Loading...
HomeMy WebLinkAbout30331-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31240 Date: 10/25/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2105 WESTVIEW DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 107 Block 7 Lot 2 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 8, 2004 pursuant to which Building Permit No. 30331-Z dated MAY 18, 2004 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 COVERED FRONT ENTRY, REAR DECKS, HOT TUB AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to RONALD J & MARIA SMITH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0003 09/29/05 ELECTRICAL CERTIFICATE NO. 2027045 07/29/05 PLUMBERS CERTIFICATION DATED 08/10/05 PECONIC PLUMBING & HEAT Authorized Signature Rev. 1/81 Form No.6 9 TOWN OF SOUTHOLD ( ' BUILDING DEPARTMENT `ly TOWN HALL 765-1802 APPLICATION FOR CERTIFICATEtOF OCCUPANCY ` This application must be filled in by typewriter or ink and submitted to the,Buil(ii-tW aClAi at with lle following: � tl A. For new building or new use: I 1. Final survey of property with accurate location of all buildings,[f^^^ r �t> }c d unu�ual 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 I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, 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. 1011911015—. New Construction: " Old or Pre-existing Building: (check one) Location of Property: �,)1 U S W E 5 4 1+ t c w 17 A 4't j.� L House No. Street Hamlet Owner or Owners of Property: lA O N +- Yt s a&Pb 5 K 6 r tk Suffolk County Tax Map No 1000, Section 107 Block 0 00 '7 Lot O O a Subdivision Filed Map. Lot: Permit No. 30 33% Z Date of Permit.MPY 1 $ a004 Applicant{ 5 0 L 0 P4,;•_ C_oV &,P Health Dept. Approval: sa P 1. as 2te as Underwriters Approval: N U lam( a 9 •a a0,y Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ApplicantSignature L I S o 1(-- q '--5; G G m /Z P. h�o�gUFFO[,��o � x Town Hall,53095 Main Road p .F Fax(631)765-9502 P.O. Box 1179 yi�O "65% Telephone(631) 765-1802 Southold, New York 11971-0959 `k BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:6j{,{�U� /o J2 76- Building Permit No. J/ O 3 3 Owner: ?, G CCI 0- on p.0-f q 5 m ( 1 1i (please print) / Plumber: joecani� �lumbJA+99�h�2�liN9 (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Q, , (Plbers Signature) Sworn to before me this /O da of_ 200 MOW Notary Public kul County VICKI L.LOPER Notary Public,State of New York No.01LO6070081 Cam �Faykes�� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30331 Z Date MAY 18 , 2004 Permission is hereby granted to: RONALD & MARIA SMITH 72 FAIRVIEW AVENUE WOODCLIFF LAKE,NJ 07677 for RECONSTRUCTION OF AN EXISTING SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, FRONT ENTRY & REAR DECKING PER TRUSTEES & DEC AS APPLIED FOR at premises located at 2105 WESTVIEW DR MATTITUCK County Tax Map No. 473889 Section 107 Block 0007 Lot No. 002 pursuant to application dated APRIL 8, 2004 and approved by the Building Inspector to expire on NOVEMBER 18, 2005 . Fee $ 1 , 192 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 o s�rsrsrn s�� rn tsrn rr��n ��r�� r�rsrn�r�r�rs� rn�rs�r��rn rs�r�r�rntrnsrnrrr3 .J to 5 BY TBOARD OF COMPLIANCE THE NEW YORKB O RDOFFIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT �S 5 Upon the application of upon premises owned by 5 THREE "C" ELEC.1 SMITH ZDUNKO LANEINC. 2 05 WESTV ER W 2 �5 C5 RIVERHEAD, NY 11901, MATTITUCK, NY 11952 5 c� Located at 2105 WESTVIEW DR MATTITUCK, NY 11952 Application Number: 2027045 Certificate Number: 2027045 5 Section: 1000 Block: 107 Lot: 0702 Building Permit: 30331ZB BDC. ns11 c 5 5 Described as a Residential 300C occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement, First Floor, Second Floor,Attached Garage,Outside,Pool/Spa, S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 29th July,2005. 5 Name QTY Rate Rating Type Miscellaneous 5 5 1-self contained hot tub 5 Alarm and Emergency Equipment 5 Transfer Switch 1 0 200 5 rCj Sensor 2 0 Carbon Monoxide 5 L� Appliances and Accessories 5 5 Exhaust Fan 5 0 F.H.P. 5 Hydro Massage Tub(Therapeutic 1 0 5 Dish Washer 1 0 1.2 KW 5 Furnace 1 0 Gas 5 5 Disposal 1 0 1 H.P. Air Conditioner 1 0 30 Amps 5 5 Air Conditioner 1 0 40 Amps 5 5 C] Elevator 1 240 20 Amps 5 Panels 5 1 100 20 5 5 Transformers sea/ 19 5 5 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S o o D c Pr PrJ�rJ�rP rJ rJdnrPrJ rJ rJrnrJ rJdJr1rJ cPrJ�r�rJ�rJr1� r1rJrJctr�rJc T�rnrlrJ�r Pr1cPrJrJ�clr3 O BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT S 5 Upon the application of upon premises owned by �5 THREE "C' ELEC. INC. RONALD & MARIA SMITH21 ZDUNKO LANE 2105 S DR RIV RHEAD NY 11901, MATTII TUCK, N111952 SLocated at 2105 WESTVIEW DR MATTITUCK, NY 11952 5� C5 Application Number: 2027045 Certificate Number: 2027045 5 Section: 1000 Block: 107 Lot: 0702 Building Permit: 30331ZB BDC. ns11 5 Described as a Residential 3000 occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Pool/Spa, CS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 29th July,2005. 5 Name QTY Rate Rating Circuit Type 5 Wiring and Devices �5 5 Receptacle 104 0 General Purpose 5 rj Switch 99 0 General Purpose 5 5 Fixture 92 0 Incandescent rj Fixture 2 0 Flourescent Crj 5 Heat,Light, Vent 1 0 l� 5 5 Paddle Fan 5 0 5 Dimmers 23 0 LM i7 5 Receptacle 2 0 20 amp Laundry rj GFCI Circuit Breaker 2 0 Appliance c5 5 Multi Outlet System 4 0 ft 5 5 Disconnect 2 0 60 amp Air Conditioner Receptacle 11 0 GFCI 5 5 5 Service 5 1 Phase 3W Service Rating 200 Amperes �S5 Service Disconnect: 1 200 cb Meters: ] seal 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 Albert J.Krupski,President so Town Hall James King,Vice-President �� 53095 Route 25 Artie FosterJL P.O. Box 1179 Ken Poliwoda T Southold,New York 11971-0959 CP 11C Peggy A. Dickerson • �O Telephone(631)765-1892 �IyA.UNi'1,�c� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0076C Date October 24, 2005 THIS CERTIFIES that the renovations/addition to dwelling, garage, gazebo and breezeway At 2105 Westview Dr. , Mattituck Suffolk County Tax Map # 107-7-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/30/03 pursuant to which Trustees Permit# 5748 Dated 4/30/03 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 renovations and additions to the dwelling, garage, gazebo & breezeway The certificate is issued to RONALD & MARIA SMITH owner of the aforesaid property. (� Authorized Signature s Board Of Southold Town Trustees SOUTHOLD, NEW YORK t PERMIT NO. _ �__... DATE: April 30, 2003 ISSUED TO .....RONALD. & MARIA SMITH__..._........__.._............................. ,�utl�nri�atinn Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on _April 30.,... 2003 and in consideration of the sum of ........2.00.00 paid by Ronald & Maria Smith ................ ._._............ _..._ _.. of ....Mattituck............._......._.-.._....._ ._....__........ N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit to expand the house I'behind the existing footprint of the existing deck on t the creek side,attached heated breezeway with two-car garage,addition of second-Floor above existing footprint,and enclose the existing gazebo,with the condition of drywells and gutters t on the house itself,and drainage to take care of all the impervious driveway,and as depicted on the site plan prepared by Architeenologies last revised May 7,2003, all in accordance with the detailed specifications as presented in the originating application. .4 IN WITNESS WHEREOF, The said Board of Trustees hare- by causes its Corporate Seat to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. �OgUFFD � 7-L� r7 TERMS and CONDITIONS The peff Oidee Ronald & Maria Smith residing at 2105 Westview Dr. , Mattituck N. y, as parr of the consideration for the issuance of the Permit don midentand and ptewtibe to the fol- lowing: 1. Thu the said Board of Trms rad the Town of Southold are released from any and all damages, or Balms for daamges, of suits smug directly or indirectly as a rank of any open adoo performed purwant to this peemk, and the said Petmheee will, at his or Let own expose, defend any and all so& suits'hdtLad by third patties, and the said Pmmittee anon" fall lids y with respect thereeN to do complete e>orudoa of the Bard of Traftes of the Town of Sondwid 2. That this Permit is valid for a period of : 24 Loos. wbkh is aooaiia&ed to be the estimated time required to complete the work involved, but shoald drtan Lances warrant, request for an eu endon may be made to the Board at a later date. 3. That this Permit should be retained iodefinitely, or as long as the said Permittee wi@us to maimain the structure or project involved, to provide evidence to anyone concerned that aMh- oriration was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with.the provisions of the originating application, may be cause for revocation of this permit by resolution of rhe said Board. 5. That there will be no unreasonable interference with navigation as a resit of the work herein authorized. 6. That there shall be no interference with the right of the public to pars and repass along the beach between high and low water marks 7. That if future operations of the Town of Southold requite the removal and/or &locations in the location of the work herein androdud, or if, in the opinion of the Booed of Tmsoea, the. wok shall cause unreasonable obstruction to free navigadon, the said Prnmittee will be regained, upon due notice, to remove or aker this work or project herein stated widwm apewes to the Teva of Southold s. That the said Board will be notified by the Permittee of the completion of the wok oath- orized. 9. That the Permittee will obtain all other permits and comeob that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. /000 - o - -z T01MN OF SOUTHOLD—f PROPERTY *kORD CARD /\I OWNER STREET VILLAGE DISTRICT SUB. LOT (n�- � ✓�� ' err.✓� YI .--. FORMER OWNER N joawmg GO E C SAGE Ngati-C4 ;�p/ 1GU U 2.LttJ r� v- 4. 340 ,tet S V 1 k � ( W `kw GL EC.: TYPE OF BUILDING ZF� EAS. VL. % �' FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS /,7 b e o£ 0Nits v , 93 - T iia 40 (f.n N. / gIon3 A ° ° ' a--o- s" -✓%� QCi8 35�1�._- c�� f GIT x C �10 CIL /goo y000vo Srg vO 9 S s 2iS ba AGE BUILDING CONDITION 3/ NEW NORMAL BELOW ABOVE FRONTAGE ON W ER y' 7 t y p Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland / O —L 0145-,004 5- fi t :4 Swampland w r.: Brushland House Plot \ Total 1111 I rt�� II i _ r sf.P. •+ _ 1. Bldg _ �J µ Foundation / 72 Bath l 1 Basement - l derision /1 _ _ 3.so 31,5y Su `L Floors O .�►?�I Ktension Ext. Walls / - Interior Finish -- — Ktension Fire Place Heat t — ��tt ,�eMo.no {,� _ Y ✓ 7 J� �—Lx� -(c Ya'Porch R E Type, h Porc E�L' �7 of = ISO Psom, Ist Floc 18rg ; 2zN -- --- _ reezeway Patio Roo 2n Floor _ - io4 53Z zi 13 �, a 11 rN = 59 — �; AZAg3 3� Zoe 1 Driveway Dormer B. i ` NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4736-03192/00001 November 4,2003 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental November 30,2008 Conservation Law TYPE OF PERMIT■New ❑Renewal ❑Modification❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5: Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23,Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑ Article 24: Freshwater Wetlands ❑ Article 15,Title 27: Wild,Scenic and ❑ Articles 1,3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑ 6NYCRR 608:Water Quality Certifica- 0 Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Ronald & Maria Smith 201 767-2206 ADDRESS OF PERMITTEE 72 Fairview Avenue, Woodcliff Lake, NJ 07677 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Architechnolo ies, P.O. Box 93, Mattituck, NY 11952 631 298-1129 NAME AND ADDRESS OF PROJECTIFACILITY Smith property, 2105 West View Drive, Mattituck SCTM#1000-107-7-2 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk I I Southold I Mattituck Creek DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions, decks, gazebo and garage appurtenant to existing dwelling. Install upgraded septic system and abandon existing septic system. All work must be done in accordance with the attached plans stamped NYSDEC approved. The property landward of the 18 foot contour elevation is beyond Article 25 Tidal Wetland jurisdiction. