- I—IIII�IIII=111J��11� 111111{1 ......111= .° —► ° I o°•. — o•• (_ I I (( =IIII I=II !( I— I I I (I=( I JIIII IJI I Wl-�( -I�III ILLW I I fI I' III U iI —� �) ' eoQ!•° NATURAL 1LLL I � o GRADE 'n ° .FI °o• •!o° - N °o' MECHANICAL & STORAGE ROOM FINISHED BASEMENT i !o Q, •° • I �� �.�a I I ,�1 I -:_� 111�II►�II�������II�� e••° v. i I I _t I n I •o NATURAL 4 12"PC WALL o eo •° 12"PC WALL 16"PC GRADE e •° 16"PC DAMPPROOF o• •o DAMPPROOF z e. NATURAL " 4 o WALL o ° WALL 12"PC o.! GRADE e, ° e, ° v• I • .o O • R! WALL o o , 4 0. • 4 p 4"CONC.SLAB N a °A•o Oa 'o . .60 .°C•o a Ca 40 4 W = 48"X12"CONC.FTG. 48"X12"CONC.FTG. 48"X12"CONIC.FTG. 30"X12" 30"X12" �j kn U CONIC.FTG. CONIC.FTG. kn SECTION A-A o 00 SCALE: 1/4" = 1' a N N m O Cn p Ln N 4 2aroG 3 3 1O 0" m -O 11/2 11/4 11/2 11/2 11/4 11/4 11/2 r v D" 7 11/4 11/4 11/4 11/4 11/4 11/4 >z< O y I 1 W.C. W.C. W.C. W.C. op I I I I LAV. LAV. LAV. LAV. b LAV. LAV. bA I f H SH ER 21.® BArH CEr)sII I y �cd Ju 3 3 11/4 \c)'O W lo a" 30 011/4 WOW SCREWS c/ 2 4. WASHERI 2orAtvANaEv 2 1/4 /4 G1 S, 11/4 I C.O. I2.O.c 12•« C.O. C.O.. { ` l 12• [(11� F�� I, \ �(_ I333H I I S314'HE APA PLYWOODU2•APA RATED SHEATHINGSHEATHING GRADE PLYWOOD . ' 11 �, I 3 1 I I 1 (ALTERNATIVr 7/16 OS.B) 1 I I r 1R'APA RATED SHEATHING I I Il S S V/) GRADE PLYWOOD (ALTERNATIWVE: 7116'O.S.B.) xlo srAmltss sTEEI. ( I/ ( / (1 I 1 1/4 1 1/4 11/44, 11/4 11/4 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 1 1/2 1 1/4 1 1/2 1 1/4 OR GALVAN= 27(Sn)DS I I f ! O WOOD SCREWS W/ '• WASHERS°ir O.C. ® ` ` 6+ SINK SINK SINK p q /I( ' ' I \ \ I' I I W.C. LAV. LAV. W.C. LAV. W.C. LAV. LAV. CA I WINDOW SILL TYPICAL WINDOW OPENING W.M. (LESS THAN 4'-0X8'-0"OPENING) ( I ♦105 AINUISS STEEL D.W. FI A.I. ` i I j ti ORGALVANQED BAH SHO ER �► WOOD SOfEWS W/ WASHERS°12'O.0 TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING) MULTIPLEF#2 STUDS CDNNEASSEMBLIES 1 1/2 1 1/2 2-2%9 DFR2 STUDS CONNECTED1 1/2 TOGETHER WIT STAINLESS STEEL 3 L- I /4 2 3 1 1/4 1� OR GALWNIZED BOLTS W/WASHERS 11/4 C.O. I C.O. 11/4() 2 011/4 PND NUTS°2'-0.O.C. C.O. I I C.O. 3 3 C.O. I 2 03 TYPICAL MULTIPLE OPENINGSI C.O. (MORE THAN 4'-0X8'-0"OPENING) 3 3 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL_ PANEL x AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) Q' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SLOPE" 1/4" PER FOOT PITCH TO DRAIN ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 4 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. PLUMBING SCHEMATIC4"C.I. A "'SEP.�"J�,w S' � � '� TRAP HOUSE ,`" 'M ��,�+ N .T.S. DRAWN: MH/MS $' SCALE: 1/4"=1'-0N JOB#: August 28,2014 Q� SHEET NUMBER: J22ov Iv 3�Q � r PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O I _ W 1-3/4X14 ML RIDGE O 1-3/4X14 ML RIDGE (3)1-3/4X11-7/8 ML VALLEY VENT F�/�1 16" x,6.0 V 1 u STONE OVER 4"CONC.SLAB QQ O/ w REINFORCES WITH 6X6 10X10 WMM � F� RR @ DF#2 FYPON DTLB5X5X3 • 4 • OC 4 • • 4 • • 4 • • 4 • • 4 • 0,'h c ° I DENTIL BLOCK =COMPACTED CLEAll N= °•! 4 FILL illllll— ATTIC a IIIIIIIilllil' I ° °•! °. VARIES a .4 a= fl 14, 2"PIPE DRAIN ° 41111111) 5/8"PTS SUBFLOOR — - _ - — =#5 @18"OC 8'O.C. ( I= 9-1/2"TJI230 WOOD-1 CJ@12--OC NATURAL GRADE ►' o — - - — °•• 4 .36" -IIIIIIIh #5 @,2"Oc_: �� I 1 HALL =MIN. #s @s"oc—__ _ iz^I I I LAUNDRY CLOSET —11111 #5 @12�OC_ o --- 11 I I IIIIIIIIIIIIIIIII�IIilllll-1111148IIIIIIIII�IIIIIII i OFFICE I I PATIO WALL DETAIL I , ® �00,_ R Q I I ® ® @76. o w 3/4"SUBFLOOR OC------ 2X8 CJ @16"OC 2X8 CLEAR CEDAR PJ 16"OC — — - - — 14"TJ1560 WOOD-1 F1 @16"OC 14"TJ1560 WOOD-1 F1 @16-OC (3)1-3/4X14 ML w/ � W 1-3/4X11-7/8 ML (2)1/2"STEEL 4(3) w/(2)1/2"STREEL LIVING ROOM 1�0�I CLOSET o 14X14 FG COLUMN (RAISED PANEL) HALF BATH PORCH o 6X6 ACQ POST ELEVATOR PORCH A6 T3/4"SUBFLOOR `- ` N N PATIO I - __: -- 4 - ---- ---- - — u n • • — p. ° 14 TJ1560 WOOD-1 F @ 6 OC 14 TJI560 WOOD l F @16-OC 4 � - J 1 ' - J III Mill ''O -- 1����� e' O •D 'O ^ I� I (�I O � I I �III ,,,I�'�ll't1Wl� A° O ___ __________ °•! 4 0 •p � � w o I (SHALLOW) POOL n I 'FILL_ I ,0 4 p.o _ IIIllL 1 111 =J111 - e o a o•! 4 ► II NATURAL o• o e._J(III iI( (I i o e. o e ® a .4 °•° 4 N �c�+ v 4 cn 4 GRADE ° •o . 'o p �o e NATURALLo G•e D .'�• U >~ v 4 I GRADE 4 ° p•a 0a a �a a . ° 4 � vim.. (n o' p •a RS (OVERFLOW) I o e Z (DEEP) 4 o•a o•• 4 0•• ° a .4 'o °o O W IIIIIIIIFg iililillllllillllll 4'a �'a a D a a ® o. o •a o �. [) ° • • • °, i 4 4 4 n 4 o e °•e 4 oil 4"CONC.SLAB 4 0• e' o o' o o' D o' O o' o o' D o' D o' D ► o o' D o' o o' D o' o o' o e' D o' D o' D o' O o' o �'0y� c f•o•' v5v�•�0d• '°'• �'a '•,vr ••d �1•�•d° ' — ' - — Q. vi o oD .'o' O .'oo .'oo .'o' vi �•o•' � vi o v•• O • O • O • O • O O SECTION B-B. SCALE: 1/4" = V u DRAWN: MH/MS M.b-.kt f -���> :v..r .�• 3 SCALE: 1/4 =1-01. JOB#: �"• ;«, �23 August 28,2014 jd SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 10 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: W O U O w Ei � U O W W 1-3/4X14 ML RIDGE 2X10 DF#2 Al 11C RR @16"OC (2)1-3/4X11-7/82X10 DF#2 L P,00FP0cvFT 12 ML HIP RR 16"OC 12 / 1113 (2)2X10 DF#2 8� R F P CKEf (3)2X10 (3)2X10 LLL 2X8 @16 OC 5/8"PTS SUBFLOOR (2)9-1/2 2X8 DF#2 14"TJ1230 WOOD-1 CJ @16"OC Q ML CJ @16"OC (3)1-3/4X14 W (2)1-3/4X14 ML (ML GIRDER ct 2)1-3/4X14 ML GIRDER W �+ 5/8"TYPE-X FIRE RATED SHEETROCK �r U ALIL 11 11 ON WALLS AND CEILING + ® O � U 14X14 FG COLUMN (0 SCREENED ' (RAISED PANEL) ^I ® GARAGE 04\ 6X6 ACQ POST PORCH I ® 45 MINUTER FIRE RATED ' DOOR w/SELF-CLOSING „ ® HINGES AND STEEL JAMB q-loll„ Z_ d, p, • 4 e °. a e. a • e. • e. •. a e. 4 . O PATIO o . _ Ii FILL= 1 — _ _ — e°e•' o . ' — O I II 11 I I I I (III� II •li� ie� IIIIIIIU•111 e6X6 10/10 W•ELDED°W. IRE • •. 0•• 0' IIIIII�I I'�I IIIIII I 1(IIIIIl =(II o• i o _ao,, . ,c (� e -- --- e —e. ---I Ncr i w6X6 8/8 WELDEDWIRE FABRIC OVER 4”GRAVEL ( (I ( 0 4 .d, � O(II I((I 'IIllIIIllIhM)1 )I( (LlII I( LI ( IIIIII —I i I II— Crj —11111111w ' X4"GRAVEL ON COMPACTED CLEAN FILL WALL i 11111 11111111 0_2 40BOVEARICA 4 duu lot EDCLEAN FILL °. °. .. t\ _ ('I� •o .40•n .40• NATURAL .o •4 _ _ °° • •° ' I I I i I— I I I I11�I ��-°w+ GRADE e O a;� e; ° �O .� �--------- 16'X8" — - d � °.• 4 ----------• CONC.FTG. �+ }; w C m o . .4o II 111�i- z O.! O.! e O . ( _ II II11y NATURAL D N °•• GRADE ° ° ° O e ° ° D•D D'� STEP FOOTING w ---- u 4 • ' 4 4 ADJUST WALL w/FTG. • ' 4 u — � 16' PC 12"PC - - • 12' PC •� 8"PC , O � n 0 0 A% 0, WALL WALL A ,, ,, WALL WALL 11��11��1 ��I�III e' O —,-- e' •O .' e' O . O . eAT STAIR/PATIO HEIGHT AS REQUIRED -_------- mL� , 1111i • i — ; VCHANGE(VIF) (TYPICAL) cd ° • � ° d; o • • 0 <Z 4 416"PC 4 4 4 a U :2 12"PC e' O e' O .' WALL e' O .'e' O .'e s' O •D D .' r---------' dam+ v 7-1 (n WALL O.'o: 4 ° ! O.at ° • O • .ti° :g° p. , N v v • 4 4 • 4 4 .D .D. I 0 0 0 0 00 0 0 - ♦ .--------- �O f've : •D �'C .•�•A e4 C°..oi �•v• 'D 0•A 01 �'v•' p've' ---------' W — - - — • � 16"X8" 30"X12" 48"X12" 48"X12" 30"X12" 30"X12" CONC.FTG. CONC.FTG. CONC.FTG. SECTION C-C CONC.FTG. CONC.FTG. CONC.FTG. DRAIN TO CONNECT TO DRYWELL(TYPICAL) SCALE: 1/4" = 1' u 0 N V s T ri Yj DRAWN: MH/MS SCALE: 1/4"=1'-0n JOB#: August 28,2014 n, �23 t SHEET NUMBER: jZ - 11 REVISIONS: O Q A ❑® Q O w H � U W 0 1-3/4X14 12 ML RIDGE 11 11 --- 8 _ 2X6 COLLAR TIE 48110C _ G oF0�� ATTICL=LJ- �L— �i I - L Ljj ROOF POCKET ROOF POCKET ROOF POCKET 2 2X6 PLATE PULL DOWN 5/8"PTS SUBFLOOR t2 RE — - - — STAIR(VIF) 2X8 F#2J@16" C � (D 14"T.1230 WOOD-1 CJ @16-OC 2X8 DF#2 CJ @16-OC `V U (2)1-3/4X14 (3)1-3/4X14 ML LLj ML w/(2)3/4"STEEL r r o F- 'zz ii I MUDROOM °O U GARAGE _1 5/8"TYPE- FIRE RATED SHEETROCK ON ALLS AND CEILING PORCH [.Lj o /4"SUBFLOO +� N v a •. • •. • •. .. a •. • •. • •. • •. � (Y•� QJ • ,. 14"TJ1560 WOOD-I FJ @16"OC 6X6 10/10 WELDED WIRE FABRIC ABOVE X u . •• ,. <. 4 4"GRAVEL ON COMPACTED CLEAN FILL e' o O 8"PC ; W/6X6 8/8 WELDED WIRE FABRIC OVER 4"GRAVEL o o 16"PC e WALL NOTCH 2"DOWN AT OVERHEAD DOOR OPENING e' o' v WALL •p ,4 O 0 S]. D� • �• 'O 'O • 4 • � FFjrI1 V .n n e • e •C 16 X8 e• ' e' 00 4 16"PC WALL 30"X12" — - - — CONC.FTG. n o U n DAMPPROOF CONC.FTG. r � p, e' o' O WALL °o 0!.4 SECTION D—D a� 0. 4 SCALE: 1/4" = V N 0) � owl O • e ! o 4 4"CONC.SLAB o , 'A 30"X12" 30"X12" CONC.FTG. CONC.FTG. W V DRAWN: MH/MS X1 iz SCALE: 1/4"=1'-0" , . � M JOB#: August 28,2014 W r? SHEET NUMBER: A- 12 REVISIONS: O I 1-3/4X14 ML RIDGE 12 O W Q-�@r16cOG ^n z O�'L POST DBL.2X10 DF#2 RR @I "OC POST 'PR@ w O ATTIC POST QO POST n ' 5/8"PTS SUBFLOOR !-+� 9-1/2"TJ1230 WOOD-1 CJ @12"OC %1-3/4X9-1/2 ML (3)1-3/4X9-1/2 ML (2)1-3/4 9-1/2 ML ML w/(2)5/8"STEEL w/(2)5/8"STEEL (3)1-3/4X9-1/2 w/(2)5/8"STEEL O WALK-IN ® ® ® ® WALK-IN CLOSET ® ® HALL ® ® ® CLOSET rn 2 4 12 °'�6"OC 3/4"SUBFLOOR 11 Hill III _ - - — O 2X8 C1 @16"OC I J1,11(3)1-3/4X14 ML 14"TJ1560 WOOD-1 C1 @16-OC (2)1-3/4X14 2X8 CJ @16"OC — - - — 0 w/(2)3/4"STEEL ML (3)1-3/4X14 ML F O C3 W � U IIE o �=0E ® � o � o 0 KITCHEN D1NIN ROOM a a LIVIN OM WALK-IN CLOSET 3/4"SUBFLOOR 14"TJ1560 WOOD-1 CJ @16"OC • SOFFIT AT + GIRDER % c') O •D• � o. � M p U o • . W14X53 0•• X u q`• STAIR GIRDER .° O m a; ec • P� c*i p .. e;• O $ .sem ° WELL FINISHED BASEMENT o• _ `� CA .D .•, •, N •� �'� w u ILov •ptie c °•• 12"PC WALL p v 12' PC WALL e••D 0° CONCRETE SLAB&STAIRS ° DAMPPROOF 't v �*: o w/3600 P.S.I.AND 5-8%AIR •' �+ ENTRAINMENT o• o;• . t—I �D • a e. e e a. • e. e e 4"CONC.SLAB00 e. a •. a e. e. • • e. • e. • e a. •° N � � � 0 W DRAIN To CONNECT ° • O CONC. IFTG. TO DR,NUELL(TYPICAL) o• n SECTION E-E 30"X12"CONC.FTG. A .. 6;° 30"x12"CONC.FTG. SCALE: 1/4" = V w u O 1�1 � U A e ?T �N� DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: August 28,2014 SHEET NUMBER: �e — 13 REVISIONS: �O W G� W E� V O^ W F"+-1 i-3/4X11-7/8 O ML RIDGE 12 t� 2X8 DF#2 CJ @16"OC 2X8 CL.CEDAR PJ @16"OC I 11-F 3-1/2X11-1/4 WOLMANIZED PARALLAM(BOX IN w/1X12 CLEAR CEDAR) „ POOL HOUSE CABANA 14X14 FG COLUMN „ (RAISED PANEL) 6X6 ACQ POST „ 0 PATIO GUNITE POOL PATIO �j �I:l� • • •. • • G • •. a •. • •. G a a. .. • �. .. • e. A C • •. .. e. s a. �/\ \./ 10/10 WELDED WIRE FABRIC ABOVE 0 •0 ^ VI MQ� o • — o • o 0 4"GRAVEL ON COMPACTED CLEAN FILL= cfl •° 1 ! —1' > •° -I RETAINING I O I VIII ( — I I IIIIIIII—.IIIIIIII111111111=111111111 1 SHALLOW END { ( _- -) {) I =i I{ I-11 ° IIIIi o 0 111111_ o 00 0 0 == iilii I (( o PLANTER WALL �--I ,D o' o FILL= — { FILL,= I O .e o .' FILLS " . ..,, II Ill II I� I II I I I II I _ I I_- II _ 111=• ° - 00 16 CONC. e. — °• ' a °• ' 0 e. - 4 0• -- — 1 °. I I I( _ - O V 0 f — _ _ _ _ a -- _= o._ FILL STEPS/WALK WAY RETAINING WALL o =1I f { I I 0 0 O 0— ( e —� o _ _ I — { II, --- - _ , ( III— WALL e 0 II{�.11J111 (III;LL • o 1111J.