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3)and any Special Conditions included as part of this permit. PERMITZi INISTRATOR: ADDRESS John A. nd LJS Re ion 1 Head arters, Bldg.#40, SUNY, Ston Brook, NY 11790-2356 U H t2ED SIGNATURE DATE / Page 1 of 4 ` November 5, 2003 achcombcr Not Tubs:Beachcomber's Products:Hot Tubs:500 Series:550c 9115/u4 4:41 t consuRcr le site en 1lancp, customet cove contact us stay informed did you know? %I ,fT IUSS �rA,C C.ESSCRIE 8 .SUU ^Y!S IOW o'tTt9 e ARE Pkr I ' 700SWES 500 SERIES ..3MSERtES : `ff^1At EDIVO :< I'#<�r1 TI..Tgti ' J{�?U '\c"'.tIC> SfIC r7 ~ "' ;.rn57ri E70 � 5,x,.•r _rji 1 {5,.o r Ik. e -' BUY HrOE ^ f0�)E NOT rues .4, -)MIONS ,11 -4 f_OtOfl CM^ICES lift .. __.... __. S6 . .. . .... . . . ...... . .... . .... . . ESSf NF{ �Gtt :>:P't RlkFtt;t gt:,Ar"UCrJ tLBt .l . YUGR PE'RSFC.11Ot lU �!/ bEleC riC9MSEH'i WSGFUV�' 2y p th IHF flk:,Vf r' �c8ek try artllnr(te �- w tn g„h.B � �v r t SEATING CAPACITY 6 TO 8 ADULTS Dimensions 80 x 88 x 38” 203 x 224 x 97 cm Water Capacity 320 US Gallons f 1212 Liters Dry/ Filled Weight 578 lbs 262 kg / 3578 lbs 1623 kg WaterPortsTM System 15 locations selected to enable you to choose the type of Engineered Right therapy for your personalized body massage Personal Customized Customize this 550c from a minimum of 18 to 52 different types Therapeutic Jetting of jetting combinations at no cost Microfilter Filtration High performing, efficient water cleaning system Automatic Controls Easy programming for heating and filtering to save money Heatshield Cover Tight thermos bottle seal to save energy and money Massaging Pump 1 powerful pump engineered for the best therapeutic massage Safety Approval Built to the highest standards available Underwater Lighting Mood setting and safety for entry and exit Customer Protection A no fine print, straight forward customer guarantee "Wherr we use our Reaeheomher Nat 74b, it's one qI the.for times+re get to rrlm mrd talk tag¢thcr ive hxrk/onrarxl to onrlomite rime in the mh. No distraetions,just its mid tmrdrrants. " e -L}mdott and Heather 7hmmss o://ww .beauhcombethottubs.eem/ht 550e.cfm Page I o ITECNOLOGIES ARCHUECr= MANNING CONMUC MSMVIC63 13105 M®Rwd,Maftwi4 New Yed 11952 631298.1129 6u:631298.1128 April 8, 2004 Town of Southold Building Department Southold, N.Y. 11952 Re: Proposed Alteration/Addition to Existing Smith Residence 2105 Westview Dr. Mattituck, N.Y. 11952 Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at (631) 298-1129. Thank you for your time and consideration, S ch 10 •,a A��.No 4l1246.• t1�R ITECNOLOGIES ARcHrnonm MANNING CONSFRUM06i SEIYxSS 1316618eln Rad.Vic,New Yah 11952 631.2963129 ®x:631.298.1128 August 2, 2004 2 Southold Town Building Department Southold,N.Y. Re: Ronald& Maria Smith 2105 Westview Drive Mattituck,N.Y. 11952 S.C.T.M# 1000-107-07-02 To Whom It May Concern: This letter is to amend and certify the following field conditions and modifications of the previously approved foundation pour situated at 2105 Westview Drive in Mattituck,N.Y. a. The foundation wall previously noted as a 4' pour under the breezeway between the garage and the house and under the octagon has been poured at an 8' ht. The 2' x 3' access openings had been eliminated in those locations. Two (2) additional footings had been poured to accommodate for load bearing points between the breezeway and the wall of the main house. b. A field condition had been noted and inspected by our office on July 15, 2004. The removal of the existing 6"poured concrete slab in the existing basement area created cracks in the block foundation wall. It then required that the remaining wall had to be removed and be replaced in kind with a new 8"poured concrete wall. Plfeelr to give our office a call if you have any questions at 631-298-1129. � n a rift"car tla!�,,,.•�` Cc:Smith file ITECNOLOGIES OONMUCTMSERVIM 13405 Midn RWA 169OWL New Yntk 11932 Hi1198.1129 (=63119!.1128 November 3, 2004 3 2M Southold Town Building Dept. Southold, N.Y. i Re: Mr. & Mrs. Ron & Maria Smith 1270 Westview Drive Mattituck, N:Y. 11952 Building permit # 30331Z To Whom It May Concern: Mr. Frank Notaro (Architect) inspected and certifies that all of the necessary hurricane strapping has been correctly placed around the whole perimeter of the house as per construction documents prepared by Architecnologies and meet all necessary New York State Construction Codes. Please feel free to contact our office at 631-298-1129 if you have any questions in regards to the above information, i ��taVgii ...yyaeYYrlaytf��r CY C 021,a.+•,� i` 765.1802 BUILDING DEPT. FOUNINSPECTION [ DATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]I FIRE SAFETY INSPECTION REMARKS:: C0' k -6 b4(, PLC oo� ?&to �j�� �p is ►sor �e1 �t� DATE 9 ° INSPECTOR 'S :3a33I z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST KROUGH PLBG. [ ] FOUNDATION 2ND [ ]] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI/RE SAFETY INSPECTION REMARKS- �1� , DATE �� /�� I INSPECTO�� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R I PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �. REMARKS: DATE 3 INSPECTOR 3 0 3 3 1 785-1802 BUILDING DEPT. iA"tb ' INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING A FINAL [ ] FIREPLACE & CHIMNE [ ] FIRE SAFETY INSPECTION REMARKS: 06 DATE -3 aS INSPECTOR ' Z howl SOUTy06 7, "couxn, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � o DATE �� �' INSPECTOR ITECNOLOGIES AR IUMM RR H-MIMM OONSTRUMON MVR333 13903 Mik Rod.MoWwk,NewYat 119M 631.298.1129 h=631.291.1128 1 2 72005 October 27, 2005 i Southold Town Building Department Southold,N.Y. Re: Ronald& Maria Smith 2105 Westview Drive Mattituck,N.Y. 11952 B.P. # 30331Z To Whom It May Concern: This letter is to certify the following: 1. An inspection of waterproofing of the foundation walls had been done on August 6, 2004 by Mr. Frank Notaro R.A. and concluded the following: all foundation walls have been damp proofed- waterproofed with"Watch-dog" spray on membrane. Please feel free to give our office a call if you have any questions at 631-298-1129. E D AAQ t s? �-^try-'••� . ., sj rank Notaro 9T 02121 �p OF NE`l1 FIELD INSPECTION REPORT D4,TX CO TS FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE FINAL O c -,�-3 05- o'1R ADDITIONAL COMMENTS YV -CMZ c L O L J ` If k I I V, -... �f 1/-0 .. 0 z e W ' y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTI41ENT Do you have or need the following,before applying? TOWN HALL t Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. '2j- 3 31 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 04 Contact: Approved, 200V Mail to: Disapproved a/c Phone: Expiration l� (�' ,20d� f _— --I. Building Inspector i f MR 820 !APPLICATION FOR BUILDING PERMIT i Date q%?e-1 L 53 20o4 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 shall 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 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector 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. GAA lT�.c�rlowE,�rcS (Signature of applicant or name,if a corporation) • �x�X Q�y EJ fl tT1-n xy— I1g52 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises {2vt-1 S1. %-VAA (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. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2\0S Vy- STyle,v., p2 /v�[47fITu�IL House Number Street Hamlet County Tax Map No. 1000 Section I Block Ih&9Jg to , 2 Subdivision Filed Map No. anno� GZ,BS.ii•- ' i .: l (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons ction: Sro�.� a. Existing use and occupancy I S tti,U�� gtv �L.� -DV t t.5L b. Intended use and occupancy 2 '6-voy- 1 Stt 3. Nature of work(check which applicable): New Building Addition___X_Alterarion >� _ Repair Removal Demolition---, Other Work (Description) 4. EstimatedCost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4- p5 Rear -56 Depth SE�,' Height 20' Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear ' So` Depth ?S' Height Number of Stories 8. Dimensions of entire new construction: Front' Rear �50' Depth —7S' Height Number of Stories 2 9. Size of lot: Front Co 5' _Rear 106 R3' Depth . S,k' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V—"4c) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO �C 13. Will lot be re-graded? YES_X NO Will excess fill be removed from premises? YES NO_ wcc�cl'�Ff �a1r e.,N� 07�a'1'1 14. Names of Owner ofpremiseseutl- %,APaaA snk kT,,k ddress 'I Z Ga rv:Q� &e. Phone No.(2-1) -7(o-1-Z2cA Name of Architect VV-4 ,)K., t j c>T1AW--0 Address 'moo F,ox A3 i4Q4&Whone No 2G6-t to q Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__2<_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES _NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. vv'Tv C.k\`c � Scu-t-i.\ L:c ) -T0"jV l 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) Ifk-4 -� LA . !2OT —0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin/g�c,,ontract)above named, (S)He is the 17—Cb z tVT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw to before me thi day of 20_0�_ Public Signatm&0 App ca t BONNIE).DOROSNI Notary Public,State Of NewVA No.O1D06095328,Suffolk Term Expire J*7,20 01, � Date. Applicant/ Reviewe Owners Name: Architect/ Date Engineer: Submitted: � SCTM 9: District: l �� Section: /O Block: �_ Lot: Subdivision Project Name: Location: Sigtc&separate Required VQ ceritfication: ReqRey �G (� dLd �} ILot size: Actual: I I Il of coverage I ropusc . Coning 1)islricc—>� Req / Req. +� _1 Req. —� Rear Yard 7.s Pro sed• IC=ront Yard S Proposed: —J (Side Yard r Imposed: J ( Po Project Description: ` A ENC.1�FRM Permit RFOUI FAD FURP�VTIF NO S l � Suffolk County Health,Dept. New York State ;i). E. C. Town TrusteeF - own Zoning Board approval. l" anning Board approval: Town Pl. ✓ Flood Plane Elevation??? Flood Zone: Notes,- - r 1 � . i TEST HOLE SUFFOLK COUNTY DEPARTMENI'OF HEALTH SERVICES ASPHALT PERMIT FOR APPROVAL,OF L'OftiSTP.U!'F[QAt FOR AIN FL (-IMI R^R SWGLE FAMILY REST "'I GWLY HD 9E BROWN sILTY - `' 3 L`� 1:=ED of L4' -1 SAND SM 3. APPROVED DATE �L-O H RE (( B REI9 PSI PALE BROWN NORTH I J MNNEED TO FOR NIA IUM OF t„BED OM MEDIUM SAND EXPIRES YEARS, DATE OF APPROVAL NITARY SECTION 1- SANITARY SYSTEM AND RMET2!G ON PREPa.REO nY: / r, MYI.LIC.H .4os PECONIC 3LIRV£(Of13.P.C. BP /( / NY.S.LIC.NO.,YB1B 14.2' �A SOUTIIOLO,N.YyI1D IVELEH SfMhGI WATER IN PALE �r BROWN FINE � i I TO MEDIUM SP ,T 0) 1 1 J n BY. MCDONALD GEOSCIENCE 2/11/03 1:15 PM X iu I \ \ S Q R UNE OF EXIST. HOUSE U > zu \S)O O = PIPE ❑ x MONUMENT Q i ZONE 7 \ N/O/F/JOANI 11 a PROPOSED ELEVATION X r/ (OWE 36103CO143 G 5/4/96 /.� / OZ iOP OF BANK �- EXISTING TO BE B/ /� d��.-tr-' 7-ONE N ' J \ REMOVED Q 1 it x ri 1BA lane of O 0 g. ; i ; IP i pga p i HOUSE o D 16' oaari 6Y ; to�►t �Nealth0°��yoet>t N D N6e�D A a,. aeo TABLE OF AREAS as'-s° ; EXISTING HOUSE - 86030-FT. .� �4 DECKS 33030.mr GAZEBO - 1TSSO.FT. PROPOSED HOUSE = SSB SOFT, DECKS = 310 SOFT. GARAGE - B26 SOFT. DRAINAGE SYSTEM �,x F N'a`FA'r FF RU SYSTEM It, N/O/F BRENDA ROOF-3.SZD x.lnT-66A cuFT. 2 STY.FR. (DWELLING BASIN 1-USE(3)NEW BASINS Q B'HT, _ 878 GF VOL. HOUSE (PUBLIC WATE SYSTEM.2 PAVING-2,OB XCA6l-3 BCU.FT. BASIN 2-U (1)NEW BASINS CR B'HT. = 228 GF.VOL. TOTAL BASIN-USE I.)NEW BASINS®a HT. _ Sn{ C.FVOL. THE PROP08ED STORM DRAWS ARE LOCATED NO LESS THAN W AWAY FROM 1HE P POSED LEACHING POO / 4L SITE SURVEY w I SURVEY OF PROPERTY F y (prOfY EL�1_)l°,•MS mp _ _. ��."��• -.-_.�a,rollhan Pv� SITUATED AT --- '- - MATTITUCK 0 ' �nJ TOWN OF SOUTHOLD ►.a SUFFOLK COUNTY, NEW YORK " S.C. TAX No. MAP-100 - 107 - 07 - 02 IZ ° SCALE 1 " = 30' � INFORMATION TAKEN FROM SURVEY W ! ! PREPARED BY MR.JOHN T. METZGER ( n LAND SURVEYOR((DATED AUGUST S. 2001 °R.we.iw u.,w e�31M1f1 • NOV. 5. 23. 0022(REMSION B.O.HJ F•H Ea • DEC. 26, 2002 (RENSIOO�NN ' FEB. 2, 2003 [TEST H )) • APRIL. 2, 2003 (RENSION) • APRIL. 10. 2003 (REN90N))) • JUNE 12. 2003 (I3RY WELL3, LOC.) - + JUNE 25. 2003 REVISIONS • JULY 31,2003 ( VISION) ATOM THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HERON ARE FROM FIELD OBSERVATIONS AND OR FROM DATA OBTAINED FROM OIHERS. ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.GN 0 I , ' JE M.GALUGAN W SLLING> U o zlW DYED AN E _ Q Luiz Z AN ORAGE --- - —i- - MATTITUCK CREEK 1 STY.FR. TION HOUSE wESYIEw DR. i W R=28.03' EL L=58.79' iODDCURF T EU ,6 \ 1 y \ w Did a — \\\ KEX,, P' zz ,q NbTE:E�N°W4lEX WE � ' na ` NELOCAIE° a { 10 SITE DATA SCTM 111 1000-107-07-03 PROPERTY: 2105 WESTVIEW DRIVE 8 MATTITUCK, NEW YORK OWNER: RONALD J. SMITH & MARIA K. SMITH ".KEIL 1 aao SITE AREA: 19,912 SO. FT. = TO TIE LINES. - - :R) ZONING: R-40 " m va^—1 Y FLOOD ZONE: X SURVEYOR: PECONIC SURVEYORS, P.C. SITE P.O. BOX 909 PLAN 1230 TRAVELOR STREET SOUTHOLD, NY. 1971 LICENSE * 49618 DATED: APRIL 2, 2003. A.SITE SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YO S.C. TAX No. MAP- 100 — 107 — 0 SCALE 1 " = 20' �1I�yp 07 1 j� l/ INFORMATION TAKEN FROM SURVEY PREPARED BY MR.JOHN T. METZGER LAND SURVEYOR DATED AUGUST 6, 2 * OCT. 23, 2002 (TOPO. & B.O.H.) NE M. GALLIGAN * NOV. 5, 2002 (REVISION) ELLING) * DEC. 26, 2002 (REVISION) * FEB. 2, 2003 (TEST HOLE * APRIL. 2, 2003 (REVISION) * APRIL. 10, 2003 (REVISION) * JUNE 12, 2003DRY WELLS LOC.) * JUNE 25, 2003 REVISIONS) is HE * JULY 31,2003 (R VISION) DATUM AN ORAGE THE LOCATIONS OF WELLS AND CESSPO 1 STY.FR. SHOWN HERON ARE FROM FIELD OBSERVA 'r �RE.Ig06V�C+��� \ s HOUSE AND OR FROM DATA OBTAINED FROM OTF R=26.03' Sy, L=56.79' ELEVATIONS AND CONTOUR LINES , ARE REFERENCED TO N.G.V.D. F EL.' \ ff I ♦ 'f I /1,d \ ��. e MATTITUCK CREEK I LROjECT OCATION u4/ WESTVIEW DR. ((/ � I WOOOCU FF at GU� i oasnNQo , i �.< LWEIDBE I \ YFLOWE RD -�► 1 \ 22 0.L � r \"4V uenNo < ._ ' . l ' D AV NUE •WELL � / , WATER ! iaa WATER L1ElEli � FROM WAIEfl LINE �• , NOTE.N 6 O� TE. E%ISTNO WATER UNE TO RE RELO(dTta E%I6nrvG WHTEr, __ ____ / ^ F uNF 2.To ; •�• 20 ♦. KEY MAP i WALL G j. KEIL JG�PO e :R) s+` O 'op SITE DATA SCTM # 1000-107-07-03 )VER TO GRADE PROPERTY: 2105 WESTVIEW DRIVE Qlade EL=15 5 Grade 6%max — MATTITUCK, NEW YORK _ __r-grade EL-15.6' Grade 5%max t3 2 2'mire 3Trlax for 20 ft from pool -_IE 13.0' - OWNER: RONALD J. SMITH & MARIA K. SMITH °PaOVED - -� 2 r � COMMONWEALTH LAND TITLE INSURANC 2b /—CROSSOVER ` INV=9.4' ASTORIA FEDERAL SAVINGS AND LOAN SITE AREA: 19,912 SQ. FT. = TO TIE LINES. e16' ZONING: R-40 FLOOD ZONE: XI Lt} ,ri LEACHING ! SURVEYOR: PECONIC SURVEYORS, P.C. �--' 3"MIN. P.O. BOX 909 GR.WATER EL. t.q'_� � 1230 TRAVELOR STREET SOUTHOLD, NY. 1971 LICENSE # 49618 v' DATED: APRIL 2, 2003. t FH RESIDENCE `ITECNOLOG .' L j C K ARCHIMCTURE PLANNING CONSTRUCTIOP NEW YORK 13405 Main Road,Mattituck, New York 11952 631.298.1129 fax: 611.298.1128 NORTH j o OD 220 a 3LE OF AREAS JG 950 SO.FT. N/O/F BRENE 630 SQ.FT. 2 STY.FR. (DWELLII (PUBLIC WI 0 — 178 SO.FT. HOUSE )SED 968 SOFT. 318 SQ.FT. iE = 625 SO.FT. FIN FL EL-23.4' 8•SLAB grade EL-16' HOUSE OUTLET INV-24' IE—13. AI NAGE SYSTEM 2° ROOF RAINFALL IE— 14.d •APPROVED 100% PAVING RUN-OFF 1/271 s• A # 1 {SEPTIC TANK if 1000 GAL -3,320X .167 = 554 CU.FT. 1 - USE (3) NEW BASINS (a 6' HT. = 678 C.F.VOL. ----- +e----•- A # 2 3 - 2,080 X 0.167 = 348 CU.FT. 2 - USE (1) NEW BASINS Ca? 6' HT. = 226 C.F.VOL. SANITARY SECTION PROPOSED SANITARY SYSTEM AND - USE (4) NEW BASINS (9) 6' HT. = 904 C.F.VOL. SANITARY SECTION PREPARED BY: JOHN T. METZGER PECONIC SURVEYORS,P.C. IOPOSED STORM DRAINS ARE LOCATED NO N.Y.S. LIC. NO.49618 HAN 20'AWAY FROM THE PROPOSED LEACHING POOLS P.O. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 O.: FILE NAME: DWG. NAME: ISSUED: DESCRIPTION: SITE PLAN 12.27.02 ISSUED TO HEALTH DEPT. FOR REVIEW. ,[�1 //�� FERS—SITE—CUR 04.02.03 ISSUED TO BOARD OF TRUSTEES FOR REVIEW V ' � 12 27 02 SCALE: 05.07.03 ISSUED TO BOARD OF TRUSTEES FOR REVIEW AN 7.01.03 ISSUED TO DEPT. OF HEALTH FOR REVIEW. MATT `� 1 'I = 20' 8.12.03 ISSUED TO DEPT. OF HEALTH FOR REVIEW. 8.12.03 RE-ISSUED TO THE D.E.C. FOR RFVIFW. VN SILTY I it f TOP OF BANK 'i SM Y IIiI BROWN W \ t O Lij UM SAND U W N/O/F/ JO< Z W i' rWf I ZONE ��O'X '�' \A r TOP OF BANK f X 14.2' 2 i 1 '' ' \ .e .R IN PALE t O � .. ZONE VN FINE ; i �Y.. e^s aae X o6E/ l EDIUNI 14 48,0 ASP 7/ 1 1 751 Lu NALD GEOSCIENCE \ o i J03 1:45 FM O w2 OF za. 2 STY.FR. ! HOUSE ((�� j7 DECK FNJ.FL.EL. EXIST. HOUSE !* H NE E¢vnc PE 1 1 / 14' BUrx i i •• N vww a ONUMENT s.rn NE^o � i- ; i � i To ee Ataf I N i 11 t 20POSED ELEVATIOq 4/98 G 5/ / csss aoo ' >103C0143 Y 1 .;/N,,� i r i i` roeEF1uFDIN y OTS CURB/ o o XISTING RICK TO BE U i'l u^a/ EwsYxo,sr �... oo EMOVEDvv 1 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:\\Computer_b\PROJ\Check\REScheck\SMITH RESIDENCE.rck TITLE:RONALD&MARIA SMITH COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/08/04 DATE OF PLANS:MARCH 31,2004 PROJECT INFORMATION: DEMOLITION OF EXISTING,CONSTRUCTION OF A 2-STY DWELLING W/ATTACHED 2-CAR GARAGE. COMPANY INFORMATION: ARCHITECNOLOGIES P.O.BOX 93 MATTITUCK,N.Y. 11952 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-3 F-0"FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION -SITE PLAN W/HEALTH DEPT.APPROVAL. -FOUNDATION PLAN -FIRST FLOOR PLAN -FIRST FL.DECK&CEILING FRAMING PLAN -SECOND FLOOR PLAN -SECOND FL.CEILING&ROOF FRAMING PLAN -BUILDING SECTION -BUILDING ELEVATIONS/PANEL PLANS -ENERGY CALCULATIONS -NAILING&PLUMBING RISER DIAGRAM COMPLIANCE:Passes Maximum UA=3191 Your Home UA=3136 1.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1826 38.0 0.0 55 Ceiling 1 copy 1:Cathedral Ceiling(no attic) 169 38.0 0.0 5 Wall 1: Wood Frame, 16"o.c. 4085 21.0 0.0 172 Window 1: Wood Frame:Double Pane with Low-E 30 0.320 10 Window 2:Wood Frame:Double Pane with Low-E 30 0.320 10 Window 3: Wood Frame:Double Pane with Low-E 30 0.320 10 Window 4: Wood Frame:Double Pane with Low-E 30 0.320 10 Window 5:Wood Frame:Double Pane with Low-E 30 0.320 10 Window 6:Wood Frame:Double Pane with Low-E 30 0.320 10 Window 7:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 8: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 9: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 10: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 11: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 12:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 13:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 14: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 15: Wood Frame:Double Pane with Low-E 28 0.320 9 Window 16: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 17: Wood Frame:Double Pane with Low-E 18 0.320 6 Window 18: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 19: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 20: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 21: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 22: Wood Frame:Double Pane with Low-E 7 0.320 2 Window 23: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 24:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 25:Wood Fratne:Double Pane with Low-E 8 0.310 2 Window 26: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 27: Wood Frame:Double Pane with Low-E 22 0.320 7 Window 28: Wood Frame:Double Pane with Low-E 12 0.320 4 Window 29:Wood Frame:Double Pane with Low-E 12 0.320 4 Window 30:Wood Frame:Double Pane with Low-E 3 0.310 1 Window 31:Vinyl Frame:Double Pane with Low-E 3 0.310 1 Window 32: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 33: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 34: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 35:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 36:Wood Frame:Double Pane with Low-E 12 0.320 4 Window 37:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 38: Wood Frame:Double Pane with Low-E 18 0.320 6 Window 39: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 40: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 41: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 42: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 43: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 44: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 45: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 46: Wood Frame:Double Pane with Low-E 20 0.320 6 Window 47: Wood Frame:Double Pane with Low-E 10 0.310 3 Window 48: Wood Frame:Double Pane with Low-E 10 0.310 3 Window 49: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 50:Wood Frame:Double Pane with Low-E 9 0.310 3 Window 51:Wood Frame:Double Pane with Low-E 9 0.310 3 Window 52: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 53: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 54: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 55: Wood Frame:Double Pane with Low-E 24 0.320 8 Window 56:Wood Frame:Double P ane with Low-E 24 0.320 8 Window 57:Wood Frame:Double Pane with Low-E 24 0.320 8 Window 58:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 59: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 60:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 61: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 62:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 63: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 64: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 65: Wood Frame:Double Pane with Low-E 4 0.310 1 Window 66: Wood Frame:Double Pane with Low-E 3 0.310 1 Window 67: Wood Frame:Double Pane with Low-E 12 0.310 4 Window 68: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 69: Wood Frame:Double Pane with Low-E 6 0.310 2 Window 70:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 71: Wood Frame:Double Pane with Low-E 14 0.320 4 Window 72: Wood Frame:Double Pane with Low-E 14 0.320 4 Window 73: Wood Frame:Double Pane with Low-E 3 0.310 1 Window 74: Wood Frame:Double Pane with Low-E 3 0.310 1 Window 75: Wood Frame:Double Pane with Low-E 9 0.310 3 Window 76: Wood Frame:Double Pane with Low-E 9 0.310 3 Door 1: Solid 7 0.310 2 Door 2:Glass 14 0.310 4 Door 3: Solid 7 0.310 2 Basement Wall 1: Solid Concrete or Masonry 1411 10.0 0.0 103 Wall height: 8.0' Depth below grade:6.6' Insulation depth: 8.0' Floor l: Slab-On-Grade:Unheated 2228 4.0 2322 Insulation depth:0.0' Floor 1 copy 1: All-Wood Joist/Truss:Over Unconditioned Space 1700 21.0 0.0 75 Floor I copy 2: All-Wood Joist/Truss:Over Unconditioned Space 1347 0.023 31 Crawl 1: Solid Concrete or Masonry 289 19.0 19.0 35 Wall height:4.0' Depth below grade:2.8' Insulation depth:2.0' Air Conditioner 1:Electric Central Air, 14 SEER Boiler 1: Gas-Fired Steam,86 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Cons tion Code requirements. When a Registered Design Professional has stamped and signed this page,they are �� f his/her knowledge,belief,and professional judgment,such plans or specifications are in co Builder/Designer Date___J� ;�j'•;vQ ot�i;6.