(L�IIIL(lU II II=IJJ11111��11111L 0 O e NIL, _111M 112111_ LLWIII� •O s 0 .► O e O e 0 e 0 e O o O o O e 0 e 0 e 0 •0 a ^� DEEP END0. .0 IIIA-.11111 II�LLI _ 1111111=�lllI�IL- p••° ���� =I I a•.0 a•.00 � 0•.040 � •0 0 'o � � .0f3a4 � •o .4 NATURAL ' NATURAL ' NATURAL NATURAL NATURAL ►' O e' O e O o o' O .' e' O °.: 0 GRADE °•: 0 GRADE °.' 0 °. 16"X16" GRADE : 0 e : 0 • 0 GRADE e.: 0 GRADE o o 0 20"CONC. o 0'o CONC.PIER 0' 0'0 0 0 ' O ' ' WALL ' 16"CONC.!.. O ° WALL o � 1 o .0 0 .0 0 0 0 0 0 •o . 0.0 . 0 0.0 . • Q • • � o. v•�• a o e O e O e O e O e O o O o O s O e O e O e • d •o 0.0 0'A 'vl p•o.• , •vl p•v• Ff- 48"X12"FTG. 30"X12"FTG. 36"X36"X12"FTG. 48"X12"FTG. 0 SECTION F—F m N C�m o -p SCALE: 1/4" = 1' m o � } d@ m �0v O 00 \ V rm V c Lr) � G1 (J) 00 10 N 10'. w3 H d O d • V '�. l)v' 'u.3 N DRAWN: MH/MS * v, j;" SCALE: 1/4"=1'-0" JOB#: t August 28,2014 SHEET NUMBER: A- 14 REVISIONS: ALL WEATHER CAULK BACK BLUESTONE UP ROD&JOINT FILLER CAPPING =_==_ CHIMNEY MUST BE A MIN. e - OF 4"SOLID MASONRY c V 1 °. --= LEAD COATED COPPER I E I.�•-� �• -- `' FLASHING AS REQUIRED r — — — — — — — — — — , r — — — — — — — — — 5/8"FIR CDX , ROOF RIDGE I GAF TIMBERLINE LIFETIME SHINGLES I BLIND FASTENER PENETRATION SHEATHING I �• D FIRE STOP:26ga.GALVANIZED STEEL a 2"AIRSPACE(TYPICAL) Z 1"INTO BUILDING FRAMING WEATER RESISTANT OR NON-CUMBUSTABLE SHEET— OVER HEET OVER 30#FELT AND ICE&WATER 1 I I (1/2"THICK MAX)(TYPICAL) MEMBER(TYPICAL) VAPOR BARRIER(TYP.) SORA VENT VENT / I 12 I 1-1/4"min.BOARD ( �• _-= CLAY FLUE LINERS,JOINTS O a/ �' OVERLAP min •p NOT TO COINCIDE WITH N 1/2 RN D. 9DZolo' I /4min. X PLATE STARTER STRIP#FS1010 I c• c OTHER MASONRY JOINTS GUTTER I 1/2"SPACER O p __ _ _ O ' I WATER TABLE BD. 1X8 VERSATEX FASCIA 1X6 T&G VJ I I I L 1 I e —= _ — E&CB VERSATEX ° 5/4X8 VERSATEX I I NICHIHA SIERRA SHAKES Oa ( FIRE STOP:26ga.GALVANIZED STEEL 2"AIRSPACE(TYPICAL) COLOR AS SELECTED BY OWNER 4 OR NON HICK MAX)(TYPICAL)SHEET " ^Tu I FREEZE BD. I I CUT ENDS MUST BE STAINED, � � ( (1/2'THICK MAX)(TYPICAL) '4 A MARVIN INDOWS PAINTED,OR SEALED W/5/4X4 VERSATEX I I L — — — BASING D'a o O I L — — — — — — — � � — — — — J - 00 Ir — — — — — — — — — FIRE STOP:26ga.GALVANIZED STEEL O•OR NON-CUMBUSTABLE SHEET (1/2"THICK MAX)(TYPICAL) J 2ND.FLOOR I r — — — — — — F o R �• = — IFYPON PVC DRIP CAP 2X12 BLOCKING w/ I MATCH ROOF 1X12 VERSATE —ICE/WATER BARRIER FASCIA I WATER TABLE BD. ALONG PERIMETER I °. z"AIRSPACE(TYPICAL) FYPON MLDS85303BP I 3 4"SUBFLOOR a PVC DRIP CAP I 2X6 ACQ PLATE w/ a _ `m BASE OF FIRST FLUE MUST BE TERMITE SHIELD& e ON ALL SIDES(TYPICAL) x I 1ST.FLOOR I CONTINUALLY SUPPORTED SEAL W 5/4XB VERSATEX I 14"FJ 'p• a SMOKE CHAMBER WALL THICKNESS 6" MINF-L .WHEN LINED WITH VITRIFIED w/BLOCKING I + I P e _; CLAY OR FIRE BRICK WITHOUT LINING "� O 5/4X8 CD I \ I p' ;_- R. P MIN.B"THICK. O VERSATEX I 5/8"X16" 2X6 AL PLATE I ° I °O U I 'T' ° DAMPER MUST BE CERTIFIED TO O ANCHOR BOLT P ° = HAVE AIR INFILTRATION LOSSES I @ 36"OC O ° S/8"XiO" I D IN CLOSED POSITION NOT TO a ANCHOR BOLT I " °• EXCEED 20 CU.FT.PER MINUTE 10 @ 36-OC O FIREBRICK LAID IN 11• CULTURED STONE AS °• D HEARTH AS SELECTED SELECTED BY OWNER O ° I BY OWNER REFRACTORY MORTAR =N INSTALL PER MFGR. ° FIRE STOP:26ga.GALVANIZED STEEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ % #5 REBAR @56-OC I OR NON{UMBUSTABLE SHEET TOTAL THICKNESS OF FIREPLACE r , 17 l_ — — — — — (TYPICAL) — J (1/2"THICK MAX)(TYPICAL) WALLS,INCLUDING FIREBRICK LINING,MIN.B" I I O N - - BLUESTONE,BRICK I 2'AIRSPACE(TYPICAL) OR PAVERS SSB ° — — — — — — — — — — — — — — — — — — — — 4"min.POURED CONCRETE a I #4 EPDXY COATED HAUNCH I r — — 1 w/REMOVABLE FORM OR w/ REBAR 24"OC EACH WAY o r"— — — — °- NON CO 2"REBAR AT 6BUSTABLE 6""OC RM7p e O 4 CONCRETE SHELF 6X6 10/10 WMM I I AT PORCHES I I ' ' ' ' ' 'a. D m N 0 ° 24"HIGH SPLICE I P D P D c D ° D ° D P D I p =w e m m O ° ASH PIT(TYPICAL) Cf\ 4"CONC.SLAB D I �° O 116"THICK CONC.WALL 0 °D I 4 q Q q q q DUMP TO BE SEPERATE X U ° 4 1 ° EXPANSION #4 REBAR FROM AIR INTAKE O r a N I 6"GRAVEL I O Dp DAMPPROOFED I Q D'4 D'a D'a D`o D`4 I v m _ I O I O JOINT I > > > > > IRRUPS e a N 0. rn M O ° ° I #5 REBAR @56"OC P D P D P D P D P D P NOTE: <7a 00 (TYPICAL) P D 4 4 I 4° , O° ° O° °, O° o �° e 4° ° @8°OC I •a= `-a x O c'"C WALL THICKNESS VARIES a ° q ° ° q 4"CONC.SLAB q q n n.- q n DEPENDING ON ADJACENT (3)#5 REBAR SCU I O c D . I (I q q O q ° qO ° p � oop PATIOS) (MIN.12"). Pn 4, D � ALL FILL BENEATH CONCRETE SLABS TO BE FOOTINGS VARY(DEPENDING 4"CONC.SLA 04 u a • a O ;co ~CONCRETE COMPACTED TO 95%RELATIVE DENSITY OWALLS) (MIN.. ) . ASTM D-689.COMPACTION TEST AS NECESSARY. e 4 a SHELF I VERIFY IN FIELD AND ON PLANS I I q q 4 q d q REBAR @8"OC PRIOR TO CONSTRUCTION. o ° o Q D`o D'o D`a D'o EACH WAY A° �J m D BASEMENT SLAB 1- — — — — — — — — — — — — — — — — — J REVIEW WITH ARCHITECT a L- — — — — — — — — — — — — "I ( b D P P D P D b D P P D I FOR ANY CLARIFICATIONS q I Oe ° On ° Oe ° Oe ° Oe ° �a ° Oe ° I p e •a N y I � W � L — — — — — — — — — — — — — — — — — — — — — — —1 HOUSE CONSTRUCTION DETAILS FIREPLACE DETAIL W 0 V)N U ... DRAWN: MH/MS '4'` t r ? SCALE: 1/4"=1'-0" JOB#: ' August 28,2014 SHEET NUMBER: A- 15 REVISIONS: ATTIC 0 I 2ND. FLOOR 2ND. FLOOR co CAMBRIDGE ELEVATING CO. MODEL No.CE TYPE 2 PH.800-265-3579 ELEVATOR SIZE,FRAMING,MODEL,etc - If) TO BE VERIFIED AT TIME OF M 36"X48" I ELEVATOR CONSTRUCTION.MODEL FOR _ N O 0 CAB BID ONLY. I I CONTRACTOR TO CONSTRUCT ELEVATOR 0 I 1ST. FLOOR 18R 9T 1ST. FLOOR wSHAFT PER MFGRS INSTRUCTIONS. �- Cn ELEVATOR TO BE PROVIDED AND INSTALLED N 8-4" @ 7-1/2" un BY ALL-ISLAND ELEVATOR CO. 6'-0" �, PH.631-723-1500 O WEB:http://www.allislandelevator.com W ^� Q ul W �~ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — o BASEMENT ° T-6" BASEMENT Q•+ I INSIDE WIDTH OF CAVITY I I 0 16R 9T 5-1/2 I 00 an @ 7-9/16" i 3-1/8 I o e 2-3/4—►4r— 2-3/4 I Q IP aP p D p D aD 1/4 I °• °•a °•° I 4 a ' 4 4 4 ROLLER MOUNTING BRACKET – – – – – - 2"x 5-1/2"x 1/4"x 3-1/8"W T ROLLER 3/4 12 I INTERIOR STAIRWAYS. Q� I 4.. � I gD01Xz � • 5-1/2 I C) 3/4 RETRACTABLE SCREEN TRACK---* 1 O W - ; C LN C� W INSIDE HEIGHT OF CAVITY s •2X12 REMOV BLEI 9" `—'————————————————--— COVER__, I I C) O° U TOP OF RECESSED I SIDE TRACK ROOF POCKET,FLASHED WITH LEAD COATED COPPER AND EPDM MIN.1'-0"UP SIDEWALL) 2ND. FLOOR TOP OF RECESSED IMPORTANT NOTE(S): 1-1/2 TRACK HOUSING 1. THE DIMENSIONS GIVEN FOR THE CAVITY ARE THE MINIMUM ❑ ❑ (U-CHANNEL) THAT CAN BE ALLOWED. I12 TIMBERTECH RAILING OR APPROVED EQUAL 2. UNDER NO CIRCUMSTANCES ARE THE INTERIOR DIMENSIONS OF THE CAVITY TO BE MADE SMALLER. I 3 KITCHEN 3. THE CAVITY DIMENSIONS SHOWN ARE FOR USE WITH A 1-3/4"OR 1-1/2 A 4"BOTTOM SEAL. IFA 6"BOTTOM SEAL USED OR IF THE I — — RRs FOR(ROOF POCKET) ENTRANCE INTO THE CAVITY IS ROUGH INCREASE CAVITY CEILING JOISTS O CENTER LINE OF WIDTH BY 1/2". RECESSED SIDE TRACK I 1X8 AZEK 1X6 AZEK T&G VJ E&CB 1X8 AZEK STONE _ _ - _ N y GRADE - - _ _ - _ ° M m O a a a 9° d - - _ - _ - - _ � PLACEMENT OF 4" ROLLER, 5" ROLLER MOUNTING BRACKET _ _ _ _ - _ _ - _ _ _ _ _ - _ _ AND RECESSED SIDE TRACK I - - _ - - - --- _ - - _- - - -_ - - - � o e° ' o•e ° (6)#5 REBAR OVER w/ cA � O � O ° _ _ _ = STONE CAPPING ,d• X O � a d - _ STIRRUP @6"OC � ,`moi ��R`+v _ — _ - _ — — - — ° •� z u 10, 00 — I HIGH-SCREENED PORCH 1ST. FLOOR T L-S18X8X/ RAILING STEEL OVER OPENING „ IN U +�+ Lo 1,0 00 ° CULTURED STON = 00 4 I I 12"CONC. d•° - _ _ _ _ _ _ ° ' ° ' - _-- - _ - AS SELECTED BY — N u O� WALL OWNER _ BASEMENT W INSIDE FACE OF RECESSED CAVITY - p - ' °•'CIDd CONCRETE STAIR °•° — - — — — MOUNTING BRACKET —• _ 1 ° w/STONE TREAD I a D D a ° °•� f I—IIIIhIIII99 II 11 —I��� �����—I �e � — °. I�1�1�1 —�_I__= � ° i FLUSH DRAIN 5-1/2 _ I °•° ° BASEMENT i _ a 4"CONC.SLAB a a s a a I [V ©• CONC.IFTG. w/STONE TOP INSIDE HEIGHT OF CAVITY 911 I ° DRAIN TO CONNECT �y 1-1/2 I a4 ° TO DRYWELL(TYPICAL) d°° 6'-6ff D I 4"ROLLER ASSEMBLY I , '______ • ° a ° a RECESSED TRACK ASSEMBLY I -------- 1.1/2 TRACK,CLIP , OUTSIDE BASEMENT STAIR �4 — ROFILE RELATIONSHIP OF U-CHANNEL TO MOTOR BRACKET IN A MINIMUM I SCREENED PORCH. NOTE: RECESSED CAVITY C/W 4" ROLLER BACK EDGE(FACE)OF U-CHANNE LDMWITH BACK IN LINE I GENERAL CONTRACTOR TO CONTACT PAUL LANG,SEASIDE RETRACTABLE SCREENS LLC WITH Phone:631-878-5835 Fax:631-878-0383 Email:schatzsea@msn.com EDGE(FACE)OF I Website:www.phantomscreens.com PO Box 338 Center Moriches,NY 11934 1 MOUNTING BRACKETU-CHANNEL I PRIOR TO CONSTRUCTING SCREENED PORCH FOR MOUNTING AND ROUGH FRAMING nr AND INSTALLING THE RETRACTABLE PHANTOM SCREENS AND ELECTRIC HOOK UP. PROFILE � ,` DRAWN: MH/MS �',�v' �V JOB U-CHANNEL a i;, f P r, #: Iy SCALE: 1/4"=1'-0" I RELATIONSHIP OF THE August 28,2014 SHEET NUMBER: I SIDE TRACK U-CHANNEL I r � I TO THE 5-1/2" MOTOR MOUNTING BRACKET I , } a — 16 L — J REVISIONS: r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I SKIMMER O (TYPICAL) I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WALL CUT FOR EDGELESS LOOK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — COPING PAVERS MORTAR 6"TILEBAND-0- ,{ iul (; q_ itj (WATER) _ 4 11,1111ili I I� lI I I MARBLE DUST-► D D #4 STEEL REBAR(VERTICAL) a d ( III(--I I ( I MAIN DRAIN 10"OC(5-OC FOR DEPTHSUl I W EXCEEDING 5 FEET) D I I • I � #4 STEEL REBAR I (III( I ( I O (HORIZ0on 0TOC D D I ( (IIII I I I RETURN II I I I i I I I (TYPICAL, I O Q Q 12"TO36"RADIUS SHALLOW END DEEP I (VARIES) 3 01 a N 3500 psi CONCRETE e o Q Q � I I IIII II-- I I I O 8"(MIN.) e II I II I III IIII ---I I I I a IIIIIIIII !I I I I I I I REM!I I I I I I I I—II I I I I I I I I I I I I I I I I I I I I I I I I I MAIN DRAIN WALL SECTION0 I ps I I �A •O��J NOTES: I I SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND NEXUS LIGHT RETURN (TYPICAL) (TYPICAL) I SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS II PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED AWAY. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 8'DIA.X 4'DEEP U SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED, OVERFLOW DR ELL cn 10" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION O FILTER AND PUMP COPING AS SELECTED BREAKS AND BOND BEAM. LOCATE BEHIND CABANA (SEE SITE PLAN) CONNECT TO BY OWNER O-I( O W THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE POOL HEATER I-�-I STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE C7 POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR. C� W INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS 45'-0" 3 kn H PER OWNER. o �D O oo U CD 1.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS 13.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR 18.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. OFF-LINE WITH(1)V PVC FEED AND RETURN FOR POOL WITH VALVES N a 2.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1) AND DRAIN PLUGS. 19.SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH m o PX100 TRANSFORMER WITH REQUIRED CORD. POOL SONIX BASE UNIT AND REMOTE KEY FOB. n 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. m c u p 3.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR 20.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE I rn o ) SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH GRADE BY CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL O r--4 x o 4.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. WASTE TO BE CARTED OFF SITE. w �C� n VARIABLE SPEED PLUS SVRS WITH(2)2"QUICK DISCONNECT UNIONS. _ 13.SUPPLY AND INSTALL 6"X6"TILES AS SELECTED AND APPROVED BY OWNER'S 21.UPON COMPLETION OF GUNITE,SUPPLY AND INSTALL CLEAN SAND UNDER p 5.POOL SKIMMERS TO BE BLACK PENTAIR.INDEPENDENTLY CONNECT AND ARCHITECT.TILES TO BE INSTALLED WITH LATICRETE MODIFIED POOL ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. I goo -t ,•a � WITH 2"PVC PIPES WITH SEPERATE VALVES AND TILED ON SIDE AND THIN SET AND LATICRETE SPECTRAL EPDXY GROUT(f0 MARBLEDUST p0 O BASE OF MOUTH. SELECTION). 22.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- tz u � c* � m +� CHLORINE GENERATOR IC 20 WITH PC100 POWER CENTER.SUPPLY SALT TO 6.RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. 14.SPA TO HAVE AUTOMATIC WATER FILL WITH PVC WATER STOPS WITH RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. Lo U WATER LINE HOOK-UP TO OUTSIDE HOSE BIB(TO BE INSTALLED). cn 7.PIPING TO BE PVC SCHEDULED 40 WITH 2 SUCTION LINES,(2)1/2 23.SUPPLY,INSTALL,AND ELECTRICALLY WIRE(1)PENTAIR INTELLICHLOR SALT- N 00 (u v RETURN LINES WITH(2)1/2"AIR HAMMER EQUALIZER. " 15.SUPPLY AND INSTALL POOL HEATER,BY STA-RITE MAX-E-THERM CHLORINE GENERATOR IC 60 WITH PC100 POWER CENTER.SUPPLY SALT TO SIDE SECTION 0 (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH RUN SYSTEM AT STARTUP AND FOR 28 DAYS AFTER SPA IS RUNNING. 4 W 8.INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM ELECTRONIC IGNITION WITH(1)2-1/2"DANDY NEVER LUBE SPRING WITH VALVE BOX TO LOCATE PIPES FOR FUTURE REPAIRS. CHECK VALVE AND 5016.PRESSURE RELIEF VALVE. 24.POOL CONTRACTOR TO REVIEW SOIL CONDITIONS WITH ARCHITECT/ ENGINEER.DO NOT CONSTRUCT POOL ON POOR SOIL. 9.(1)SET OF 2"MAIN DRAINS WITH PVC WATER STOPS rd TOGETHER WITH 16.SUPPLY AND INSTALL SPA HEATER,BY STA-RITE MAX-E-THERM (2)WATERWAY 12"X12"FRAME AND GRATES. (400,000 btu)HEAVY DUTY CUPRO NICLE PROPANE GAS HEATER WITH 25.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING ELECTRONIC IGNITION WITH(1)2-1/2"JANDY NEVER LUBE SPRING AROUND POOL AND SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM. W 10.(2)1-1/2"DEEP HEAT RETURNS ON DEEP END OF POOL WITH PVC WATER CHECK VALVE AND 50 lb.PRESSURE RELIEF VALVE. POOL CONTRACTOR SHALL ALSO SUPPLY REQUIRED UNDERWRITTERS STOPS AND(1)JANDY NEVERLUBE VALVE. CERTIFICATE. 17.INSTALL 100 amp WIRING,LOAD CENTER,(1)110+3D PERSONALITY V 11.OVERFLOW DRAIN TILTED INTO DRYWELL VIA AUTOMATIC FILL. KIT AND SURGE PROTECTION.WIRE(2) FILTRATION SYSTEMS,(2) HEATERS,(1)INTELLIFLO PUMP FOR SPA JETS,(6)POOL LIGHTS,(1) 0 12.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. SPA LIGHT,AND(3)DATA CABLES FOR INTELLIFLO PUMPS.GROUND POOL AND SPA.SUPPLY AND INSTALL(1)SPA SIDE CONTROL.SUPPLY, 13.(1)PENTAIR COMMERCIAL CLEAR WATER AUTOMATIC CHLORINATOR INSTALL,AND PROGRAM(1)STANDARD INTERFACE INDOOR CONTROL WALL CUT FOR EDGELESS LOOK OFF-LINE WITH(1)V PVC FEED AND RETURN FOR POOL WITH VALVES PANEL.PANEL TO BE INSTALLED AT BASEMENT OF NEW POOL HOUSE. o� AND DRAIN PLUGS. USE PVC CONDUIT FOR POOL AND SPA LIGHTS WITH ALL WIRING. 12.SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING. COPING TO BE INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO MATCH STONE. STEPS U OVERFLOW I � 0 A . S , tI�` �y�" DRAWN: MH/MS ! '� .C►� SCALE: 1/4"=1'-0" JOB#: August 28,2014 SHEET NUMBER: A- 17 -�� �` REVISIONS: (2)2X10(RIPPED 2.5"BEADED 1/4"LUAN OVER 2.5"BEADED 2X6 NAILER DOWN TO 8-1/4") CASING CASING BEADED COVE FINISHED SHEETROCK BLO NG 6-1/21X7" X6 NA E SPRUNG CROWN 44/2"(SECOND FLOOR) BEADED COVE „ NAILER 4.5"BEADED INTERIOR TRIM NOTES : s-t/a"(FIRST FLOOR) 4.5 BEADED 6 1/21X7" CASING CASING 1X6 S4S 4.5"BEADED POPLAR CASING 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND F-" 1-1/8"PRIMED 1X4 545 FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, STOOL 3/4"PRIMED POPLAR °VE COFFERED CEILING DETAIL USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT (� RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER 3POPLAR ® : NOTE: ALL CORNERS. eEADEADEDCASING 1).TRIM WORK TO BE BY PRINCETON CLASSIC MOULDINGS ® 2).DO NOT SPLICE. 2). ATTACH THE WORK SECURELY IN PLACE. 3).TRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET t-s/a^PRIMED '' ' ® NAIL HOLES TO FILLED IN WITH SOFT,Rue-IN-TYPE PUTTY. NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE BASE CAP ® POPLAR NATURAL FINISH IF ANY). BEADED CASING 4).MITER CORNERS.GLUE AND FASTEN CORNER JOINTS WITH FINISH NAILS. b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- : . : . ® INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 1X8 545 1-1/8"PRIMED BACKBAND PRIMED TRIM 3/4"PRIMED COVE 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY GRADE SPECIFIED. a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 12" CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 3/4"THICK BIRCH �� INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. W SHELVING b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 1/4"x3/4"BEADED 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): Q a WAINSCOATCAP SHELF EDGING 15/16^x2-1/4" A a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES ►� WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS Q THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF Q ® 1X3 BIRCH CLEAT CRACKS. 3.5"BEADED (SIDES&BACK) w O 'H11 CASING 82"TO TOP OF ® FINISHED FLOOR O O ® WINDSOR�^ONE�W,OBC6 ,6" INTERIOR DOOR a ® 1X6 T&G CB WAINSCOTTING 3/4"THICK BIRCH TRUSTILE TS5000 SHELVING 1-3/4" THICK T TALL 1/4X3/4"BEADED SHELF EDGING 'FRBPOLE PAINTING NOTES : 1X3 BIRCH CLEAT 3.5"BEADED 66"TO TOP OF (SIDES&BACK) EXECUTION: APPLICATION CONTINUED: CASING FINISHED FLOOR A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. WAINSCO COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH is/16^xz-1/4t/a' 2-1/2"SOLID PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, CROWN 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. 1x6 S4S 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP POPLAR SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. TYPICAL CLOSET SHELVING 3.5'BEADED O CASING 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF : B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR O 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. 0 ALTERNATIVE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE I .APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY ''^^ O 1/4" LUAN PLYWOOD ) VJ PRIMED&PAINTED USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. W C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN [U, SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM p 0 1X4 545 POPLAR APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. O oo U � A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. Kofinas Room Finish Schedule B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO TI'eatment: Walls: Treatment Ceiling: Treatment: Remarks' ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, Room: Floors AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE Entry 8"-10".Prefin.White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gy sum Board 5-1/2"Crown Q.REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. White Oak Tread, 3 „ „ 5-1/2"Crown LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR Stairs paint Riser 7-ll4 Neck Base Wt /4 cove Gypsum Board 3-1/2 Beaded Csg.w/ 1-118 Back band Gypsum Board IF REMOVAL IS THE ITEM, ROVI ERSURFACE-AAPP ED PROTECTION BEFORE SURFACE CTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR IGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH PREPARATION BURN THROUGH ORO HER DEFECTS DUE TO INSUFFICIENT SEALING.WITH NO Closet 8 10".Pref1n.�vhtite Oak 7=114 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Cs .wl 1-1/8"Back band G sum Board 5-1/2"Crown AND PAINTING. C:) Half Bath Tile 7-1/4 Neck Base w/3/4"cove G suiil Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 5-1/2"Crown 40"h Beaded Wainscoting w/capping1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO N v g Y g ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE Mudroom Tile 7=1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band gypsum Board 5-1/2"Crown AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, m ai U Kitchen Tile 7-1/4 Neck Base W/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 5-1/2"Crown Beam Ceiling D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. o n � 1/4" �� �� �� TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE = M cn o Dining Room 8"-10"Prefin,White Oak 7-1/4 Neck Base w/ cove Gypsum Board 3-1/2 Beaded Csg.w/ 1-1/8 Back band sum Board 5-1/2 Crown Beam Ceiling CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- °,� -W -� Livin 'Room 8"-10"Prefin.White Oak 7 414 Neck Base w/3/d'cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band sum Board 5-1/2"Crown Coffered Ceiling 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, 0 `� x �oCa Office 8"-10"Prefin.White Oak 7-1/4 Neck Base w/3/4"cove sum Board. 