�o:0 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release In DATE:04/08/04 TITLE:RONALD&MARIA SMITH Bldg. Dept. Use Ceilings: [ 1 1. Ceiling l:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling I copy 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/6.6'bg/8.0'insul, R-10.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: ( ] 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 6. Window 6: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?( ]Yes[ ]No Comments: [ ] 8. Window 8: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 10. Window 10: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 11. Window 11: Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 12. Window 12: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 13. Window 13: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 14. Window 14: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 15. Window 15: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 16. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 17. Window 17: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 18. Window 18: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Window 19: Wood Frame:Double Pane with Low-E,U-Factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 20. Window 20: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 21. Window 21: Wood Frame:Double Pane with Low-E, U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 22. Window 22: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 23. Window 23: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 24. Window 24: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 25. Window 25: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 26. Window 26: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 1 27. Window 27: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 28. Window 28: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 29. Window 29: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 30. Window 30: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 31. Window 31: Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 32. Window 32: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 33. Window 33: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 34. Window 34: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 35. Window 35: Wood Frame:Double Pane with Low-E,U-Factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 36. Window 36: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 37. Window 37: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: f 1 38. Window 38: Wood Frame :Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 39. Window 39: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 40. Window 40:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 41. Window 41: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 42. Window 42: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes,Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 43. Window 43:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ 1 44. Window 44:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 45. Window 45: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 46. Window 46: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 47. Window 47: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-Factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 48. Window 48: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 49. Window 49: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 50. Window 50: Wood Frame:Double Pane with Low-E, U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 51. Window 51: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ 1 52. Window 52: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 53. Window 53: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 54. Window 54: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 55. Window 55: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 56. Window 56: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 57. Window 57:Wood Frame:Double Pane with Low-E, U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 58. Window 58: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 59. Window 59: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 60. Window 60: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 61. Window 61: Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 62. Window 62: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 63. Window 63: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 64. Window 64: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 65. Window 65: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 66. Window 66: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 67. Window 67: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Tvve Thermal Break? [ ]Yes [ ]No Comments: ( ] 68. Window 68: Wood Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ J No Comments: [ ] 69. Window 69: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 70. Window 70: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 71. Window 71: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 72. Window 72: Wood Frame:Double Pane with Law-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 73. Window 73: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 74. Window 74: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 75. Window 75:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 76. Window 76: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ )No Comments: Doors: [ ] 1. Door 1: Solid,U-factor.0.310 Comments: [ ] 2. Door 2:Glass,U-factor: 0.310 Comments: [ ] 3. Door 3: Solid, U-factor: 0.310 Comments: Floors: [ ] I. Floor 1: Slab-On-Grade:Unheated,0.0'insulation depth,R-4.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Floor I copy 1:All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: [ ] 3. Floor 1 copy 2:All-Wood Joist/Truss:Over Unconditioned Space,U-factor:0.023 Documentation must be submitted verifying the overall assembly U-factor. The U-factor must be developed in accordance with accepted engineering practice. Comments: I Crawl space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry,4.0'ht/2.8'bg12.0'insul, R-19.0 cavity+R-19.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Heating and Cooling Equipment: [ ] 1. Air Conditioner 1:Electric Central Air, 14 SEER or higher Make and Model Number [ ] 2. Boiler 1:Gas-Fired Steam, 86 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ 1 Insulation R-values,glazing U-factors,and heating and cooling equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ 1 Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. f 1 I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code ofNew York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 11, Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) I TEST HOLE SITE SURVEY w ASPHALT Fqu aq_�,T.r aea I'a °`"1�'`'=1= —s !`�.".s.,.,., Dom, o.�„„„�, SURVEY OF PROPERTY ~ BRowN SILTr > rbc^^�^^m' SITUATED AT SAND e=,ra _ _�mpRovEolr-i s _ AfATTITUCE TOWN OF SOUTHOLD war .xno sM 1 iSUFFOLK COUNTY, NEW YORK � �? a S.C. TAX No. MAP-100 — 107 — 07 — 02 V PALE BROVrry NORTH I = � HNE TO SCALE � 30 B MEDIUM SAND i i INFORMATION TAKEN FROM SURVEY �R SII 3 SANITARY SECTION Pm 1Np PREPARED BY MR.JH ON T. WTZGER �= LAND SURVEYOR DATED AUWST S. 2001 PROPOSED SNXTARY SYSIFAI AND /i sArttrurY SEC11aN PREPARm BY: M'N- OCT- 23, 20021(2EY190N B.o.H.) i' / TOP OF SN+K JClINT.ME1zGER PEOaNrc sumEYORs.P.O aR.wnrG,D_,R I r DEC. 22 ((RENSION / N.Y.S.UC.NO.ro318 r FEB. 12.6-2002(TEST N ) SP3 ( ) WATER W PALE r / s EO eox Yaa N.Y, IRAYELER STREET • APRIL. 2. 200 REVISION i I SO(I,l10LO. .Y,I,BTI r APRIL, 10. 2003( REV=TO EDIUME ii r =rl 12,' =I lREV19LOC.) J \ i r JULY 31.ZDO3 ( VISNON) ATOM SANG r I THE LOCATIONS OF WELLS AND CESSPOOLS SP ,T Y i t [ \ SHOWN HERON FROM FIELD OBS ERVATIONS Lu O n g lO \ BY. WDONALD GEOS JUNCE (U ^ n i �I \\ AND OR FROM DATA OBTAMED FROM OTHERS. /214/03 ELEVATIONi AND CONTWR DNES 1:45 PM W 4(E REFERENCED TO N O V D. D= LINE OF Ewsr. HwsE U j 4[/ O = PPE , W� \ " I ❑ = MONUMENT (� ~� 1 ZONE >� \ WO/F/JOANNE M.GALUGAN UJ ® = PROPOSED ELEVATION I i� i I , x�.' �x (DWELLING) f l 3610300143 G 5/4/96 , O I / i' X l \.'TOP of BANK V ©= EXISORG NRB/ Baia To BE ( N ' l � ..:,-_,r l ,Zp\ \ Z Z REMOVEDQ i it ,io?' X \ - '' W C W \ HE 0 111 ./ r erv.,. v v AN ORAGE T . TTIT K GREEK vJ P. _ w1Ge THOUSE LacnTwN f LL ggI R-26.03' L=58.79' w000cuFs T I % Da n vLDwm o L 1 �•� Q A , Y I 1 I 1' a I aw�o / / TUe A • Z' H 6s KEY RAAP. ., 3� w ' v �t 1c A gs, �,,, _ �,: I �• 1 n a�M wA o .E 9 TABLE OF AREAS °0 "a”' TO SE rE4paA,m A DECSE - Ila0 s0.Er�NG �0.�, `./y •_ ° p DECKS - Bvo sorr. ala % n .Ll A.e n LR GrY2ED0 - ITB SO.Fi. ` 1 i Ria S ~' rrr P D � ji N SITE DATA .� 'O l00%PAVIN('RUN-DFP .a �cy �.11 opo- - P)(� r,,l107-0 - ......SCTM / 1000 = GAfUOE PROPERTY: 2105 WESNIEW DRIVE DRAINAGE SYSTEM MATTITUCK, NEW YORK E ad j OWNER: RONALD J. SMITH do MARIA K. SMITH srslEM s, N/O/F BRENDA C.KEIL n.1..r, L,� woF-sszax.,1R-cs.W.Fr. 2sTY.FR, (DWELLING) °aa �P" SITE AREA: 19.912 SO. FT. = TO TIE LINES. eTe c.F RAsxat-usE cal NEw BAsINs®eNT - .voL (PUBLIC WATER) EMSOwn— ,.=3D 2 HOUSE ZONING: R-4D PAv1NG-zasoxo.lm-aee W.AT. FLOOD ZONE: X . Bs=+z_DSE c,1 NEW Basrr�s®eNT. = zzs C.F.VOL SURVEYOR: PECONIC SURVEYORS, P.C. SITE TOTAL P.O. BOX 909 EL 9rU3E(4)NEW Bg6VL4®9CF FR. - 90n WL PLAN THE vRDPosEo sroRM DRAn+BARE LocATEo No SOUTHOLD,E NY. 1971 BPN- - LE.4-TMPII ZO AWAY FROM TME RIOPOSED LEACHING POO I LICENSE If 49618 DATED: APRIL 2, 2003. A.SITE SCDHS Re%# RIO 1 T r with the STAIJQRff3$ fVR APPROVAL STREET ADDRESS. 2105 WESTVIEW DRIVE 9N CdF 4c 4ffi SEWAGE. 0 PO e T MS fCtt7 SIAL " Y RESVENCES and will' the con Is sel or therein and on the N permit fa Cf. SURVEY OF PROPERTY ELEVATIONS AND CONTOUR LINES AT MATTITUCK ARE REFERENCED TO N.G.V.D. The `ns of wells and cesspools shown heheon are from ,`,'eld observations TOWN OF SOUTHOLD and from data obtained from others. SUFFOLK COUNTY, N. Y. m 1000-107-07-02 e* SCALE.• 1'=301 Aug. 17, 2004 (foundation) AUG. 6, 2001 OCT. 23, 2002 (TOPO. do B.O.H.) NOV. 5, 2702 ( revis,-on J �p� / PEC. 26, 2002 (revision) ' FE9- 21, 2003 ( Test hole ] 1V w \ d A41Cr APRIL 2, 2003 ! revision 1 TtST HOLE `VnC POP O mac ` APRIL /O, 2003 ( revls/on) sl•/5.6 l I`�," �O i' VJ JUNE l2, 2003 ! dry weps loa 1 W / - 2et� .. ✓rine 25,2oo3 Asphdt f l • V �l` .,\ Query cam- JULY 31, 2OC13 ( revi>ion 1 ! nl / ;3t V; ��e�, Apr# 7, 2004 (revision] Brown s#tyS sand `y rn „ y is O .Oy `\ `✓y�o �'`•J �<, \ -0 X34 SAd q, 4W �� � \\ Pale brawn 95_ ,\ \ One /o I ,?e KAd l c` ►�y� N : o memwn randWELL ` R=2&oG e w 8 ` s.s ry X b0 N G , V y °sa3° � � 5 Water In pale &�. r 19 tr.eS.Y X40. - 0 \ Li brown #ne K/ to medwo N 6 sand SP l7• pR���+ i h by McDONALD G£OSrJENCE 2' ?�SFp2 N NOTE! EXISTING WATER LINE 2/04/03 - 1,45 PM � - F /Np STy ar' r �• " 0 TO BE RELOCATED /7. ProPo.