3-1/2"Beaded Csg.'w/ 1-118"Back band sum Board 5-1/2"Crown Paneled Walls 2).CEMENTlTIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR ?" �, u ; RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. 'd z .Master Bedroom 8"-10"Prefin,white Oak 7-1/4 Neek Base w/"/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 5-1/2"Crown SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE p \ Walk-Iii Closet 8"-IW Prefin.White Oak 7-1/4 Neck Base w/1/"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gy sum Board 5-U2"Crown SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN P4 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. .5 4 Master Bath Tile 7-1/4 Neck Base w/3/4"cove MR Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band MR Gypsum Board 5-1/2"Crown 40"h subway tile SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED cz U M .x Gar, e Unfinish.Cone. Slab - 5/8"T e-X FR Gypsum 3-1/2"Beaded Csg.w/ 1-1/8"Back band 5/8"T e-X FR Gypsum - Pull Down Stairs EXPOSED TO VIEW SMOOTH AND DUST OFF. � U a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING: m _, Screened Porch Bluestone - - 1x6 T&G E&CB axek 5-1/2"Crown Retractable Screens OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING M North Porch Bluestone - - - 1 x6 T&G E&CB axek 5-U2"Crown Fiberglass Columns PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER N I v WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. O W South Porch Bluestone - - - Azek Pergola Joists - Fiberglass Columns b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. G Raised Patio _ Bluestone _ - - - - PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B)•PROTECT WORK TRADES,WHETHER BEING PAINTED R NOT,AGAINST DAMAGE C Cabana Half Bath Bluestone 7:1/4 Neck Base w/3/4"cove MR Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band MR Gypsum Board 4-1/2"Crown 4011 subway tile CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND Cabana Shower 'Bluestone 7-1/4 Neck Base w/3/4"cove MR Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band MR G y sum Board 4-1/2"Crown 40"h subway the c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, Cabana Storage Bluestone MR G Sum Board 3-1/2"Beaded Csg.w/1-1/8"Back band MR G SUm Board - C).PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. Cabana Covered Area Bluestone - - - 1x6 T&G E&CB axek 4-1/2"Crown Built-In Counter,Outdoor Kitchen e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS W COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. E-+ Pool Gunite - Gunite Tile as selected by Owner - - Edgeless Pool w/Overflow Area 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE QI U BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES (J SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA PI. Loft 8"440"Prefin.White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-U8"Back band Gypsum Board 4-1/2"Crown Railing stairway at staiy SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS) RECOMMENDATION. Laundry Closet 8'=10",Prefin,White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band Gypsum Board 4-U2"Crown a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: Hall 8"-10"Prefin.White Oak' .7-4/4 Neck Base W/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).GYPSUM BOARD(WALLS): Linen Closet 8"--10"Prefin.White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. N BedroomNo. 1 8"-10"Prefin.White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band Gypsum Board 4-1/2"Crown SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. Walk-In Closet 8"-10"Prefin.White Oak 7-1/4 Neck Base w/3/a"cove Gypsum Board 3-1/2"Beaded Csg. w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown MECHANICAL METHODS. Linen Closet 8"-10"Prefin.White Oak 7-1/4 Neck Base w/W' cove sum Board 3-1/2"Beaded Csg.w/1-1/8"Back band Gypsum Board 4-1/2"Crown B).GYPSUM BOARD(CEILING): 3 �� E).MATERIAL PREPARATION: 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. Bath No. I Tile 7-1/4 Neck Base w//4 cove 'MR Gypsum Board 3-1/2 Beaded Csg.w/ 1-1/8 Back band MR Gypsum Board 4-1/2 Crown 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- Office EMI-Off ce 8",10"Prefin.White Oak 7-1/4 Neck Base w/a/4",cove Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band Gypsum Board 4-1/2"Crown FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. 1/4"_ „ „ 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Bedroom No.'2 8"-10"Prefin.White Oak 7-1/4 Neck Base w/ cove sum Board 3-1/2 Beaded Csg.w/ 1-1/8 Back band Gypsum Board 4-1/2 Crown STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. Closet 8"40"-Prefin.White flak, 7-1/4 Neck Base w/s/4".cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C).FERROUS METAL: Bath No.2 Tile 7-1/4 Neck Base w/1/4"cove MR Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band MR Gypsum Board 4-1/2"Crown 40"1 subway the 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. Bedroom No. 3 8"-10".Prefin.White oak 7-1/4 Neck Base w/3/4"'cove Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band Gypsum Board 4-1/2"Crown GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. Walk4n Closet 8"-I0"Prefin.White Oak 7-1/4 Neck Base-w/3/4"cove Gypsum Board 3-1/2"Beaded Csg. w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO Bath No,3 Tile 7-1/4 Neck Base w/3/4"cove MR Gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band MR Gypsum Board 4-1/2"Crown 40"h subway the MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. Bedroom No. 4 8"-10"Prefin.White Oak 7-1/4 Neck Base w/3/4"cove Gypsum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. Closet 8"-lo",Prefin,White Oak 7-1/4 Neck Base w/1/4"'cove sum Board 3-1/2"Beaded Csg.w/ 1-1/8"Back band Gypsum Board 4-1/2"Crown BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. U. 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT , Unfmished Attic Unfin. Subfloor Unfinished Unfinished - WHERE VISIBLE THROUGH REGISTERS OR GRILLES. INTERIOR STAIN AND NATURAL-FINISH WOODVl�OR •S.f ULE: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH °"+°'��"'' e + „ „ EXPOSED SURFACES. A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL Q6'1AT IS DRAWN: MH/MS Finished Basement [3nfin. Cone. Slab - MR sum Board 3-1/2 Beaded Cs .w/1-1/8 Back band MR G sum Board - 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE ` NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH O E ' LER SCALE: 1/4"=1'-0" White Oak.Tread, EXTERIOR FACES. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE AP CwaST N1' �M;I` '�. a +„ .. t'3 JOB#: Stair$ - - - - S).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. i '°"', � ""• " Paint Riser CASEWORK TO MATCH EXTERIOR. 2).STAIN COAT:INTERIOR WOOD STAIN. August 28,2014 Mechanical Room Urifin. Cone.Slab - Unfinished - Unfinished - SHEET NUMBER: 3).SEALER COAT:CLEAR SANDING SEALER. i. -► y s, Storage Room Unfiri,Cone. Slab - MR gypsum Board 3-1/2"Beaded Csg.w/1-1/8"Back band MR Gypsum Board - 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASE L R SA N � Wine Cellar Tile 1x8 Clear Cedar MR Gypsum Board 1x4 Clear Cedar MR Gy sum Board - 1x8 T&G VJ Cedar walls&ceilin, VARNISH. r C. Closet Tile 1'x8 Clear Cedar MR Gypsum Board 1x4 Clear Cedar MR Gypsum Board - Aromatic Cedar Panel walls&ceilingov A 18 � ,,,� ,i• REVISIONS: NYS EIM' ERGY COMPLIANCE P40TES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: 1). INSULATE HEADER ACCORDING TO THE COMPLIANCE ANALYSIS. UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FiRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS iN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, 0000 WINDOW AND DOOR WITH DRYWALL RETURN: 1). CAULK JOiNT BETWEEN OPENING FRAME AND ROUGH OPENING. SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOiD THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: A171C O 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. POLY FOAM SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. R43.5 U ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING 1N PLACE. INULATION BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. O W RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): U RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG POLY FOAM ^ U CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED 1N ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. INULATION l-w-I Z INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. R55.5 a SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS ESchec are Vell`sit?rl5` O STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THiS 1ST. FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. O OU BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. Certificate 2ND. FLOOR Compliance SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER W FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. Project MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. serg+Code: 2010 New York Energy Ctser+ tion POLY FOAM ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: tMcation: SuffotkCounty,New'><'ork HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. Construction Type: ;rstgle-family INULATION R33 IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. -tT New Construc'tion 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. Condkiored Floor Area- 0 ftZ TUB/SHOWER UNITS ON EXTERIOR WALLS: 063dngArea '.9% 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES , ate 4 Fenrit Iia INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: FermitEtiumber: FOAM OAM CPOLY F ION HEATING. VENTILATION AND AIR-CONDITIONING (HVAC) SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. onn Ste_ +D�wner/Age i 13�greaaContra�ctor_ EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: VORN S HOUSE Mark S fwrarty.Ar cs HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 905 WEST ROAD P.O.PCX 933 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. ClJTII17iGUE,NY Cueehcsgue.tal~C11935 O met Z 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVEN'r WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. rnksar '� HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE w THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ..N,,ff �.d„:�,� . •� . - ,,.�;,.as.„,�>R.�,.�...,.. ..:.:.•:, • .. ;,...:..•.. .•:•,>•... :. •.•: :...•., • >��ew,��'b9t•c..a�" 1..>:"�v $rea���:l.b�a�>S..,See V'l'v��wv5'Sv.Sah�..a>"way..v�•kvk`.hbVaS VWAO'La, :,.i•...»m.•.S':.'.:::!..a,3�it:.aaln.,...w.u,o.rkw ":"'n' :"'. .oyr. •,.•• O MINIMUM EFFICIENCY STANDARDS. � -�,�� Zko% r"mn �� ,��r ��� � � : �� 03 W 1ST. FLOOR � � ATTACHED GARAGE: % rcrvv � has m ,� ,� � ,, 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE �noes Nor � "" ` ''tet°"` "`` "'�""°� `' POLY FOAM V HVAC CONTROLS: CEILING WITH ADHESIVE. R33 O CONTROLS MUST BE IN ACCORDANCE WiTH ECCCNYS503.3.2 AND 503.3.5. 'TEMPERATURE INULATION 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Envelope Assemblies CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PiPE AND DUCTS. "`3•..,.�':i•�n ".r;z`.^.', '..b.,`;d.:'';r,,:''S,•:..:,..� .r:::` .,'.:y:'.,•;-.'a:.^:" ' .a1, ..,. -. .,p.. _ ... ,' s < �,. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. . HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT k. a 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. Floor1:SlQ„ n-erade_ ea 209 10.0 0.702 147 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO pth:30' PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE r6ar2:AIl-Wt-odJ-_vrrrru .0 erthvrondk Space 559 57-0 0.0 0.019 1{i HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON OR WALL: wen 1:Wood Fra IG'C.C. 2.,230 33 0 �0 0-047 105 TEMPERATURE. USE PLYWOOD, DRYWAALLLL OOR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TOP PLATES. Wall 2:Wood Frame,I6'c.e. 2,394 33'-0 0.0 0247 90 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN _ Wimdoww 2:Wood Framc:Dou+le Pane with Law-E 270 0.300 B1 VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR E} ;;------ 24 0290 7 } { = _=; !# ;; r,, N cu INTERIOR SOFFIT ON EXTERIOR WALL: :slid GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. -- s __ 4I o 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Door 3:Glass I9Ig -325 8 -��___ i 3;I .}_ _ ) �l 11 o POLY FOAM 0 u DUCTS AND PIPES: 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE wan 3--wood Frame,Ic•G.c- 2,034 33.0 0.0 O 7 21 INULATION o FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN Window 3:W6,ad Frarne:touble Fane with Low-E 320 0300 96 -;f E{:! �__ �' I! R57 O " ¢' ............. ___. i x o 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. i' }; -^ vy 3 �E o UNCONDITIONED SPACES, AS INDICATED iN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE Wan 4:Solid Concrete orMnsonriOnberiorFnsula6on 2230 100 D.0 0.105 229 R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). 1 d ,�€: tc�od Frame k t�,new E 3� 3� 5 l !' j ; _ == oa , o � � \ KNEE WALL SUPPORTING ROOF: == DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES - MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 1)• SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO ' gid 31 0220 ' " �'�'. BASEMENT 19 „_ PREVENT WiND WASHING. Cciisg I:Flat C&Aing or ScissorTnzss 2,394 55.4 0.0 0.024 57 e � � THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. i; _ o ,-� IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE ) } ! �; ( POLY FOAM R33 ° U Cn BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. ! 1!i{ ( : 'o INULATION � `. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR - `!! . = N v _ __ , DUCT SEALING: INSUa% TE. Project Ttle: Report date: t13 ! DUCT SEALING iS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL Dan filename:CAUserskDrafting StatDonNDocumen ESchecaKO I€d, S.rcl a of ; ; i ° 2" T&G Page ( �= -:-:=.i 311 _ , FULL LOFT: DOW BOAR PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE D R10 SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND _:;;, - - NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED iN MASTIC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 1818 MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT � ;____._...._ U INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS PLATES SHEATHING ---1__.-.- # i,:!,_. - ..._. ! a •• :A ' - SEALING. - (_i __..._;w O AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SiDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: N TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. BUILDING INSULATION EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNPAGED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE x U_ IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. VENTILATION RATES. �"^ CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MiNiMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. ; c ''..;K<a. 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: August 28,2014 "' SHEET NUMBER: REVISIONS: WIND LOAD PATS! CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER CRIPPLE STUD WALL STUD l0a- 0 ° °� BOTTOM PLATE o RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-11/4"x`12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024'OC WALL STUD THROUGH—ROOF EXHAUST a VENTS SELECTED AND �-- LOCATED BY CONTRACTOR O METAL STRAPLL CRICKET AT TOP—SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY RAFTER AS REQUIRED O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W U VENTILATION SIDEWALL FLASHING WOOD JOIST � FOUNDATION ' ' TOP PLATE B LOC KING O H FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING a STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Z AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WIjA FASCIA OBETWEEN WALL FINISH ANDM MUM NET FREE VENTILATING FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA S GUTTER p,.l THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ONTIN. SCREENED VENT ' � RESISTANT METAL MESH WITH MESH ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tcONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / „ ACTION 4' — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q C) W WOOD JOIST P4 0 TOP PLATE U GIRDER/HEADER SIDE WALL FLASHING p � 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O oo U AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS ^/ AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREEETHE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DB L. SILL PLATE 0 TERMITE SHIELD SUBFr SILL GASKET / r WOOR C14 Q) ODLOJO STS M ani' o TYP. CONC. FOUNDATION A \ CONC. SLAB ` NEOPRENE ,-� / o DAMPPROOF EXTERIOR 6 MIL. POLY : V� . r p.u GASKET � � � 2x6 2x8 CONTINUOUS WOOD PLATE Pa � o 6MIL POLY ON EXTERIOR v GRANULAR FILL \• ' �, i I BOLTED TO STEEL BEAM WITH Q ) ° s 4 , 1/2 " DIA. BOLTS @ 48" o.c. STAG. � ^ STEEL COLUMN C ° 4 o D ° ROOF JACK �` o o .2 \ v CONC. SLAB ' '� - re \� �� �� STEEL BEAM r4 u D ° A o �. ANCHOR BOLT EMBEDMENT: I �. co ° COMPACT FILL POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL x V ROOFING LAPS TOP AND BOTTOM PLATE ,n U r'' •� � / � A 'o ' BLOCK WALL: 15" � � ^ KEYWAY FOOTING o V /� a e 4 e FLASHING AT �` / � c l ° e CONC. FTG. •4 Q•4 G D , SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT 0 .� a US,E WITH 3x3 SQUARE WASHERS ` 1/2" GROUT N cu E v O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �.` W G A A p REINFORCING BARI �-+ FOUNDATION 5/8" DIA. ANCHOR BOLT � 3" STEEL COLUMN DRAIN TILE ► D ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC NEEDED SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATIONi••i SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL u O U) Cn SUB FLOOR CONC. SLAB IDOOR FRAME 6X6 10/10 WWM N GARAGE COMPACT FILL ' DOORJOIST USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM I SLOPE ` 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE ��� < t <I ° °„ 1 (WITH A NAILING PLATE IF NEEDED) ' AT END AND 0 ° ° a ° :4 • "° a ° TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD e e � � STEEL BEAM TO ALLOW FOR SHRINKAGE G ADE '---n__- --«-"--- , e , �' BEAMS _ _ _ I_ I D� '°D o ° D 'a o 's (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) D —a 6X6 W.W.M. • e ° C 12' MAXIMUM D ' '�MIN. .QNOTCH BEAM FOR MUDSILL IF REQUIRED °p ° 111i1=II-III�I—IE =11E �SUBFLOOR NOTCH EQUALS 1/4 DEPTH OF BEAM D EI I OIST10 n REINFORCING BAR REINFORCING BAR DRAIN TILE \ ° o° SHEET METAL / 30# FELT UNDER BEAM AT POINT '/� ° e I— STEEL BEAM 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK -- ,' _i i�—i i uTi—iTd viii_ i t ., n> 3" PLATE (BOLTED TO BEAt. ;r m ,,�•O . TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A A SHIMS TO LEVEL BEAM . REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. � °�':>;'�>.•..:��.