>�::. S'T �� l2�• , \ ` r Onen.pslo-br� K,n �f 65 0 FLOOD ZONES FROM FIRM 36103CO143 G 5/4/98 Q 24.2 g I am familiar with the STANDARDS FO^ >': .PROVAL AND CONSTRUCTION OF SUBSURFACE '_ GE z srr `� DISPOSAL SYSTEMS (JR SINGLE FAM/L)I , :SIDENCES e1;Naar� ,cam 22.0' �PPEER of NEW yo and will abide by the conditions set forth therein and on theJg4� at.MET2 permit to construct. el/& � r• f 9�d� e//e.o 9 \ ' G The location of wells and Is shown hereon ore /Er9.o re�.7 .r000� faPPror< 2�r4 (\� E .o from field observations and or from data obtained from others. 5T /32 f'0, 3 5 ^ oo 1k ANY AL7ERA77CW AD0171ON TO THIS SURVEY IS A WOLA77ON g•¢ \' S OF SEC71ON 7N,S OF THE NEW YORK STATE EDUCA77ON LAW. O EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CER77RCA77ONS _ 3n'n N. Y. 49618 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF ar. Wo4e�e/%4 ECONIG� VEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR CERTIFIED TO WHOSE SIGNATURE APPEARS HEREON. RONALD J. SMITH SEPTIC SYSTEM CROSSECTION (631) 765-5020 FAx (631) 765-1797 AREA=19,912 S.F. ® ' DRY WELLS MARIA K. SMITH P.O. BOX 909 0=PIPE COMMONWEALTH LAND TITLE DaRANCE COMPANY 1230 TRAVELER STREET TO TIE LINES ■=MONUMENT ASTORIA FEDERAL SAVm s AND LOAN ASSOCIATION SOUTHOW, N. Y. 11971 01-237 SCDHS Ret.# RIO-03-0003 1 aMn Nilh the STANDARDS FOR APPROVAL .T ADDRESS: 2185 WESTVIEW DRIVE Ah J G SMUCTiON OF -c .IBSURFACE SEWAGE DISPOSAL SYSTEMS FOR ShWLE FAML Y RESIDENCES and w111 abide by the condtinus set forth therein and on the permit to construct EL VA TIONS AND CONTOUR LINES SURVEY OF PROPERTY ARE ,4EFERENCED TO N.G.f.D. The bans of We& 'ad cesspools AT MATTITUCK shown hereon are from 4sld observations �C BUFF°LKCCUN11 pErA Y ,.'r =ERVICE3 Ij and o� from data obtain' from others. TOWN OF SOUTHOLD 1 APPROVAL 07 FOR SUFFOLK COUNTY, N. Y. Date 2 �.2LG5. F - _ r2io�3c�x3 ii �, 1000-107-07-02 i; been � SCALE.• 1'=30' �. Aug. 17, 2004 (foundation) AUG. 6, 2001 _ 1M5. b \ T. 23, 2002 (TOMO. do B.O.H.) rs ,v? ` '� AUG.AL'G ;E, ?005 (FINAL; bes..tN ` \ f _ NO V. 5, 2X02 ( re tis,on \ PEC. 26; 2002 (revision) -- . ,I� L ' G�� FFB. 2., 2003 ( Test hole 1 - HOL - d r,.,Mc � _ '/( APRK 2, 2003 ! revh/on 1 ___ a/•/S.b Via,.. d, .._ _. _.,uBRlellt C'� I ��V aQla e d In TOP 'd_AAP/7K lO, 200.3 ( revision l •«"'4YY11 _ Z�y .KMLc' /2, 2003 ( dry weps loc. 1 y � I ,� G - ��. w June 25 2ooj �rrris io�y i T� JLLY 3I, Z003 ( re vi—on I SEPTIC AASIREWWTS � t t tAprN T, 2004 (rev&lw) • 1 /p`r lb')! \ Jonr 29.2 _A ST •orn 1. #1 2B' 45' 'iee 90 sand42' 35' -- 14.2' 7 ampole a6 NR! 2rd. 1' 20 \ SP 17' VALD GEOSCENCE A73 1145 PM \ 4so� ?syY ; GfltVEL NOTE, EXISTING wA TER LANE 6 - / �' r w/s <<a 8 r TO BE RELOCATE) ZONES FROM FIRM \ �ySATY -0143 G 5/4/98 `j EL 2*.2' amilior with the STANDARDS F0c" PROVAL fR rY ^) RYF y ONSTRUCTlON OF SUBSURFACE '. E z -AL SYSTEMS r4r4-)R SINGLE FAMILY _SIDENCES y ow owp Et 22.0' FK �� 'I abide by the conditions set forth therein and on the ' Q, car G �p� to construct. _q-- ei 1s.G �J0 16\.� �pF NEW y cation of wells and /s shown hereon are IEHo far/ 7 roao9 4ue 'o zm� \ eld observations and or from data obtained from others. 5r PJ ygPS.METjC�3F %3zrr13o fP �! �o p 17An � DIn crr. , ADoN To THIS SURVEY /S A NOLAnow _ ON 7t'JS OF THE NEW YORK STATE EDUCA77ON LAW. AS PER SECnON 7209-SUBDIVISION 2. ALL CER77nCATI0NS ?� ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR CERTIFIED TO. ECON/C VEYORS, IGNAIURE APPEARS HEREON. DRY WELLS RONALD J SMITH .5OPTIC SYSTEM CROSSEC TION (631) 765-5020 FAX (6 (AND 1797.__.1 =19,912 S.F. ® � MARIA K. SMITH P.O. BOX 909 TO TIE LINIES =PIPE COMMONWEALTH LAND TITLE INSIRANCE COMPANY 1230 TRAVELER STREET r� ■=MONUMENT ASTORIA FEDERAL SAVINGS AND -OAN ASSOCIATION SOUTHOLD, N. Y 11971 Ol— `'37 DRAWING LIST: FOUNDATION NOTES : A.SITE SITE PLAN W 1 BASED ON SOIL BEARING CAPACITY, TWO TON PER SO INCH SUBJECT TO A,O FOUNDATION PLAN INSPECTION AND VERIFICATION A.1 FIRST FLOOR PLAN 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL rjQ' A. -1 FIRST & SECOND FLOOR FRAMING PLANS BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. A.2 SECOND FLOOR PLAN STEP FOOTINGS ARE TO HAVEA 30 DEGREE MAXIMUM. A.2-1 SECOND FLOOR CEILING & ROOF FRAMING PLAN Oz 3.,ANCHOR BOLTS TO BE AT LEAST t/2" IN DIAMETER AND 1'-O" N LENGTH WITH A 2 - 2" X 10"ACID. A.3 BUILDING SECTIONS I4 8 MAXIMUM SPACING OF 4'-O" ON CENTER. MAX 1'-0" EACH CORNER SPACING C NT. GIRDERS. A.4 NORTHWEST ELEVATION _ 1YP.) � m 4. ALL CONCRETE TO BE 1.2:3 MIX; 2600 LB, CAPACITY UNLESS OTHERWISE NOTED B" P. CONC. FOUNDATION A.4-1 NORTH & EAST ELEVATIONS 4. SPECIFIED PROV. 1'-6" X V-6" X P \ �1 A.4-2 SOUTH & WEST ELEVATION ID z R NO G. P.) '\ FOOTING (TYP. ALL) 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO 8E USED. THE BLOCK SHALL BE 5' 10"—'� PROV. WATERPROOFING A.4-3 NORTHEAST & SOUTHEAST ELEVATIONS ASTM-146 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID \MEMBRANES (SEE A-3 FOR DETAILS) REF A-3 a ASITe A.5 ENERGY CALCULATIONS W�tr11TH REINFORCEMENT. CORES JOINTS, ANCHOR BOLTS ARE TO BE FILLED TWO \ a ,OURSES DOWN. SEE NOTE 3 ABOVE. FR C RA sr TEM „o:, ar" \\ S 5'-S" 5'-S" A.6 NAILING SCHEDULE & P.R.D. V w S. PROVIDE O 026"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL h AO %/ f \\ IO A.7 CONSTRUCTION DETAILS kRIMETER SILLS. /" ' ' - - - \� - - - - - - - - - - - - - - - - - - - - - / ' 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR / \ \ _ P 1,01l X Ill .4 PRESSURE TREATED. VENTEN - , i WINDOW LEGEND : I�-I a C���- 1 j - - - - - - - - - - - - - - SCREEN I I 4" P. CONC. SLAB ON CLEAN - NOTE: ALL WINDOWS TO BE ANDERSEN I LOW E 400 WINDOWS 4'-O" . CRA L S ACE b! H I I �--COMPACTED FILL W/W WAI -� W/SHUTTERS. & FOLDING WHITE METRO HARDWARE. COLOR p „ PROV. R-19 INSULATIO 0! 7 LL ` 6 X 6 REINFORCEMENT. ? BE WHITE, PROV. WHITE FRAME SCREENS FOR ALL WINDOWS FRENCH DRUN SYSTEM (D O O (TYPICAL ALL AREAS) L, FOUNDATION LEGEND : F°RC6QAT1ONS N I PROV. 3'-O" X3'-O" WINDOW SPECS ,.- - -- -- - _,. \ �' I SPACE. G TO CRAWL 4 / o . • �.- -�EXISTING BLOCK . I / FOUNDATION WALL A X PANEL ANDERSON ROUGH ROUGH _ - - NEW 6" POURED CONCRETE FOUNDATION WALL / // - - - _ - - - _ - - _ - EMOVED i REFERENCE NCE PENINOPENING1tJ/yOTY 6 . \ VENT -° ' ~" \ �c - - - - - - - - - - - - - ' REFER TO DRAWING A.3 FOR HEIGHTS. " - _ PROV. R-Lt / 'I�. / r R E U REFERENCE 29 3/8" - _ A \SCREEN i// A 1I' � - // 5( •U�" 1 CW736ER w T G B" CONCRETE MASONRY UNIT \ `` _ I I - i � � 7E I _ - _ \ ` / // ♦ "' D CEILING 4" POURED CONCRETE SLAB WITH 6X6 1D, t0 W.W.M ON CLEAN ,� �. - - - - / \ ,B--' ' • =- •' � " NS CEILING N N-� lip, IQ E A NEV 200 AM 4 7/B" 3' S 3/8" 2 n _ . ,.�•-.•- ` - - - - _ _ __ - - - - - - - / �/ ELECTRICAL SERVICE Ilm i TOl"AL 4 COMPACTED FILL. 73/4" RISER -- - \ / 6 y\\: \\ ///// NFFLOORABOVE (TYP. /iii' ' 1'-O"TRE\ 1 \ / (TYP) ACO. ALL AREAS) LO PROV. 1 eDERS. P a, E REMOVED L ELECTRICAL LEGEND : +' > �' RAE 1601RblQC°°�RISR MAN i azoou \ IXIST NG BLOCK +"sreEry CONT GIR X 1'-6" X i' D r O" / / ••�j�, E I rouNDATION EaTERIOH ro — / /4 LJ / /.j� I-f_I Y P C Na Fr �0 / / � / --- 2" X t0"ACO. O , �{+� // �- FOUNDATION WALL * 9 �sD ' NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND RIM OST Y / TO BE REMOVED /// '\ '/ III �� 1 REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y B.F.U. IS TO (TVP) /. Q�--V/, /�// \•/ .m I C u-1'iY / Z !'1 I BE PRESENTED TO 7HE OWNER AT THE COMPLETION OF THE JOB h A / / dR / III PROV. 6/8" GYP. b / •. / PROM,2"%T,tiS PER J6 NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE , / EA1Q R_21 MANUFACTURERS REouwEMENTs BD. CEILING L , Peov P F.soon ^suPERST°RE• NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE 4" POURED GONG PAD �� �' IAL3411.ATION IN (AREA ABOVE ELECTRICAL CONTRACTOR. REINFORCED WITH WIRE MESH. f '. r''' a / / �CCCCCEIUN� /y �, li�, BOILER ONLY) F(SIZE ASOrWAT EOUIRN,'OUiDOOR COMPRESSORS / // //\♦ (SIZE AS REQUIRED) NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LUTRON% "DECORA' IN COLOR (HONG PAD TO BE 2" BIGGER W Z O.N.O . DOWNUGHT TRIMS TO BE WHITE. THAN UNIT SIZE) �' , ,, 'j/ /// / EXISTINGGIH R /// .',' � � / .. Q DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT l / ,// rp� '\ / SEE NOTES OR I tNG HEAT NG PROV..B E FIRED PEERLESS PI NACLE — SYSTEM TO BE REMOVED "' I 4 GPI ' N { 4• ` �\ / " ,\ //� EEVATORB _ 3'91DEWALL VENT WITH3 CONCENIFIC DOUBLE-DUPLEX RECEPLTACLE!GROUND FAULT INTERRUPT , \ �: % yy �aBPECIFICA161J T7— VENTDROPIl (3AVTOB81CVil / 3 � '� I I (HVDR@dIC SYSTEM) r n _ vJ gC DUPLEX SEPARATE CIRCUIT RECEPTACLE 73RISER '• ' •/'� '/' // BE RI \ - W y�-o�,TREAD �+�,' �" / / TO E VE E /� 1 1 I / F \ WALL SWITCH -O' 1111 ,O\ ? ..,\ I / - - - - - _ - - J . T 4 3-WAY WALL SWITCH 4-WA.Y WALL SWITCH 8" P. GONG. FOUNDATION ° / /// /"+4 ,` \is ^\ / / - - _ - - . - rr CEILING MOUNTED JUNCTION BOX WALL W/1'6° X 10" / / _ UP \� / - J FOOTING (TYP. ALL) ' - / / / •� C '�. : •. �' - \\ // / l�'`O PROV WATERPROOFING 7 / 1111 de �� \\ / j -01 _ MEMBRANES (SEE A-3 FOR DETAILS)" - ( / / MONOXIDE TO . T BE HARD WIRED E' PROV. 2NE?IV.._ TINti 2,o ^k7,54RPEFSYQRE Zi?NE " " \ / PR V. 21 S LATI N �" \ / PROVIDE A REMOTIEATTIC FAN WITH POWEIRED LOWERS AND HALL CEILING FAN. \ •" \ r / `\ /✓ 'l .� \ \ INPLOOR ABOVE (TYP. PROVIDE A CIRCULATOR PUMP ON THE MANIFORLD AT BOILER LOCATION. ALL AREAS). is PROV A NEW 200 AMP SERVICE \,\ \ /y / 1� Q / . 4" P CONC. SLAB ON CLIA COPAPACI'FILL I 7.• ; \ ��JJ / 'G X 9'TOP SLAB W/2' X 9' STEPS //y /��' ?Y, / /i '�� ' _ ALL EXPOSED SURFACES PROV, 2THIK. SLATE TOP, AND STONE ON L ' \ \ / COMPLY WITH ALL CODES OF / / \ \ '/' / ' NEW YORK STATE & TOWN CODES PLUMBING LEGEND : ' ' / / \ \ y ' / S j / AS REQUIRED AND CONDITIONS OF VENT PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING (AS INDICATE / PROV. R-10 I SOLATION _ SOU1Hq,DTOWN7gq ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N Y C. AND N.Y S. F I' PROV 3'-O"X '-0" \ \ � / `�[/ Z BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV ALL r IAI'• 5PENING TOC WL \,� \ / \ FEE A-3aA.51TE SOUTHOLO TOWN PLANNING SCAM NECESSARY DRAIN VALVES. I PACE. `\\ / -\PRSII- QRAIN TTM / PROV. R-191NSULATION - \ / / '-t / \ "'PRI:6- Il60 $DNTNUC,TOWN TRUSTEES OF PROV FLOOR DRAIN AND 10. GAL SUMP. J h / Je / ��' .•\ ♦\ / / PROV. 2 CONT COURSE CONCRETE BLOCK N.Y.S.DEC GHB PROVIDE FROST FREE HOSE BIBS. / 9 W/ANCHOR BOLTS CEMENTED IN PLACE // / �//6 \ �- •�\ I //-' /L,' n� *S SHOWER HEAD <4,� ;,1 / 4" P. CONC SLAB N CLEAN 'I / �' \ \ COMPACTED FIL4i W.W.M:I / DO NOT PROCEED WITH �Z ! •II' �/ ! 8 X 8 REINFORCNCT„ / r-o" x r-0" p \ , \ a -/ FRAMrvu UNTIL SURVEY w L TYP CAL ALL AREA y VENT W' \ \ .. / OF FOUNDATION LOCATION OCCUPANCY 08 2 RUNS D USE IS UNLAWFUL R oCLU scREEN - . HAS BEEN APPRDVED. ADD I ! �.� ` )?_-� " �� ` � / : I r ♦ ,� EXISTING B" (8'-T' H )C.M.U.FOUND WALL WITHOUT L �\ �/ ON TOP OF EXIST WALL CERTIFICATION OF WI 1 HOUT j2 PROV.STEEL 1/2" DOWELS ANCHOR NAILING $ r0��r,,IF CERTIFY y0 _ FOUNDATION WALL TO FOOTING CTIONS OF ANCY LATE _" / ! 9O OQ `" r y �,A @ 4'-O" O C (TYP. AROUND PERIMETER) REVUIhtD' �ULIF w o Bp' P CONC. FOUNDATION J ' FOUNDATION PLAN ALL CONSTRUCTID _ N WALL W; r6"x t N D MEET N SHALL FOOTING (TYP. ALL) ��� !/ ;' / GARrAGE SIRS THE REgUIREMENTS OF PROV WATERPROOFING / ', ! CODES OF NE HE APPROVED AS NOTED MEMBRANES (SEE A-3 FOR DETAILS) / ! / YORK STATE, O I arl I DATE: /5/ B.P. 3D.33/ 2 2 DFIOF FEE: �- J> ABY: 9m mm PLUMBER CERTIFIGA TION NOTIFY BUILDING DEPARTMENT AT �¢ mx N A ON LEAD CONTENT BEFORE 768.1802 B AM TO 4 PM FOR THE m o w fr o FOUNDATIO EXTERIOR TO H VVF sM H sT c o 1-1-11-1 CERTIFICATE OF'O(iCUPY1WFfY FOLLOWING INSPECTIONS: w LL --11 / ^• / ( a^ P conic. SLAB ON coMP I SOLDER USED IN WATER 1• FOUNDATION - TWO pEOUIRED I H 0 H -FILL WITH W�N M.6 X fi REINF.� / dv J FOR POURED CONCRETE ~W w W SUPPLY SYSTEM CANNOT 2. ROUGH - FRAMING A PLUMBING p w 2/10 OF 1%LEAD, 3. INSULATION w¢ 21- EXCEED Ir l i r 4. FINAL - CONSTRUCTION MUST Z)d N d BE COMPLETE FOR C.O. U)p p ALL CONSTRUCTION FRENCI! DRAIN SYSTEM SHALL MEET THE SEE SIT FOR LOCATIONS REQUIREMENTS OFTHE CODES OF NEW w o v PLS — YORK STATE. NOT FIESPON FOR D ° ALL PLUMBING WASTE vi 3 WATER LINES NEED DESIGN OR CONSTp ERR S. IPROV. HAUNCH SLAB .I / TESTIl BEFORE COVERING n J 1 I@ GARAGE OPENING. / I SCALE: 1/4-1 RETAIN STORM WATER i( I PURSUANT TOSECTON 45-1 DID � e'fDWG, NAME: .I 1 OF THE TOWN CODE, FOUNDATION I PLAN F � I1E--- Np 0211 '.ILO DWG. NO. a -' L lPl TNI i C HA {g iii F OF it -� )� / )O DAM'IC' ���e. 14TION nPirrter",.,"..,,Ileeee - A . 0 TH( -D TO Vt, F^ENCH DSR N s-�Ss / - J %FRWRRERSCERTIFIC1ITE REQUIRED GENERAL NOTES : WINDO LEGEND : SPRINKLER SYSTEM SECU_ RITY_ ALARM SYSTEM -- - - -- -- -- - - --- '— NOTE.AUNLESSLL INTERIOR CASING TO BE STAIJDARD 3 112"COLONIAL CASING CLEAR PINE _K_ I T_ C H E N D E_ TAILS : AND ORDINANCES. THERWISE NOTED, 3RK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES FOLDING WHITE METRO BE ANDERSEN LOW E 4(30 RE COLOR TO BE WHITE I� FOLDINGWHITE FRAME O HAR WARE,COLOR ws WINDOWS WITH SHurrERs,AND *TO BE PROVIDED BY OTHERS *T0 8E PROVIDED BY OTHERS 1 5 - - ROV OR 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE (� 4 BURNER GAS RANGE MODEL RPB30-4SSS OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WINDOW SPECS h WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. WINDOW NOTES > �2 J DISHWASHER MODEL G8948CI 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PANEL ANDERSON ROUGH ROUGH - REFERENCE REFERENCE OPENING OPENING QTY. r (3J AMANA WALL OVEN A005304055 II' M, CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS O T 1. SHORT FRACTIONAL MULLIONS (PERMANENT 0 = _ [ NUMBER WIDTH HEIGHT .yy�� , 'aC FROM THE DIMENSIONS SHOWN. DINING RM . I` _` _ "A" A CW26* 4'-9" U-O 3/8" 6 EGRESS WHITE EXTERIOR, PREFIN ISH ED WHITE INTERIOR) ( �"v [LII!! vi 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE - -- (5J BUILT-IN REFRIGERATORJSTAINLS SS STECLMODEL KSC525FKSS Oil Z c DRAWINGS UNLESS OTHERWISE NOTED. Al TRANSOM 4'-9" 11-51/21, 8 TRANSOM 2. COLONIAL MULLIONS (ATTIC &ABOVE FRONT ENTRANCE) 9'-6'�X 12'-0" . { -" (WHITE EXTERIOR, PREFINISHED WHITE INTERIOR) 3/4" EQ. EO. I Q 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND ��g�� O P4560 4'-5 3/8" 6'-O 3/8" 1 M + t II U PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, *TRANSOMS &WINDOWS WITHOUT TRANSOMS ARE TO BE (� GP' ` COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ei TRANSOM 4'-5 3/B" 1'-5 1/2" 1 TRANSOM THE ONLY WINDOWS WITH MULLIONS (Gd � �p LL CODES �^ GEI 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO "D" V CW235 4'-9" 3'-5 3/8" t x1 r o .. EQ. i 3'-7" 4'-2" OVE BO E OVE11 E THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED C" OD C135 2'-O 5/8" 3'-6 3/8" 5 GAS ((/a _ _ _ -_ _ _ INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. - --- --_ oO AS VE e ri AB A OV OS Al A L 1 B Lt Al �p O P4050 4'-01/2" 5'-O 3/8" 1 ___— _.— Z HB d C 1n' 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS �o- w7 t� W PROV. GAS LINE TO' 1ST. FL F.P/KITCHEN STOVE qy _ _ _ _ - RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE O " 2'-O 5/8" 1 2 NO FL. GAS STOVE./OUTSIDE BBC. ' / _ _ _ _- - - - - E' G A31 3'-O 1/2 '- " 11 - 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE FIXED G - - - - DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 'F" OH AN141 4'-0 1/2" T-9" 2 TRANSOM i - 6 R .',� AS VE L I . . d --_ - - _ STARTING ADDITIONAL WORK. "G" JO CW245* 4'-9" 4'-5 3/8" 1 EGRESS W �, - -- - _ -- -- 1 4 6 X 21 O - - 21 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING t .d _ 1 (/ 1 _ -- - �� - - .. � � s' o c.H ky VIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. /,U- -0 p� �p Al ' U FO \ ' _ _ __ A GREAT RM . ^j - �� -i a 3I � a PARALLEL TO THE FRAMING. PRO "H" © C16 2'-0 5/B" 6'-O 3/8" 2 X W'�. "s/Js \ - I1J, __ X - - - _ _O _ JR 12 _ REFER TO CONSTRUCT DRAWINGS FOR SIZES. 9'-O"C.H 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER a ARz1 2'-0 5/e" 1'-5 1/2" 2 TRANSOM ('J i--1 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK "J" OM P4060 4'-O 1,2" 6'-0 3/8" t SUCH AS BUT NOT LIMITED TO. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 3/B" 1 EGRESSr• ��` ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE - - - _ ❑ _ PROCEEDING. "L" © CW125 2'-4 7/8" 2'-4 7/8" 1 13 _ 6 3' - - — �) 12. ALL OPEN JOINTS AROUND DOORS AND WINDOWS TO BE CAULKED. X ' AS E "M" © CW24* 4'-9" 4'-01/2" 1 EGRESS _ GF' E. I . K. t EQ, ' A � I, "N^ 0 CW125-2 4'-9" 2-43/8" 1 13'-0" X 13'_0" CONSTRUCTION LEGEND : "P" ® C245 4'-01/2" 4'-53/8" 2 TEMPERED KITCHEN " .d , I 12' 111111 c1 X , z1A • 13 "D" TO C25 4'-01/2" 51-03/8" 8 - - LAN NEW EXTERIOR PARTITION- 2" X 6"WOOD STUD WALL W/ 1/2" CDX PLYWD. _ - - - g N IDI• 10'-1 " X 15'-011 N ? J 1 - P M / � I PLANK EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), QUALITY EDGE SIDING WD BY"TRU-SHAKE" - COLOR WICKER APP. EQ. PROV.V2" GYP. BD.(SCREWED /TAPED) O C16 2'-O 5/8" 5'-O 3/8" 2 \ - ems. CUP. PINE 5" COLONIAL BASE TRIM, &R-21 FOIL FACE INSUL. (HIGH DENSITY). ..R.. 0 p4550 4'-5 3/B" 5'-0 3/8" 1 y,0e �' 1 - z t.a E 3 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS Tao - dj _ / } PwD ALL WINDOWS TO HAVE STOOL. (O ' ao4 1 ds `,' \1 / "S" © CW135* 2'-43/B" 3'-63/8" 2 EGRESS '. O'' � ,NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD v` a / ✓ MEDIA AREA (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE "J" XO C26 4'-0 1/2" 6'-03/8" 6 RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. 0 I` / / T PROV. CEMENT WALL BD. FOR ALL TILE AREAS xt A941 4'-01/2" 1'-51/2" 7 TRANSOM }, '�-� `-� 11 c INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND O TRANSOM 2'-6 ii2" 1'-5 1/2" 1 TRANSOM -/yt ' TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT zt TRANSOM 2'-101/2" 1'-51/2" 1 TRANSOM 2 --� / / yJ, i FO W Y U.O.N. ALL TRI M SEMI-GLOSS. C C ® TRANSOM-2W 7'-9" 1'-51/2" 1 TRANSOM 1 PROV UNDERCOUNTER, ® HARDWOOD FLOORING-SELECT #1 RED OAK 21/4"W., 15LB. FELT-UNDERLAYMENT 1 // _ / �5 O�G H' l' Po CABInIETP IGHr/ (3 FINISH COATS OF OIL BASE POLYURETHANE FINISH.) TOTAL 69 - /' R p>' i I,l } ..Q. /! SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. AW251 2'-4 7/e" 2'-4 7/8" 3 ATTIC �R.� NOTES SUB FOR TILE AREAS TO BE SCREWED AND GLUED. N 2 / �O` t s " `' / / j / \` SEE DIMENSIONS FOR "p 3' ELEVATOR J i' 0) RANSOM 9'-O" 1'-51/2" 2 TRANSOM / �'-' >G( `39 sscEClpicnTlGN - WIZ / Y � Y` '� ,� 6 / 24 (ATTACHED) .d Ih`� �4 " W. GAS FP INSERT CERAMIC TILE - "AMERICAN GLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED *THESE WINDOWS MEET NATIONAL AND LOCAL EGRESS CODES FOR FIRE EVACUATION / p, > '� / `., 6'-3" SI E VENT ® OVER 1/2" CEMENT BOARD U.O.N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN rF 4 ! '+ '\ 1 9'-O" CH.% I' P ANTTO MATCH SIDING. ELECTRICAL LEGEND : F"� , °,` �' �}-s" - G 1 PLUMBING_ LEGEND : - P � � � IV T � �Pj' � _iSY"� A - -- NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RUcoo LES AND PROVIDE UNDER ; �\ 3 / , L rrr - /r ID.FL OPEN TO "/ De 'Y"✓ FIREPLACE XTRORDINAIR � � PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.S.F.U. IS TO OUNTER F SWIT H P v ��� ^V / , o"IL al D+ vv cH ABOVE _ 0 9'_2,1 T-9" P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C.AND N.Y.S. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. "� °43 G MODEL # 36 DV-XL BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV. ALL NOTE, THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE < c / ' h NECESSARY DRAIN VALVES. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND NVIATL. TO BE SUPPLIED BY THE �A9 j � nTrA.H�o aAlu (ABOVE) \ ELECTRICAL CONTRACTOR a� / 2 \ FROV OAK TREACE, SHB PROVIDE FROST FREE HOSE BIBS. NOTE: ALL SWITCHES AND RECEPTACLES TO BE'LIJTRON', 'DECORA" IN COLOR / cLR. .FO RISERS k PROV. TU ALPIAM FIBERGLASS BATHROOM 1 /1 x / ? / PROV.FORMED OA STRUCTURAL PERMACAST COLUMN T Y •5 SHOWER HEAD O.N.O DOWNLIGHT TRIMS TO BE WHITE. - -- -- - y g�_OH rI RAILS&SPINDLES �L 5'-0° X 101-1 '1 / JaTO � 11 ' / Wi TUSCAN CAPITAL &TUSCAN BASE ! 1 DUPLEX ELECTRICAL RECEPTACLE 1 � 5 ! a✓ /„ THER A-TRU VL (DFO DUPLEX FLOOR OUTLET. LAUNDRY ) O z „ ' ar �O / h^ FRo)'I CC CRR c 7 r INSULATION NOTES : PANK 9'-9" QH. IL._ - �GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 122 SOFT. 6 �I sc� wD c /(O \.® � FOYER r -- -- --- -- - --- - OF[ DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT % 'r� ✓ •� \ / THE MA:TRu - NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION I d� cc-liar-1cT N n1 I II Q BY'CERTAINTEED' OR APPROVED EQUAL. $sc DUPLEX SEPARATE CIRCUIT RECEPTACLE //A \I \ f de Ems. 4-11 X 12-6' - NEW ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. ( sc i / THERMA-L I v ' - CRAWL SPACE: R-21 KRAFT-FA INSULATION WITH PROPER WIRE TIES $ WALL SWITCH oEa I, O � i' cczlaasL-i ID GH INSTALLED AS PER N.Y.S. BUILDING CODE. `� NT - BASEMENT PERIMITER. $G9 DOOR-ACTIVATED LIGHT SWITCH NEW BASEMENT: R-10 RIGID FOAM 2'O" BELOW GRADE AROUND ENTIRE dE �Ir FIRST FLOOR $3 $a 3-WAY WALL SWITCH / I u�H4iAc( r I " �` TNG ;' / - BASEMENT CEILING; R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 4-WAY WALL SWITCH .I ( I/ INSTALLED AS PER N.Y S. BUILDING CODE. MINIMUM 2'-O" UNDER FIN. GRADE. 0"E CEILING MOUNTED JUNCTION BOX I CRAWL SPACE WALL: S. B MINIMUM DE. UNDER FIN GRADE. /de \ `�'O„ ' I��DROOM 7 TOTAL AREA = 1 ,700 SOFT. �ae WALL MOUNTED JUNCTION BOX �� 11 '-6" X 12'-.3° RECESSED DOWNLIGHT (100w) "LIGHTOILER"" OR APPROVED EQUAL GARAGE = 528 SQ. FT. l /� ((�T��jj \ DOOR SCHEDULE �E EXTERIOR MOUNTED DOWNLIGHT (10OW) / I HBA ` \ J _ 9'-0"C.H. Or 1 ST. FLOOR INTERIOR F,] FLUORESENT 2'X 4' LIGHT FIXTURE DOOR ID WIDTH HEIGHT DOOR PANELS DOOR OPERATION PANEL DOOR DOOR e WALL MOUNTED DUAL SPOT LIGHT \ .,� , O OVE MATERIAL GLASS LEGEND LOCATION HARDWARE G YPsoARDHR,FIRE w, D NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST "" ,7 / D PRov.t vE THIS WALL O PAIR 4'-0" 6'-8" MDF 2-FLAT DBL. SWING FOYER �EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BRIOAN" HEAVY DUTY UNIT / `\ I /GARAGE /6 PLUMBING DETAILS_ 3'-O' 6 MOF 2-FLAT BI-FOLD BED. 1 CLOSET OR APP. EQUAL. / ��- - / t` H 2)PAIR 4'-D" U-8' 2'-10" 6'-81. MDF 2-FLAT LEFT BEDROOM 1 �F EXT. MOUNTED LIGHT WITH FAN r- - - N G G I \ \- SMOKE DETECTOR/CARBON MONOXIDE DELI-ECTOR: TO BE HARD WIRED ) / T \ (- - ✓ �e PROV. 3" HICK FI RST FLOOR BATHROOM W O '-8" MDF 2-FLAT RIGHT LAUNDRY RM. *SD TO CENTRAL CONTROL BOX. ✓ f \ / �-°Bic �. y� \ G -`I EILUE�f II 0 2'-10" B'-8" MDF 2-FLAT LEFT BATHROOM 1 QT NEW TELEPHONE RECEPTACLE l / ��,/•�I \ i� 1 �- / CHROME PLUMBING ANO WHITE FIXTURES ' � I I l �'' I , `/ � � l PEDESTAL SINK-SOHO CORP. MODEL #8ET6927" WIDE �¢ Dc 2'-10" 6'-e" MDF 2-FLAT RIGHT BASEMENT QC CABLE N J/ _ _ VACUUM OUTLET (PROVIDE NECESSARY ELEC POWER) r ` J l / (� / ' �, I FAUCET ROHL#A1408LM y0 O7 3'-O" 6'-8" STEEL 2-FLAT LEFT GARAGE QV (, l T I p TOILET- KOHLER PORTRAIT- ELONGATED MODEL #K-3591 ���1---ST. FLOOR EXTERIOR do MULTI FUNCTION COMBINATION CABLE II / / L'� / H / Lu 0 v `✓ 2'-1 O" 6'-10" ANDERSEN W/SCREEN LEFT "T" LAUNDRY RM. PROV, 2 NEW HEATING ZONES + 1 SUPERSTORE ZONE , / J b (O N N PROVIDE A REMOTE ATTIC FAN WITH POWERED LOIUVERS AND HALL CEILING FAN / I / f ,_�' PRov.eessLER sraR HANSGRiOHE 1901 THERMOBALANCE I SHOWER TH ERMOMIXER W/VOLUME UP TO ATTIC 2'-5oa` CO NTRO)L BUILT IN TRIM #06611000 PLUS ROUGH-IN VALVE #06621000 W R 9'-O" 7'-6" STEEL ELECTRIC GARAGE PROVIDE A CIRCULATOR PUMP ON THE MANIFORLCD AT BOILER LOCATION. (v / r- - co tD 9'-O" T-6" STEEL ELECTRIC GARAGE / / / /�� �/ WALL OWTLET FOR HANDSHOWER ON SLIDE BAR - ROHL, #V00022 11 3'-0" 6'-10" THERMATRU/SIDE LIGHTS/TRANSOIM "U" ENTRANCE BALDWIN KE AN #5aoa45o / / ¢(7� / - v SLIDE BA1R - ROHL#0805 OR HANSGROHE MODEL#06890000 SATIN NICKEL FINISH _ 2f Z22r �� 12 TRIP T-9" 6'-10" ANDERSEN W,�SCREEN LEFT "V" GREAT RM, /�� /�a / ( ((/ I ��, HANDSHNOWER-TO BE SUPPLIED BY OTHERS O'" OJ_2 _ O - 6i 10" ANDERSEN OUTSWING W/SWING LEFT III DINING RM. E LEVATLO R I / P L LL 4'// GARAGE DOORS J/ \ \ I 1 21 -O X 23 -O GARAGE 9� m m� SHOWER BASE 60" X 34" KOHLER MEMOIRS 11tK-9568; DRAIN #K 9132 .