� N �, 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DRAWN: MH/MS GARAGE DOOR BLOCKOUT twye, BEAM POCKET � ,�.,� SCALE: 1/4"=1'-0" JOB#: August 28,2014 SHEET NUMBER: A-20 REVISIONS: 2x—stud JOIST DETAILS Plate nail-16d(3-1/2") wall at 16" plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists a * on-center box at 12"on-center box at 16 on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE loot panel nail 8d(2 1-2") /T 1/2")common at 6., Load bearing or shear wall No field cut ho/es y " * above(must stack over wall In hatched cut anywhere ainbe common at 6 on-center on-center See Table A See Table B Web stiffeners See Table See Table web out- below) zones side hatched zone DO NOT 1"or 1-1/4" 1-1/4"Trus Blockingrequired each side Load from Blocking panels cut or notch flange. Blocking Trus Joist Joist rim anel at B3W y q above ❑ 0 may be required with panel rim board* board 2x4 minimum shear walls above or 6" 11 6" squash below-see detail Bl 1 1/ " L 1 2 x D 1 DI L2 2 x L 2 Di oe nail-10d(3") " oe nail-10d(3") blocks 6" minimum minimum (applies to all box at 6" 12 box at 6" holes except min. knockouts) Do not cot holes larger than on-center" on-center I-tis"tokens/laser DONOT Remove tongue and groove B1 B1 1/16" Table A-'End Support cutho/esln cant//ever from floor panel edges Boun ary nailing Mi !mum distance from edge of hole to inside face of nearest end support reinforcement. supported by 1"a-Rim®to 8d(2-1/2") Web stiffeners 2x4 minimum ensure quality nailing. stall proper blocking ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE TJI rim q ty g * common at 4" to support all panel required each squash DEPTH TJI •Dist Conventional construction code minimum for on-center"' edge, P side at B1W and blocks 2" 3• a• 61/z a-1n 11 13" z^ 3' a^ 6-ln s-ln 11' 13" se with A3 only.See Trus Joist Framer's g2�(/ Use 2x4 minimum squash 110 r-0^ r-6" 7-0 s'-o" r-o^ r-6^ 2'-6" a'6 O Must have 1-3/4"minimum O D ocket Guide forA3.1-A3.3 insta//ation See Trus Joist Framer's Pocket Guide for B2 62 B3 63 CS blocks to transfer load 9alz^ 210 TVV-01 2'-" 2'-0" s'•o" 1'-0" TV TV s'-o" Al A2 A3 A3.1 3.2 3.3 3.4 230 r-0" V-6- 7-6" 5'-6" r-0" 2'-0" 3'-0" s-0" joist bearing at ends specifications. additional installation specifications. around TJI joist 360 1'-6" z'-0' 3'-0" 6'-0" 1'-6" 7-6" T-6" s'-6" 110 1'-0" V-0" T-6" 1'-0" f-6" 4'-6" 6'-0" 6'-0"length of 210 1-0" 1'-0" 1'-0" 2W 5'-6' 1'-0" 1'-0" 7-0" 5'-0" V-6- TJI joist Nail Trus Joist rim 11-7/8" 230 TV IW' 1'-0" 3'-0^ 6'-0" 1'-0" 1'-0• T-0" 5'-6" T-0- 4'-0" 8"diameter maximum hole Attach reinforcement 36o r-o" r-0^ r-6" a'-6^ 7'-0" r-o^ r-o' z'-6" 6'-6" r-6" length 8"diameter maximum hole p board to blocking 4'-0"len hof reinforcement and for 11-7/8"-16"dee s6o r-o" r-0" r-6^ s'-o" a'-o^ r•o^ r-o^ 3'-6" 7'-0^ s'-o^ 3/4" for 11-7ey8" 16"dee filler block.Use blocking panels;6" with connections to joist with one 8d no 1-0' r-0" 1-0" r-0^ 2'-6' s-0" 1-0" r-0" r-0" 3'-6^ 6-0" e'-0' Web stiffeners 8"diameter maximum hole P 4'-0"length with diameter maximum for equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 1'-0" t'-0" 1'-0" 4'-0' 6'-6" 8'-6- required '-6" re uired each reinforcement blocking panels;6" " g decking schedule and 14" 230 1-0" r-0" 1-0" r-6" 3'-6^ 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" T-0" 9'-0" q for 11-7/8"-20"deep on one side at 9-1/2 and 11-7/8" blocking panels 9-1/2"dee g each corner diameter maximum for g P P side at E1W blockingcoals;6" " Trus Joist Attach reinforcement TJI joist web with 2 rows lOd 360 r-o" r-0^ r-o" 2-6^ 5'-6^ e'-o^ r-o^ r-o" r-0" s'-6^ e'-o^ 9'-6- diameter P E2,both sides blockingpanels 9-1/2"dee TJI joists. or shorter than 12 long. 560 1-0^ r-0" 1-0" 2'-6' 6-0" 9'-0" 1.0" 1-0' 1-6" 6'-6" 9'-0" 10'-0" diameter maximum for at E3 P P o not cut flanges. rim board to joist with one 8d Blocking panel between Blocking (3")common nails at 6" or shorter than 12"long. g ch joist.Nail to top panel 210 r-o' r-0" 1-0^ r-o" r-6 3'-6^ 6'-0" r-o^ 1-0" r-0" z'-6• s-6" s'-o" la-6^ locking panels 9 1/2"deep (2-1/2)common nail at P n-center,clinched.Use z3o r-o" r-0^ r-o" r-o" z'-0' a'-o" s 6" r-0^ r-o^ r-0^ 3'-0" 7'-0^ 9'-0" n'-o^ or shorter than 12"long. not cut flanges. each corner plate with connections 16d (3-1/2")nails with 1e" 360 r-0^ r-0" r-0^ r-0" 3'-0" 6'-0" V-0" 1-0" r-0^ r-0' v 0^ 9'-0^ la-o^ n'-6^ W LDo not cut flanges. Trus Joist equivalent to decking 3- 2"TJI joist 560 1-0" 1W 1-0" r-o• T-0" 6'-6^ 10'-0" 1'-0• 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" rim board schedule. Trus Joist 12"length of age widths. a" 6 s^ to" 12" ts• n" a" 6• s• to^ u^ 15• 17^ a rim board ttach 3/4" 12"length of 78" 360 1'-0" 1'-0"9V0" 2'-0• 5'-0" 10'-0" -0" 1'-0reinforcement t0 reinforcement 3/4" 560 ttach reinforcement joist web with 3 on one side at reinforcement 20" 360 1'-0" 1'-0" 1-0" T-0" 7'-0" 10'-6" ls'-6"Trus Joist rim to joist with 8d(2-1/2") rows 10d(3") E5,both sides 56o r-o" r-o^ r-o" r-0^ 7'-0^ n'-o^ r-o' r-0' a'-o" 9'-6^ 12'-6' 14'-6" 15'-6^ board on one side at common nails at 6"on- common nails at 6" at E6 E7,both sides Wood "° ��r able B - Intermediate or Cantilever Support z ' • ,L v center.When on-center,clinched. backer �� 0 qtr ,ZA v� at E8 �e5 a+ 03 d5 Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support Face grain a� reinforcing both Use 2 rows with 9-1/2" Less than 2 e< rt`\ \oa [� sides,stagger nails. gra and 11-7/8" a Less than ,�i r{�\e� ca o�ct` 1 DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE U horizontal 5 El El E2 E3 E4 TJI joists. E5 E6 E7 E8 5 Fl ca\er4�` Nr�E or\� z" 3" a• 6-ln s-1!z 11• 13• z" 3^ a" 6-1n s-1n t1• 13" O Not for use with 3-1/2"TJI 110 1'-6" 2'•6" 3'•0" T-6" 1'-6" 2'-6" 3'-6" 6'-6" 210 2'-0" 2'-6' 3'-6" 7'-6" T-0" T-0" 4'•0" T-0" joist flange widths 9-1/2" 230 7.6" 3'-01 4'-0" 9-0" 7-6" 3'-0' 4'-6" 7'-6" Filler block Attach 360 T-0" 4'-0" 5'-6" V-0• T-0" 4'-6• 5'-6" s'-0' O O 110 1'-0" 1'-0' f-6" 1 4'-0" 6'-0" 1'-0" 1'-6" '-6" 6'-6" '-0" with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r-o^ r-0" 2'-0"I a'-6"I T-0" r-0" 7-0" 3'-0" T-6" 10'-0" U nails,clinched.Use ten Gap: 11-7/8" 230 1'-0" 2'-0" 7-6" F-0" 9'-6" i'-0" 2'-6" T-6" B'-o" 10'-0" A EXTERIOR DECK ATTACHMENT w 16d(3-1/2")box nails from Option#1: I-1/8"minimum 36o z'-o^ 3'-0^ a'-o" T-0^ n'-o^ 7-0^ 3'-6^ s'-o' 9'-6" n'-0^ each side with 3-1/2" Structural exterior App/ysubflooradhadve to al/ TJI Joist blocking with end 2-3/4"maximum 560 1'-6" 3'-0" a'-6" s'-o" IT-V 3'-0" 4'-6" U-0^ 10'-6" I7-0" 110 1'-0" 1'-0" 1'-0" 2'-0" 4'-6^ T-0" 1'•0" 1'-0" 1'-0"I 5'-0" 9'-0" 12'-0" Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2'= 210 r-0" r-0" r-0" 7-6" s-o" 9'-0^ 1-0" r-0" 7-0- 6'-0" 10'-0' 12'-6" required if sides of Use fifteen nails with Backer block San locations using Three 8d(2-1/2")box nails, 14" 230 I'V IW r-0" T'Q' 5'-6" 10'-0" r-0" r-0" 7-6" 6-0" 10'-6" IT-0- hanger do not laterally TJI joist depths Install tight to top Bearing plate: Flashing I o 8d(2-1/2") clinched 360 1'-0" 1'-0" T-0" F-6^ V-6• 12'-6' 1'-0" 7-0" 4'-0" 9'-0" 17-0" 14'-0" support at least 3/8" greater than 16"• at` box nails or 560 r-0" r-0" r-6^ 5'-6^ 9'-6' 13'-6" 1'-0" 3'-0' 5'-0" 10'-0" 13'-6" 15'-0" PP flange(tight to Flush plate with inside Treated 2x .,SQ Three 16d 3-1/2" box nails of TJI joist top bottom flange with — \S + 2-1/2 screws, ( ) 210 r-o" r-0^ r-0" r-o" 3'-0^ s'-6" 9'-6" r-o" r-0" r-o" a'-6" 9'-6" 12'-6" 15'-6" g face of wall or beam ledger 3\0 �a >at 3-1/2"TJljoist flange widths z3o r-0" r-0" r-0" r-6" 4'-0^ 6'-6' 10'-6^ r-0" r1' 1-0' s-o" 10'-6" 13'-0" 16-0- flange face mount g �� $ typical 11#2= 16• 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'•0' 2'-0" 7'-6" 13'-0" l4'-6" 1T-0" angers).AttachLt- Web stiffener each 560 1'-0' V-D' 1'-0" 2'-6" 7'-0" 11-0^ 15'-0" 1'-0" 1'-0" 3'-6" 9'-0^ 14'-6^ 16'-0^ 18'-0" with ten 10d(3") See fastener Trus Joist Option#2: side.See sizes To table below.Maintain rim board W below. 4• 6 s• 10" 12 15^ n" 4^ 6" s 10^ 12^ 15" v" P box nails,clinched 2x strapping installed 2"distance(minimum)from 18, 360 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 4'-0" 9'-0" 14'-6" 16'-6" 19'-6" flange when possible. at 1/3 joist span Tight fit 560 r-0^ r-o" z'-o^ a-0" 10'-0^ 16-6" r-o^ hanger edge of ledger to fastener. locations using two 20, 360 1'-0" 1'-0" 1'-0" 3'-0• 6'-0" 11'-0" 15'-6• 1'-0" 2-1/2"screws per Dist W Web Stiffener Size W Web Stiffener Size 560 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0' 1'-0" 3'-0" 8'-6" 14'-0" 1T-6' Face mount 'Backer block P j Allowable Load/Factored Resistance Obs) tion#3: 1-1/2" 1/2"x 2-5/16"min 2-5/16"7/8"x 2-5/16"min Rectangular holes based on measurement of longest side. hanger both sides Fastener P g g g 1-3/4"rim board 1"a-Rim^" directly applied ceiling oles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 3/8"lag bol 400/630 N.A./N.A. 1-3/4" 5/8"x 2-5/16"min 2-1/2" V x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. tX/hen specifled on the layout, one or more of placement. H1 1 12 joist H3 O •Allowable load determined in accordance with AC 124. PB a three bracing options shown I Lmustl/be O 2-1/16" 3/4"X 2-5/16"min 3-1/2" 2,4 • For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one .Corrosion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. applications. /nfta//ed • Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole configurations contact your Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers °x w BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE I 2x diameter of the largest hole(minimum) BEARING AT WALL WINDOW HEADER CONNECTION WALL 1/3 depth W O i Joist Framing O Allowed hole Trus Joist rim board e ° zone o o Cut only round ho/es and only U Strap per code if o 1/3 depth o o [� or blocking for top plate is not Blocking In the center ofbeem. lateral support continuous over panel Safety bracing(1x4 O OD U header minimum)at G on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART El extended to a braced end BEAM DEPTH MAXIMUM ROUND Silent Floor joist framing wall. HOLE SIZE Fasten at each joist with . For uniformly loaded beams only. 4-3/8" 1" does not require bridging o 8d(2-1/2")nails minimum 5-1/2" 1-3/4- or mid-span blocking (see WARNING). • Rectangular holes are not allowed. 