- Q 13 2' 6" J 14 2'-10" 6-10" THERMA-TRU W/SCREEN 1/2 GLASS LEFT "X" DINING RM. STYLE T.B.D - - - ----- - % ') \ '/ OPENER ,L� i ° EXPO/DEPOT- KEYSTONE SHOWER SLIDERS 3/81p GLASS MODEL#238S-059 ]� ¢ R // \ I u w CENTER / I co O F O F O 15A 2'-fi" 6'-1 U" THERMA-TRU W/SCREEN 1!2 GLASS LEFT "Y" GARAGE STYLET.B.D OF RAIL % GARAGE DOOR i O 20"WIDE: FREESTANDING CABINET-TO BE SUPPLIED BY OTHERS zH OH OH 2ND. FLOOR INTERIOR DEFTH-I / ( / j OPENER r I. DEL MOMICO #4275 OR 15 3/4" W #4216/1 0 Z F Z F 2 -� SHLAGE-PLY OUTFI ARTISAN / I O W C W D W H� j� �� I bIPA1R 4'-O" 6'-8" MDF 2-FLAT BI-FOLD BED. 2CL08ET SATIN NICKEL FINISH 519 a ,AV. 1 Vz^H .FIRE RATED / / KITCIHEN ,il I /�y GYP BOARD IIJ CEILII G OF GARAGE ONLY. II N Q N� 16 2'-4" 6'-8" MDF 2-FLAT RIGHT ATTIC / / / / ' !` 7 W E mg N Q P -a a / NW WW WW CHROME PLUMBING ANDSTAINLESS FIXTURES NO CLO SO 17 2'-6" 6'-e" MDF 2-RAT LEFT BEDROOM 2 4 9 WIDTH x / //\ \ / D 18 2'-6" 6'-8" MDF 2-FLAT LEFT BATHROOM 2 N / I // / \ DOUBLE!SINK- UNDERMOUNT - STAINLESS STEEL- FRANKE- PRESTIGE w 0 0 0 t9 2'-10" 6'-8" MOF 2-FLAT LEFT M. BEDROOM E �" i L L/ /\ % % CLASSIC: LEFT HAND PCX-120-LH - NEE039"W SINK CABINET m � J N m m / / / C) Vl Ln 20 2'-6" 6'-8" MOF 2-FLAT RIGHT EXERCISE AREA /,/ I % FAUCET GROHE- LADYLUX PLUS PULL-OUT SPRAY, 33 737 000 CENTER I / m•.• r,,, SCALE: 21 2'-10" 6'-e" MDF 2-FLAT RIGHT M. BATH 1 OF DOOR Y' - - , a 'I H R.O. WATfER TAP - TO BE SUPPLIED BY OTHERS 11*'++ " VVG NAME "JY�OD /i, 1/4„=110„ 22 2'-8" 6'-8" MDF 2-FLAT RIGHT SITTING AREA TYPE 5 CAR 'LEFT HAND _ ABOVE ENTER/EXIT ADJACENT SIDE 10 \ / / LAUnJDRY ROOM o� go' t i/2HR. 9' �g / 23 3'-O" 6'-B" 2-FLAT LEFT ELEVATOR CA CEMITER CENTER ` FI R 61 LEFT Ej 2 3'-O' 6'-8" F VZHRRTeD TED 2-FIAT LEFT ELEVATOR 36 TH OF RAIL OF DOOR _ ( / SINK- K�KOHLER FA RFAX PULLOUT PRAY#2K-128"KOHLER #K5647-2 `03�3i0`R�� RST FLOG INTERIOR DOORS TO BE FMASON TE SAFE T'N SOUND CORE DOORS W/A SMOOTHFINSH OR APP. EQ. TO BE PROVIDED &I INSTALLED OTHERS, 24 9- 33 1/2'• _ _\ \ i• PLAN DEP `\ \ c� Z ABOVE X 48" 52 1/8 D BY OIfHERS. CONTRACTOR 8 ` % FAUCET , DWG. NO.: TO PROVIDE FINISHED, REINFORCED ISHAFTWAY { MANUAL GENERATOR N *EXTERIOR SIDE DOORS (AS SPECIFIED) OR APPROVED EQ. PROV. SCREENS AS PER ELEVATOR COMPANY SPECIFIICATIONS. (ATTACHED) "' CO O R.O. WAITER TAP -TO BE SUPPLIED BY OTHERS THELE E SOL PROPS TYCIFTENT§"OF'SEq�cE, ARE THE SOLE PROPERTY OF THE ARCHITECT //LL DOOR HARDWARE-SCHLAGE-PLYMOUTH-ARTISAN SATIN NICKEL FINISH #619 PRIOR TO INSTALLATION PROV. ELECITRIC, V-208-256 V. 7' (OR APROVED EQ.) *3/4" HEAVY GAUGE COPPER WATER SUPPLIES SH REVISIONS,CHANGES,AND/OR MODIFICATIONS . SINGLE PHASE LOCKABLE 20 AMP UNJE, 2-POLE FUSE. SHALL BEALLOWED ANY RE WITHOUT R1 AUTHORIZATION FRONT DOOR - BALDWIN LOGAN HANDLESET#2315.150 SATIN NICKEL FINISH. ALL CONNECTIONS LOCATED AT TOP' OF SHAFT. PROV. *REVERSE OSMOSIS WATER SYSTEM WITH TAPS FOR LAUNDRY SINK BYTHEARCHISTRI ANY REPRODUCTION IN PART EXTERIOR DRS-BALDWIN-CLASSIC KNOB KEYED ENTRY 5304.54.150 SATIN NICKEL FIN. W/DEAD80LL 115 V. 15 AMP SERVICE FOR CAR LIGHT& PHONE LINE. KITCHEN SINK, &LINE TO ICEMAKER. oR WHOLE Is srRlcrLv PROHIGITED 5Y LAw -GENERAL NOTES : WINDOW LEGEND : SPRINKLER SYSTEM SECURITY ALARM SYSTEM 1. ALL WORK E NOTE ALL INTERIOR CASING TO BE STaNC 1130 3 12"COLONIAL CASINO CLEAR PIIJE KITCHEN D ETA I LS UNLI SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NOTE,ALL WINDOWS NOTED. -- - - -- --- --- - - - " -- - - __ '- - --- --_ - - - - - - - 5 IJ01E.FOLDING HITS MET TO A A W1,SE, N LOP. E B NINOO`.NS WIM 5HUTTF_R5. -.NO AND ORDINANCES. ROV.lATEF METRO FENS FOR ALL WIN To 6E NHITE 'TO BE PROVIDED BY OTHERS ,TO BE PROVIDED BY OTHERS 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE PROS.vrITE FRAME SCREENS FOR aLnvwOowR, ----- cc „1 I 4 BURNER GAS MODEL MODEL RP830-46SS �I " z OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WINDOW SPECS L 0 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS WINDOW NOTES (2 DISHWASHER MODEL GB94SCI S. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND PANEL ANDERSON ROUGH ROUGH r �3 AMANA WALL OVEN AOCS3U405S a CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REFERENCE REFERENCE E WIDTH OHEIGHT QT 1. SHORT FRACTIONAL MULLIONS (PERMANENT N _ (4� GE MICROWAVE MODEL JE21605F FROM THE DIMENSIONS SHOWN. '•A• AO CW26* 4'-9" 6'-O 3/8" 6 EGRESS WHITE EXTERIOR. PREFINISHED WHITE INTERIOR) DINING RM. '` g m 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE (51 BUILT-IN REFRIGERATOR STAINLESS STEELMODEL KSCS25FK.SS _ TRANSOM 4-9" 1'-6 1/2" & 2' 8 TRANSOM 2 COLONIAL MULLIONS (ATTIC ABOVE FRONT ENTRANCE) —EC] EQ 9'-6" X 1 -O" 0 DRAWINGS UNLESS OTHERWISE NOTED ® OV (WHITE EXTERIOR, PREFINISHED WHITE INTERIOR) 3/a" _ ysn 5.PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND "B" B P4580 4'-5 3/e" 6'-O 3/8" 7c O O `TRANSOMS &WINDOWS WITHOUT TRANSOMS ARE TO BE O' \ M t PFI ` COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL APPLICABLE TRANSOM 4'-5 3/8" T-5 1/2" 1 TRANSOM THE ONLY WINDOWS WITH MULLIONS !(, �O CODES. /� 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO 'D" V CW235 4'-9'• 3'-5 3/8" t 1 EQ 1 PFI J 3'-7" 4'-2" 3'-3" 3'-3" 4'-2" 3'-7" •- o AB VE 80VE ABOVE ABOVE A OV THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED °D C136 2'-0 5r B" 3'-5 3/8" 6 GAS �4. / __ _ _ _ �S (fig A L t :B t) a INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT, _ _ _ _ 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS "D" E P4050 4-O 1/2" 6'-O 3/e" 1 �(} _ - _ _ _ - -_ _ _ _ - - d r 1 r� RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE I-- ° G 2 NOV. GAS LINE TO. 1 ST FL F.P./KITCHEN STOVE �!/ - - - \ _ _- - - _ AB E v 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE 'E" GO A31 3-O 112" 2'-O 5/8" 1 2ND FL GAS STOVE./OUT5IDE BBQ. Al 1 ,1I.11• I - 4 - 21, DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO "F" °H AN41 4'-O 1%2" 1'-9" 2 FIXED R " ( - -- _ "" _ - _- _,_may _ - " e -STARTING ADDITIONAL WORK. TRANSOM 0 © 14 6 X 21 FO` •, 1 EGRESS W __.W - - __ - A " GREAT RM 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING G' O CW24b` 4'-9" 4'-5 3/8" ` 1 - PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. •'H" © C16 21-05/811 61-03/8, 2 1 X Lu - �F,JB - �• O X - 12 7 n 9' O° C H REFER TO CONSTRUCT DRAWINGS FOR SIZES 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR-#2 CONS GRADE OR BETTER a AR21 2'-O 5/8' 7'-5 1/2" 2 TRANSOM j 9'-O" C.H. -�\ -1 II I N I II Q ® _ ^" W L - - - - - _ i FO 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 'J" °M P4060 4'-0 1/2" 6'-0 3/8" 1 + _ _ _ - - - ❑ - SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK 13 ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE I K" °N CW25' 4'-9" 6._03/8, 1 EGRESS �. PROCEEDING. "L" © CW125 2'-47;8" Z-47/8" 1 X Q\ �Q• ,13 3'-1N'° - - 6'-3" 3' " - I / AB `E L12. ALL OPEN JOINTS AROUND DOORS AND WINDOWS TO BE CAULKED 1 / q GFI Al "M" OO CW24' 4'-9" 4'-01/2" 1 EGRESS E.I .K. EQ. 1 'N" R CW125-2 4'-9• 2-4 5 3/e 1 13 -O X 13'-0" � ' _ CONSTRUCTION LEGEND : ° 4- 3/8 " X / 4 12.1,1 a \ A 1T - - _ - -- - -_-- "P" S° C245 4'-0112" 2 TEHAPERED KITCHEN /� _ -- NEW EXTERIOR PARTITION- 2" X 8" WOOD STUD WALL W. 1!2' COX PLYWD. "D" T° C25 4'-01,2' 5'-O 3/8" 8 - u ' I li fV ! 2 t < -� �, - r z 1 , EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), QUALITY EDGE SIDING 1 O'-1 X 15 -O N PLANK L _ . 'Q" U C 15 2'-0 5;B" 5'-O 3/8" 2 � i CLR, PINE HAKE" - COLOR WICKER APP. EO PROV.V2" GYP BD.(SCREWED/TAPED) O - � z 1'a v0 ' COLONIAL BASE TRIM, & IM FOIL FACE WINDOWS HIGH DEIJSITY). -- .R.. V P4550 4'-5 3+B" b-0 3/8" 1 - '1 ALL' WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & bC10Rs O \9 31/' -__ NINDOWS TO HAVE STOOL �^S" © CW135' 2'-43/8" 3'-63;8" 2 EGRESS � / �rV.- � '.� I MEDIA AREA, NEW' INTERIOR PARTITION- 2"X 4" WOOD STUD WALT_WITH 1/2" GYP. BE) - / 1 Y (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE 11 "J" C2B 4'-O t/2" 61-03/811 6 " \ y '-6'I X 10'-6° RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS, PROV CEMENT WALL BD. FOR ALL TILE AREAS c1 AR4t 4'-O l/2" t -5 12" 7 TRANSOM INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O N ONE COAT PRIMER AND Q TRANSOM 2-81!2" T-5 1/2" t TRANSOM }' 7 " ' Y T TWO COATS FINISH (COLORS T B BY OWNER) SATIN FIM. THROUGHOUT \\ ��I �rI�.�(.pg �I7� Y U.O.N ALL TRIM SEMI-GLOSS z7 TRANSOM 2'-10 t 2' t'-5 1/2" l TRANSOM ` n\ " - CO ,� \\ I ' ` 0 ® 7'-9" V-51/2" 1 TRANSOM " 0 I i pROYRUND RCOUNTER b' S,` �� U 0 HARDWOOD FLOORING-SELECT #1 RED OAK 2 114"W., 1510. FELT .UNDER RANSOM-2`N =171CABINET LIGHT/ / Y (3 FINISH COATS OF OIL BASE POLYURETHANE FINISH.) TOTAL 89 / ( - _- SUB-FLOOR-USE 3.'4"THICK PLYWUOU GLUED AND NAILED ® Abv2s1 2-4 7/B" 2'-4 7/8" 3 ATTIC REF O TE b a i V -I 2 1.CC! / I BEE NOTES FOR T ELEYATO SUB FOR TILE AREAS TO BE SCREWED AND GLUED. (HESE WINDOWS MEET NATIONAL - LU 0 In ' - z" RANsorn s'-o' s 1/2" z TRANSOM 4 " W. GAS FP INSERT W Z CERAMIC TILE - 'AMERICAN GLEAN"TILE OR APP. EO. TILE TO BE INSTALLED y (ATTACHED) ON D LOCAL EGRESS CODES FOR FIRE EVACUATION / ej y (arracHEOJ �] OVER 1!2" CEMENT BOARD U.O N WALL AND FLOOR GROUT TO HAVE </ } 6_3 P E VENT Q WATERPROOF ADDITIVE MIXED IN F1 \ fdb r GTP /t y 3,• 9'-0" C H �/ P INT TO MATCH SIDING. L-- - ELECTRICAL LEGEND PLUMBING LEGEND : -- � - 0/ Y/ FIREPLACE XTRORDINAIR W -- - - NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND PROVIDE UNDER & ABOVE \ T PL OPEN TO Da PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED REGULATIONS OF THE N Y' BE.0 AND A CERTIFICATE FROM THE N,Y.BE U IS TO \; \ ,.. 1.' �gl 1 ABOVE -.R 3-2 7-9 MODEL # 36 DV-XL •P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N Y C. AND N Y S. BE PRESENTED TO THE OWNER AT TIRE COMPLETION OF TI-IE JOB. HB \ 3�lV _ - 16 BUILDING CODER THAT APPLY TO WORK BEING COMPLETED. PROV. ALL NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE ,L / NECESSARYDRAIN VALVES NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE I E- O ^� .�'� AlT rcN TwalOu (ABCTR) A ELECTRICAL CONTRACTOR '�� \ PROV OAKSISE/+oe, BATHROOMS 1 /2 CLR.PIN .-IERG r W!TUSCAN FIBERGLASS Y SHB PROVIDE FROST FREE HOSE BIBS NOTE ALL SWITCHES AND RECEPTACLES TO BE 'LUTROIN', •UECORA" IN COLOR �,- \ H, \) PROS FORMEDO J� TRUCTURAL PERMACAST COLUMN •S SHOWER HEAD O.N.O . DOWNUGHT TRIMS TO BE WHITE RAILS s SPINGLEs W.