2" P g 7a/a"to zo^ Top flange • NO holes in cantilevers. See Illustration for Allowed Hole Zone Face mount H2 hanger • No holes In headers or beams in plank orientation. g Parallam®PSL or hanger DONOTbeve/cut)oist Al beyond inside face of /`' Rim board joint TimberStrand® E2 between joists TJI JOIST ATTACHMENT at BEARING w /- Ll LSL Column O L3 See current Trus Joist L4 rotect untreated wood from direct contact e/ literature for framing with concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors Trus foist rim board bearing wall above) One 10d(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange N a) BEARING AT COLUMN TOP-LOADED\I BEAMS(1) box nail each c� Q) U wall. One 8d(2-1/2") M -4, L', O CS side.Drive nails 12 1-3/4"Width Pieces: T11 rim joist at an angle at p U ;�4 N Trus Joist least 1-1/2"from FO 6� co O ma'+ Minimum of 3 rows 10d(3"x 0.128")nails at 12"O.C. L3 rim board end. 1-3/4"minimum bearing e-t Q,V A2 at end support;3-1/2" 0 X O Verify Parallam PSL or Minimum of 4 rows tori(3"x 0.128")nails at ELEVATED COLUMN O minimum at intermediate TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support u+ u column CAP 61 O q aJ capacity and beam numberofnailing rows ay be lredu ed Optional P T U Ll Shear transfer.Connections equivalent to tC N H 1 floor pane/nal/Ing schedule r-t bearinglength. non-shrink I~ O g by one. B2 Rim to TJI Joist cl cri See current grout +, ' ,s~ Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or O v 1-3/4"wide T11 rim Lo U t--I _ literature. " m Minimum of 2 rows 1/2 bolts O B3 3-1/2"wide TJI rim `. cd at 24'o.c.staggered jolstOne lOd(3"j box TJI floor 00 � ~ .s] 0)load must be applied evenly across entire nail into each flan e JoMToe nail with 10 N v OJ (3")box nails,one each joist �', t 2-1/16"-2-5/16"wide O W beam width.Otherwise,use connections for side-loaded beams. P side of TJI joist Flange Butting T11 rim JoistOne 16d •-4-+ g Use Bl or B2 atP- Additional nailing or bolting may be required with 64 )outs (3-1/2")box nail into each O L6 side-loaded multiple—member beams Refer to current Pl P2 P3 O with blocking intermediate bearings flange 3-1/2"wide panels i load bearingor shear TJI rim joist product literature. End of joists Top view at centerline wall from above of support FASTENING Of FLOOR PANELS Braced end wail W Closest On-Center Sparing per Row WARNING Hl BEAM ATTACHMENT at BEARING W see note 3 under Trus Joist rim board ' Nail Size TJI Trus Joist rim board Timber-Strand ISL Microllam LVL Parallam PSL O One 10d(3")box U 110 and 210 230,360 and 560 1" 1-1/2" 1-1/2"or wider naileside O 8d (2-1/2")box 2-1/2• 2" 6" 4" O memberr at bearing, e 1-1/2"minimum from end � 8d(2-1/2")common 3.1/2" 2" 6" 4" 3" 3" 3" O �1 O �r 10d(3-).12d(3-1/4")box 3" 2" 6" 4" 1 1 INSTALLATION TIPS L4 O Drive nails at an seeframingplan(Rapp//cable)or Framer's Pocket �► i b t di t d I d/ anIntermediate earn / for en 10d(3"),12d(3-1/4")commo 4-1/2" 3" 6" 4" 4" 4" 4" Stsbfloor adhesive will improve floor performance,but angletominimize Gug N 16d(3-1/2")common N.A. 4" 1 16" 6-0) 1 6.0) 8" 6" may not be required. O LA xterior Deck O splitting of plate /engthr. (!)Can be reduced to4"on-center with maximum nailpenetration of l-3/9"Toro the narrowWhen joists are doubled at non-load bearing parallel edge. partitions,space joists apart the width of the wall ttaehment r Recommended nailing is 12"on-center in field and 6"on-center along for plumbing lumbin or HVAC. O sheat ural sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing O DO NOT use sawn/umber recpmmendations. O for rim board or blocking. j1Gj Nailing rows must be offset at least 1/2"and staggered. O Sawn/umber mayshrink WARNING V 14 ga.staples may be substituted for 9d(2-1/2")nails if minimum penetration O after installation. of 1" Into the TJI joist or rim board is achieved. Protect O See ALLOWABLE s' ti untreated wood HOLES f Joists are unstable until braced laterally x from direct Farthest pacing of Spacing per Row contact with O H3 Bracing Includes: Maximum spacing/4 nails is: concrete •Blocking �4 For joist widths 1.3/4"or less: 18"on-center Hangers 'Sheathtng /S^~ For joist widths greater than 1-3/4": 24"on-center DO NOT a//ow workers to walk on .Strut Lines .Rim Board DO NOT stack but/ding materials 4 joists on unsheathed joists Stack only FILLER and BACKER BLOCK SIZES Shiftedjotst Additional unti/braced. over beams or walls. TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" jO1tt Bearing late to ,[ /NJURYMAYRESULT. Plumbing drop g P ® WARN/NG NO 9-1/2"or 9-1/2"or 14"or 9-1/2"cr be flush with inside 14^or 18"or 14"or iS"or A We Weyer aeuser Business Depth 14" 11-7/8" face of wall or y 11-7/8" 11x/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked Lack of concern for proper bracing during construction can result in serious accidents.Under normal conitcJt� ■ x 2x12+1/2" vertical loads(details Bt and 62).Packing out the beam ^l7 Filler Block 3/8" 3/8" 1/2" 1/2" Two Two Two web of a TJI joist(with web stiffeners)is nota following guidelines are observed,accidents will be avoided. ascii H2 2x6 2x8 sheathing f s 2x6 2x8 2x12 �r a>r ro ) sheathingsheathingsheathing sheathingsubstitute for squash blocks or blocking panels. 1.All blocking, ars,rim boards and rim at the end supports of the TJI'oasts must be completely installed and properly nailed. 4• '� g 8 1 PP 1 P Y� P P Y Cantilever Filler 2x6 2x10 2x6+3/8" 2X10+3/8" 2x6+1/2" 2x10+1/2" Not 2.Lateral strength,like a braced end wall or an existingdeck,must be established at the ends of the bay.This can also be Detail E4 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. f - +^.f;;x �• ( ) applicable PP DRAWN: MH/MS long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long3.Safe bracinglines of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without thi, ¢'' "G Backer Block bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing, - SCALE: 1/4"=V-0" Block* {, 5/8"or 3/4"Or 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. }k9 J rti (Detail Fl 3/4" 7/8" 1"Net 2x6 2x8 2x12 or H2) 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. x' '" ?4 JOB#: rn LS 'y "/fnecetsary,increase filler and backer block height forface mount hangers.Maintain 118'gap at top oljoist,see detail W.Filler and backer block lengthsshould 6.The flanges must remain straight within a tolerance of 1n^from true alignment. -( +S accomodate required nailing without spl/Hing(11"minimum for backer blocks and 24"minimum for filler blocks). Af - - August 28,2014 This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. " . a' SHEET NUMBER: ,-0 ffit-1, . A-21 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE 4"DIA. MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: 40 I?rp 0,–, LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER JACK STUDS 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTIONAPPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR RAILING and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. W 1-1/2"SPACE V1 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). 0 � RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal ^ Z RAFTER for any contact with ACQ. l--I U POSTQ P4 Cn TOP PLATE HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following typesO O BALUSTERS or provided equivalent graspability. _J U WALL STUD RIM/DECK JOIST 0 1).Type 1. Handrails with circular cross section shall have an P–I OPEN BALUSTER ATTACHED TO WALL `�u WALL STUD 0 outside diameter of at least 1-1/4 inches and not greater than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RTlS TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR provide graspable finger recess area on both 2 1 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. ( ) /2"DIA. GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4"DIA. MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum radius of 0.01 inches. 0 Q GIRDER/HEADER ° NAILING SCHEDULE 0 0 H C7 JOIST POST/COLUMN 0 ° ROOF SHEATHING: 030 � x POST/COLUMNNAIL NAIL EU-� JOINT DESCRIPTION NOTES yr-•I a i- QTY. SPACING `�'� 00 STRUCTURAL PANEL 8d AS PER TABLE 3.8 Q U GIRDER/HEADER WFCM-SBC POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING LOCATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER UTOE NAIL SP NUMBER DESCRIPTION APPLICATION _ POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMNUSE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO TOP PLATE 10'WALL:4-8d COMMONJOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE m N OVER PARTITION WFCM-SBC LAP NAIL n 0 STU COLLAR TIE AS PER TABLE 3.4 EACH FACE p m ® BEARING PLATE TO RAFTER WFCM-SBC END NAIL PQ GIRDER BLOCKING EACH TOE `– x o 2-8d COMMON CEO TO RAFTER END NAIL p" � �, � M U o • RIM BOARD 2-16d COMMON EACH END o U 00 01 TO RAFTER END NAIL w , U 0 WOOD JOIST 4 U `"• WALL FRAMING' x in U r a� LEDGER I I ",' NAIL NAIL rn c 0 GIRDER/HEADER II QTY. SPACING 00 y WOOD JOIST' CONCRETE PIER �" JOINT DESCRIPTION NOTES tet+ " ' +• TOP PLATE TO PER .00 W WOOD JOIST • �`"• TOP PLATE 2-16d COMMOI,I FOOT FACE NAIL TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x(MINIMUM) STUD TO 24" FACE 2-16d COMMO I CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD O.C. NAIL I FOR HEADER H_EADER/GIRDER-TO POST CONNECTION THE PROPER STEEL CONNECTORI HEADER TO 16"O.C. FACE F LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS . i I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON ALONG EDGES NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3 -16d COMMOI, PER 2x6 STUD NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER O BOTTOM PLATE TO: to FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FOOT FACE NAIL U) FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND #► N LAPPED OVER FIRST DECK FRAMING: PIECE OF SIDING BELOW NAIL NAIL THREADED ROD 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION QTY. SPACING NOTES CONNECTED TO BLDG. @16"OC POSTJOIST TO: 4-8d COMMON PER TOE MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL UV WOOD JOIST END DISTANCE BRIDGING 2-8d COMMON EACH TOE x TO JOIST END NAIL 94 BLOCKING p BLOCKING EACH TOE � FLOOR FRAMING '•• +•.• - MINIM M s " TO JOIST 2-8d COMMO END NAIL 2x JOISTS ° o`� o•c END ANCE 12 x12 xl2 BLOCKING TO: 3 -16d COMMO EACH TOE .• .• •o " ••. > v SILL OR TOP PLATE BLOCK NAIL " a• •.$ CONCRETE FOOTING WOOD GIRDER " v LEDGER STRIP EACH + 3-16d COMMO *`P � A% BLOCKING FOR JOIST HANGER >' " "" TO BEAM JOIST ^.: 1 LAG BOLTS •p p JOIST ON LEDGER PER : D, a� TO BEAM JOI r. Al ,. HOLLOW COLUMN UPLIFT 3 -8d COMMON �. � RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 De a BAND JOIST 3 -16d COMMONPERF DECK POST FTG.CONNECTIONS SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURES RECOMENDATIONSA+ TO..01ST JOTS ) /MS LOCATION USP NUMBER DESCRIPTION APPLICATION DRAWN: MH PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND BAND JOIST TO: 2-lbd COMMO PER T�' ','. SCALE: 1/4"=1'-0" USE WITH RTIO TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FCS JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING , August 28,2014 _�+ 0 V � � SHEET NUMBER: A-22 REVISIONS: G E N E wK`6 A L "IN' U0`4 T E S WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with tabie 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 W P programs P q QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) precautions and ro rams in connection with the work. There are no warranties for bottom late, 3 inch square washes shall be used with the anchor bolts. Anchor bolt � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL W LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F" anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 � 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O z INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that mason or refabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: n' P P STUD TO 24" FACE Q H or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP attached with 8d common nails at 6" o.c. at the panel edges and 12" o.cn the field and STUD O.C. NAIL Sym.: � P g FIRE PROTECTION � 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® SEE FLOOR PLANS 0 P4E4 such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Q..� FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON masonry g SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: � to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMO 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES U, � o 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL C�j W x N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. k U kn the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O °O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F S H EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. \VFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � JOINT DESCRIPTION N a) E otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m m ��, g where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o v 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. K, Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. O x o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: �" w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall -rs 7). All joists to be ,upported with hangers and anchors. Each Joist shall also be anchored NOTES � n a openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o 00 o . P gto girder(s). JOINT DESCRIPTION THESENOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 60 `� - and blocking where applicable. QTY.. SPACING 0 � STRUCTURAL AS PER TABLE 3.9 `� 8 R x 4 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC E a, PLUMING NOTES I U ° CZ C anchors where applicable to all connecting joists. 7/16" OSB 6d COMMO 3" O.C. EDGE be used. 00 v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o 11 3 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. � WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g " FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAILEW JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. U where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIELD O under all bearing walls. 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety NOTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED )• p g pp y Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. F-.4 needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. )• y Y q I).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing � 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher p 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ,Y adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed E LECTRI CAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ' 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. , . .oi ` q5 members,the tabulated number of nails shall be permitted 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Residential Code. '� - I 1 1; -iNa �„ to have regular 1/2" sheetrock. All walls to be taped and finished. ) g p q ' y ,t , '"� 41, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. ' �_ 0 . 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. d� mak' ��',.&J, DRAWN: MH/MS r Y SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to JOB#: be installed with a foam sillasket and co r-tex termite shield or roved equal. g P" PP q 47 n August 28,2014 SHEET NUMBER: A-23 REVISIONS: I 1 1 1 I . •VQ• v �' 1 I 1 • .• . .v o.. I , • , a� p e o • d p d o d p d o - d D e o d D d o • d D d o • d p e , n - -o- � v a' v �' v a' v a' v a' v a' v v • 1 1 I I I • , ' •I 1 1 I I I 1 I ' I I . � •y O '�•� 1 1 . •, � I 1 I I ,• ^ I I - • I I �• 1 `------------ , I 4 / ` • O pa� I' �1 kd 1 - p•o• va vD n 4 p'o• Dav �•D-d •- 4v -p' o• D- , D C /' BASEMENT / ` D` V .0,- _ -• •------------------ • 1 I I 1_ ___ ____ 1 1 I I MECHANICALS10 ' � •' 13 • 1 I I 1 I 1 1 I °i• �/J v •� o ev •v _ _ _ , 1 I 3 48.EL OR, d• v a •v•Q' Q D -• v 4,Q Q .v. n 0 • p 4'Q a •Q' � ' _____7 ---- 582515887 2 ------ C/� • d p e . o o • a p e o v ---------- ----------- ------------------- V ClH ° - R `1Q \ II II O IJ ° f ---- ------- x\`TTyy`„ II n n n '4 o 1 n n ---- ------- nn 'm 11 II °. •'�o'_v_ _oma t Q 4- a - =� • - •4 ` -- --------- R . -- ------ CLOSET '• 1•e 4 \� WINE CELLAR ° p° �I �I / ' • ID •' 1111 � •• v '_ dP �q _v _• � .. v= d 1 I ' O I.' I I 11 • n n ► 11 II N 4! CIO m O OV DI L� � +: .FD STORAGE �. v av �4 v - v • Pv �4 v - v , dv p4 v .• v . dv pa v .• v dv p4 P - CTI 0 +��+ A. .p O X 0�U } 3 @ C� z D O � W 4+ ,•• zp, ° 40 U cf) ". • .• 00 4 C14 0) ° n D •D d, o ep. dp •v o , .o . .,c," p pd v� p oo po' v.d D ' 4 • ' D o Vo W u [u^ H••I v O ' • un 4 4 �yy4 • FOUNDATION PLAN SCALE: 1/4" = V S E PROJECT NORTH x N QI' >w; �"�."'.4"•. �`1N'��p� esti`w�' '`f ;,,.t DRAWN: MH/MS � SCALE: 1/4"=1'-0" JOB#: August 28,2014 r .t••�• ri , ' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E- 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVINGTINAL PAYMENT FROM OWNERS. REVISIONS: I -- /UC \7 -4_� ' BOIOK SHEAVES _ ...... a W I \ I I 1 1 w/CrTR. 1 I I 1 1 I I I / l MASTER BEDROOM F / \ U\ , \ I I 1 I 1 I W I � „r����/// / I I I 1 SII_-ll/ 1 \ I \ I � o O 1 I I • I I I ` I 1 , ^ LIVIN ROOM 1 I O v1 I t/ - 1 1 a I I I 1 1 1 I I 1 _-_____-__- i DINING KITCHENuc 66R (njjI j�n 1 I R \ ��//�/ I I ` 11 ` T 1 Y / -------------------------------------- -1/ ' / . I ' WALK—IN CLOSET UU J�1J� ----I R T ' - - - - - - IJ - - - - - - i/ ' ----------------------- /-------------- 1 ' 3 4OR 8" O �1 L----------- w CW O O v \ ROVIDE ELECT C �\ � OOK UP AS REQUI cR ' C) ------ R - �� - -r�UC , ` _ a -� 1 I I x 1 0 / " ———— ———— MASTER BATH 00 U vyE ` - ---------— 1 - ' ��ee77 , I 1 ` / 1 ID I Gn GFl - --- ----- \ \ II _-------- --- ----------------- , + 1 I 1 ----------- ENTRY + --------------------------- ;; ; \ OFFICE % 7/"6 — MUD ROOM R R N II II C tjj ON El/ II I 1 II II ' r-, It a .m Lf) 101 00 c' ' 1 ---- --------------- ---09 CO in --- ------------- ----+ 1 V - - - - - - - - �— — — GARAGE PORCH mu cu \ I n n 1 n 1 11 1 1 oil' 1 \ I oili W \ I , I 1 H ZD II n I 1 mill 1 \ / AI 11 ± 11 II / EXTERIOR LIGHTING Vl N FOUNDATION PLAN SCALE: 1/4" = 1' S E PROJECT NORTH N Fp��t St. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Q August 28,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS P,-2a MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: -------------- -------------- I I I 1 I I I 1 I I I I I I I 1 I I 1 I I I 1 1 I I 1 1 1 I I I 1 1 I I I 1 I I I I 1 I I I 1 1 1 I - -------------------------------------------------------------------------------------------------------------------------------------- 1 I 1 p 11 1 1 1 1 11 1 \ I I I 1 I I , ♦ 1 I I 111 11 , 1 I / 1 I 1 I � 1 I PROVIDE ELECTRICAL HOOK-UP AT POOL I I ` I I (TYPICAL)I ' I W Q W ^a 1 1 O O di-W II ♦ 1 1 ♦ � I 1 � -------------- 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 I 1 1 1 \ 1 1 1 I 1 1 1 I 1 1 I I --------� -------------------------------------------------------------- \---------------------------------------------------------------------------------------- --------------------------------------------------------------------------------- ------------------------------------------------------------------------------------- T/1 P -- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - \ � U ' I ' I ` EXTERIOR LIGHTING 00 U \ I / SCREENED PORCH - I , 1 � I 1 I I S / ' N Q� I---• -- U IA 11 0 I 1 1 I I 1 I 1 I /� I I I 1 1 I F=-1 lJ -4 � BOfOK 77 W a-. I—I SHEI.VES . .... N I I 1 I I ♦`�11R ' 00 w1 Cj�I7R. , Ni 'T R �Qy 1 ' \ cz MASTER BEDROOM Lr) U 00 cu .� I ♦ I —� � \ 1 I © 1 I I 1 I I IQ) 1 1 I I I LIVIN ROOM w R I I 1 1 TTT T 1 I I I I I I I I vJ ,µM, ------------ �/u' ���{p�' "'`����, ��� Fa ----------- I / I I ♦ I F I l l l l i i I ' i i '` /' \ KING N 0i E 4 S � x E PROJECT NORTH 1ST. FLOOR PLAN N SCALE: 1/4" = 1' }: i�•tl " ul% \ DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �. F ; Y ✓j August 28,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-2b MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: Al W I I U R �� , � R Q w � EDROOM No. OFFICE BEDROOM N:>. 2 �\ BEDROOM No. w o a I I I 47 R l O w 1 ' R l 'ElElF91, O In w�1/Er. ` �j QUEEN o �WO/1JJUU --------------- -------------------------- I ; ' coo HALL � ; � � , -4p 1 _ VJ W.I.C. ,I,R _ V� E 7� WALK-IN CLOSET Z 1 ------------- , ZAT - oj � R ---------------------------- --------------- ------------------------- C�7 -------------- ---------- - w O , ------------- x �----- � � I ' ---`--------- ` �/ 00 O U O -oL - BATH No. 3 � R R 1 ------'----- BATH No. 1 ----- ------ / YrR , n --- -- o----- LOFT - --- ------ I , a N I R X V _ - O R 1:14 U BEDROOM No. 4 `� 2 1 O V m �x I In u 011 vCn I I IW I O 1 S E PROJECT NORTH 2ND. FLOOR PLAN N SCALE: 1/4" = 1' 1 u DRAWN: MH/MS ag SCALE: 1/4"=1'-0" ' JOB#: P fi� Zf3 August 28,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.