%TUSCAN CAPITAL&TUSCAN BASE U 51-0'1 X 101_1 ,1 ) 'Jr 9� -� /� �� LTO ` DUPLEX ELECTRICAL RECEPTACLE 1 \\ O �� Ai�- �/ ` L' \ 1HERMA-TRU (Pro DUPLEX FLOOR OUTLET. LAUNDRY ' ' cL<sslc IAL �^INSULATION NOTES : _ h PROVINCIAL DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT PLANK e'-U" C.H .,� - ropFl 122so.FT. \ ro � . ® �� FOYER _ Gw DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT THE TRu - NEVJ EXTERIOR WALLS: 2"X6- WOOD STUD R-21 FOIL FA. HIGH DENSITY INSULATION :�'` \ \Iy�SE c`'° 1G M ° J 4'-1 1 " X 1 2'-6" cc BY'CERTAINTEED' OR APPROVED EQUAL. -"- "',� J 01 W � n G - NEW ROOF. R-38 KRAFT-FA INSULATION BY 'CERTAINMED' OR APPROVED EQ. msc DUPLEX SEPARATE CIRCUIT RECEPTACLE BqCp / '� \ , -\\ '\THERMP4 RU ,, )O 1 - CRAWL SPACE. R-21 KRAFT-FA INSULATION WITH PROPER WIRE TIES $ WALL SWITCH �ryr a �) cczl4osL-1 l0 GH _ INSTALLED AS PER N.Y.S. BUILDING CODE v�6�'' I/ {111 )U 0 - BASEMENT PERLMITER. $Gs DOOR-ACTIVATED LIGHT SWITCH m 1 / F1B FIRST FLOOR NEW BASEMENT- R-10 RIGID FOAM 2b" BELOW GRADE AROUND ENTIRE $3 $; 3-WAt WALL SWITCH 4-WAY WALL SWITCH / ! LiG6PirnivG T'a - BASEMENT CEILING. R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N.Y S BUILDING CODE MINIMUM 2'-0" UNDER FIN. GRADE CEILING MOUNTED JUNCTION BOX �:� / \ BEDROOM 1 ) E I TOTAL AREA = 1 ,700 SQ.FT. - CRAWL SPACE WALL: R-19, MINIMUM 2'-0" UNDER FIN. GRADE. � WALL MOUNTED JUNCTION BOX J9 � \ n� \ - -- -- — B — B a,F �� / y y ,_6„ X 121_311 1 4 1I GARAGE = 528 SO. FT. m� RECESSED DOWNUGHT (100w) "LIGHTOILER" OR APPROVED EQUAL ` DOORSCHEDULE mE EXTERIOR MOUNTED DOWNUGH (10OW) L J / Ya Cf F� FLUORESENT 2' X 4' LIGHT FIXTURE (^4'_4„ - d®H \~ T .� �/- / 1 ST. FLOOR INTERIOR _ - - z DOOR IU \VIDTH HEIGHT PANELS O OPERATION, PANEL l]OOR D OR WALL MOUNTED DUAL SPOT LIGHT O DIVE L,i EGEIJD LOCATION_ HARDWA E JR _ 7 D \\ t I PAIR 4'-O" 6'-B" MDF 2-FIAT DBL. SWING' FOYER mmNEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST PLUMBING DETAILS : ___ - OLF FANLIGHT WITH DUAL SWITCH AT WALL, "GROAN"' HEAVY DUTY UNIT G // { �\ /6 _ - _ - - PAIR 4'-0" 6'-8" MDF 2-FLAT SI-FOLD BED i CLOSET OR APP. EQUAL. - H F EXT. MOUNTED LIGHT WITH FAN I r - 3 .✓ p 1 © W a' Z-10" 6'-B" MOF 2-FLAT LEFT } eeoflooM 1 I 7 — ? L= ' Je P o .`s" HICK FIRST FLOOR BATHROOM 4 3'-O" 8'-8' MDF 2-FLAT RIGHT ------ LAUNDRY RM. SMOKE DETECTOR/CARBON MO OXIDE OR. TO eE HARD WIRED / �- -_ O *SO T CENTRAL CONTROL BOX / / p _ CHROME PLUMBING AND WHITE FIXTURES �J 2'-10" f�-e" MDF 2-FIAT LEFT -I BATHROOM QT NEW TELEPHONE RECEPTACLE JB, A -- Q� f,^Fil 2'-1 O" 6'-8" MDF 2-FLAT RIGHT t- BASEMENT do CABLE_N / / \ i PEDESTAL SINK - SOHO CORP. MODEL#RET69 27" WIDE uu�1 -� S VACUUM OUTLET (PROVIDE NECESSARY ELEO POWER) 1 `T Jl lr ` Z_ - FAUCET - ROHL *A140B M W� (7� _ 3'-O" 6'-8" STEEL 2-FLAT LEFT GARAGE Q 7 I] 1ST FLOOR EXTERIOR QT MULTI FUNCTION COMBINATION CABLE l I CFC ` ' / Qj TOILET- KOHLER PORTRAIT- ELONGATED MODEL #K-3591 Lu pp _--_.-,-- D O —T— _ C J2'-10" 6'-10" ANDERSEN W.'SCREEN LEFT "T" LAUNDRY RM. PROV, 2 NEW HEATING ZONEB + 1 SUPERSTORE ZONE // PROV,RESSLER 8TAIR J HANSGROHE11901 THERMOSALANCE I SHOWER THERMOMIXER W/VOLUME _ co _ - ----I PROVIDE A REMOTE ATTIC FAN WITH POWERED LOUVERS AND HALL CEILING FAN P uw TOA C a^o: $'-m - CONTROL BUILT IN TRIM #06611000 PLUS ROUGH-IN VALVE #08821000 C N 9'-O" 7'-6" STEEL ELECTRIC GARAGE PROVIDE A CIRCULATOR PUMP ON THE MANIFORLD AT ®OILER LOCATION. q. !� LQI . _ ST�--- - #4, / \\ WALL OUTLET FOR HANDSHOWER ON SLIDE BAR - ROHL #VO0022 11J 3'-0, 6'-'10" THERMATRU/SIDE LIGHTSIfRAN50M "U" ENTRANCE BALDWIN LD N x5404 150 / /���p///(g _ / SLIDE BAR - ROHL #D605 OR HANSGROHE MODEL #06890000 Z SATIN NICKEL FINISH / JQ _ ._ - 12 TRIP T-9" U-10" ANDERSIEN W;SCREEN _- LEFT I "V" GREAT RM Il GARAGE FIANDSHOWER -TO BE SUPPLIED BY OTHERS ❑Z_ _ ELEVATOR SHOWER BASE X34" - KOHLER MEMOIRS #K-9588; DRAIN *K-9132 mR X1\3 2'-6" 6'-70" ANDERSEN OUTSWING W WING LEFT "W" DIMING RI`n, L`<� / GARAGE DO( FR_ J/ \ I 21 '-0" X 23'-011 I10 2'-t 0" 8'-70" THERMA-TRU W/SCREEN 12 G(ASS LEFT "X° DINING RM STYLE T-B D _ I OPENER 1 IXPO/DEPOIf- KEYSTONE SHOWER SLIDERS 3/8" GLASS MODEL#2385-059 W O F� (IJP. 2'-6" 6'-1 O" THERMA_TRU WBCREEN 1/2 GLASS LEFT "1"' GARAGE STYLE T S.D CENTER F ~ OF FAIL I GARAGE DOOR 20"WIDE FREESTANDING CABINET-TO BE SUPPLIED BY OTHERS F�'i FO Z F2PJD. FLOOR INTERIOR DEPTH + / / OPENER DEL MONDO #4275 OR 15 3/4" W #4216/1 Q W'O"W ----- SHLAGE-PL OUTH ARTISAN ( III ] (IS PAIR 4'-0" 6'-8' MDF 2-FLAT W-FOLD BED 2 CLOSET SATIN NICKEL FINISH # 019 1 P v 1 12'H FIRE RSRNp KITCH EN _ _ 7 III O / /� HEETRO KIN CdLI G OF GA GE ONLY Q W -4" 6'-8" MDF 2-FLAT RIGHT ATTIC / CHROME PLUMBING AND STAINLESS FIXTURES N W j W W )17) 2'-8" 6'-8' MDF 2-FLAT LEFT BEDROOM2 --4 WIDTH X ND160 -� _- g' 1 O ?_'-6" 6'-e" MDF 2-FLAT LEFT BATHROOM 2 DOUBLE SINK - UNDERMOUNT - STAINLESS STEEL - FRANKE - PRESTIGE W / 7 O (,� 2'-70" 8'-B" MDF 2-FLAT LEFT M. BEDROOM oo 11 ` CLASSIC LEFT HAND PCX-120-LH - NEED 39" W SINK CABINET N m 2 2'-e" 6'-e" MDF 2-FLAT RIGHT EXERCISE AREA I'✓ J I FAUCET- GF10HE - LADYLUX PLUG PULL-OUT SPRAY, 33 737 000 m y CENTER f 1niu+gLnn.n+tryy SCALE �21 2'-10" 6'-8" MDF 2-FLAT RIGFII_ M. BATH OIF DDDR 7'- R.O WATER TAP - TO BE SUPPLIED BY OTHERS `V1JA�{`jl =I�°j�p 2'-B" 6'-8" MIDF 2-FLAT RIGHT SITTING AREA TYPE 5 CAR :LEFT HAND ABDVE _ _ EIJTER/EXIT ADJACENT SIDE 70 / ' LAUNDRY ROOM �(�7 �V, DWG. NAME: 123 3'-0" U-8" FIR214R. D2-FLAT LEFT ELEVATOR. 9' ue /\ f �q _ CENTER CENTER �"�� CHROME PLUMBING AND WHITE FIXTURES FIRST FLOOR 3'-O" 6'-B" 1 1!2HRYED 2-FLAT LEFT ELEVATOR CAR SIZE. bMIDTH DEPTH OF RAIL OF DOOfl .Z4 �- �..� _GI R P(-°SIV O _ - 1 12Rii _ ABOVE SINK- KOHLER - NAPA SELF RIMMING 18 3/4"X 20 7/8" KOHLER *K6847-2 v Es 4 INTERIOR DL'10RS TO BEFMIRS RATEASONITE SA ET'N SOUND CORE DOOR EFTEI EVATOR 36" X 48" 52 t/8" 56" 26 1/2" 33 1/2" ms's T'N 0¢IrL�Y O WG NO 5 W/A SMOOTH FINISH OR APP. EQ 'TO BE PROVIDED & INSTALLED BY OTHERS. CONTRACTOR ��9',- F.kUCET- KOHLER FAIRFAX PULL-OUT SPRAY#K-12177 TO PROVIDE FINISHED, REINFORCED SHAF?WAY SERVICE ..+1111 r D "EXTERIOR SIDE DOORS (AS SPECIFIED) OR APPROVED SO. PROV. SCREENS _-- AS PER ELEVATOR COMPANY SPECIFICATIONS (ATTACHED) W/ MA UAL GE ERATOR R.O. WATER TAP -TO BE SUPPLIED 8Y OTHERS TARE HERE ORONS.C AN WS,ANWO TS OF 9ICATIO PRIOR TO INSTALLATION PROV ELECTRIC.'V-208-256 V. SMALL BSOLEAOWED WITHOUT OF THE WRITTEN NTEOT. DOOR HARD\'VARE.SCHL4GE-PLYMOUTH-ARTISAN SATIN NICKEL FINISH #619 1' (OR APROVED EQ.) '3/4" HEAVY GAUGE COPPER WATER SUPPLIES NO REVISIONS,CHANGES,AND/OR MODIFICATIONS "( _ SINGLE PHASE LOCKABLE l_O AMP LINE, 2-POLE FUSE, SMALL BE ALLOWED wlTHour w9RTEN ALRHORIZAnON E FRONT DOOR -BALDWIN LOGAN HANDLESET#2316.150 SATIN NICKEL FINISH, ALL CONNECTIONS LOCATED AT TOP OF SHAFT, PROV `REVERSE OSMOSIS WATER SYSTEM WITH TAPS FOR LAUNDRY SINK an'T H UE IS SEDT ANN REPR HIED W(LW FAFIT KITCHEN SINK, &LINE TO ICEMAKER. OR 1vHOLE 15 STRICTL•r PeOHIBREO B'!LAW. EXTERKJR DRS-BALDWIN-CLASSIC .NOB KEYt—EtWiTY6304 54.�5C1 S TIPd ;JIOi'CEL FIN W/DEADBOLT. 115V. 15 AMP SERVICE FOR CAR LIGHT & PHONE LINE. GENERAL NOTES : WINDOW LEGEND : SPRINKLER SYSTEM rr� NOTE ALL INTERIOR CASINO TO BE STANDARD 3 I/2'COLONIAL CASING CLEAR PINE -TO BE PROVIDED'BY OTHERS r _, - - -- UNLESSOTHERWI9ENOTED M , BATH LD = W NOTE ALL WIMDOM1WE{S f0 BE ANDERSEN LOW E TWO WINOOIS`ATRH SHLRTERS,AND N 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES FOLD VG EIFFAME SCREENS .COLOR TO B �"'}11TE 10'-O" X 14'-1� � A. BEFORE COMM . SECURITY ALARM SYSTEM Q 1S-6"DR1 BERKSHIRERAPP_ GASSTOVE (� O NERANDARM ARCHITECT IT C PIES OF ALLREQUIREDI CONTRACTORS FURNISH THE WINDOW SPECS �EQ, EO �,� /R \ 0 M BEDROOM PROV. ROOF VENTING `�' OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ANDERSON ROUGH ROUGH --- -- - - - - - - pX 21 WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS, PANEL NUMBER WIDTH OPENING OTY. -TO BE PROVIDED BY OTHERS �4 <Q \tCIO REFERENCE RNUM E R OP DTH HEIGHT LL 3.THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND U V -�M�— 2"— 3'-7" q °a FROM TIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS O TRANSOM 4 9 6'-O 3/8" 6 EGRESS -3 -3 1 4- q" A CW26" 4' 3' 3' y z CONDIT HE B" P4560 4'_-9" 1'-51/2" a RANSOM 7 —EQ. (� Q :T _ SITTING AREA ��� 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE T U� T ,' UNLESS OTHERWISE NOTED, 53/8 8'-O 3,18- DRAWINGS 1 / \ _ o 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND '--- 13'-O" X 13'-O" _ PROTECTING ALL WORK DURING'CONSTRUCTION AGAINST DAMAGE, BREAKAGE, d5 TRANSOM 4'-5 3/811 1'-5 1 '2" 1 TRANSOM #` \ _ •As snl'E Z a COLLAPSE. DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE „D„ r� CW235 4'-8" 3'-53/8" 1 WINDOW NOTES - m T CODES. l� PROV. M a 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO ••C• -0 1!2' 3'-5 3/8" 5 W \ -I` \ _ _ - REQUIRED I SHORT FRACTIONAL MULLIONS (PERMANENT ` - .SIZE AS IT INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT, "O' E P40D0 4'0 5/8' 5'-O 3/B" 1 T' d �- - O ' 4'- 5'-1" 9 4'-." - D C135 2' THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED - U , u WHITE EXTERIOR. PREFINI5HED WHITE INTERIOR) Pi.IR - \ \ W . 7, THE CONTRACTOR SHALLAT ALL TIMES KEEP TME PREMISES CLEAN AND IS "E" J A31 3'-O t!2" 2'-0 5/e" t 2, COLONIAL MULLIONS (ATTIC &ABOVE FRONT ENTRANCE) �) RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE 2' 1' 9" 2 FIXED (WHITE EXTERIOR, PREFINISHED WHITE INTERIOR) 3/4" p) \'y� e'-0" C H "F' TH AN41 4'-01/ TRANSOM _ " ('M - O 8• ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE m- �,- GP' _ \ GFl AIR A WEa FOR DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO "G ;� CVy2g5• 4_g 4'-5 3/8" t EGRESS "TRANSOMS &WINDOWS WITHOUT TRANSOh1S TO BE �� W 6'-®r '� �' (� AIR P L n Hookur STARTING ADDITIONAL WORK. THE ONLY WINDOWS WITH MULLIONS 1 \ FOR a oW2R IN arn� t� C76 2'-0 5/e" 6'-O 3/B" 2 9. DOUBLE JOISTS ARE TO 8E INSTALLED UNDER ALL WALL PARTITIONS RUNNING "H" _ PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS r: AR21 2_0 p 060 4=0/2" 8 5 1/2 2 TRANSOM G /� S �Q \ REFER TO CONSTRUCT DRAWINGS FOR SIZES. /-'1 - \,\ - Y 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS_ GRADE OR BETTER •J" '-O 3/8" 1 \ 9�\ '� � - 21' r r d' H. � PROV. GAS LINE TO 1 ST. FL F.P 21 r 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR AlL SPECIAL WORK �•K (� CW26` 4'-9" 5'-O 3/8" 1 EGRESS �G 2 NO FL GAS STOVE 'OUTSIDE BBD - \ - '�%�� t P / ( 3 SUCH AS BUT NOT LIMITED TO'. MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE "L' (P� CW 125 2'-4 7/8" 2'-4 7/8" 1 PROCEEDING. '_g•• 4'-01/2" 1 EGRESS BATHROOMEOEO' - . _� - --21 "M'• CW24" 4 122 \ 12. ALL OPEN JOINTS AROUND DOORS AND WINDOWS TO BE CAULKED 5'-O" X 1 O'-1 '�� 'v 4 ..N,• .•R CW125-2 T-W 2'-4 3/8" 1 SD r_ +_ Z� � H 1 , A . I C245 4'-0 1/2' 4'-5 3/e" 2 TEMPERED `�` _ p L" ry F _ LEGEND : D25- -- CONSTRUCTION4'-01/2" 5'-3 3/8" 6 �.� P \ 12'-2 9 \ PR n ' LIGHT TO / ) \ SSD !6 !- Fi-- F IC ; 4 53/8 5'-O 3/8" 2 / + G _ ^ AU) C15 2' 05/8 � 'Tnc i20 NEW EXTERIOR PARTITION. 2" X 6" WOOD STUD WALL W/ 1/2" COX PLYWD. / !\�` zNp FLIT ovER.eaiT°E s�+Tror HRov mw V.I.F A A TRIM, & ED FOIL FACE 1 ALIT HIGH DENSITY). $ 0 P4550 Z- 5'-O 3/8" 1 2 / O(� \ coNiAo ow FL.iELD c o°H R EwSW U_�Lcr ---- - EXTERIOR SHEATHING (TYVEK WRAPPED&TAPED), QUALITY EDGE SIDING R ( TE O BY'TRU-SHAKE"-COLOR WICKER APP. EQ. PROV.1/2" GYP. BO.(SCREWED/TAPED) -q 3/6" 3'-6 3,'B" 2 EGRESS '. 3e 3 • 8'-0" C H. CUR. PINE 5" COLONIAL BASE •J CW 136" / / SIZE As REo 3 1/2" WOE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS J � 1 � � LOUVERUN ALL WLNROWS TO HAVE STOOL, AR4 41-0 1/2" 11-0 3/8" 6 NEW INTERIOR PARTITION- 2" X 41' WOOD STUD WALL WITH 1/2"GYP BD AR41 4'-O U2" t'-5 t;2" 7 TRANSOM � �. F 8'-0" OH - 0 �Jd1 �ae p 7 " (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE(\ ® / REF A-:I RESIST GYP, BD. (GREEN Sp.) FOR ALL BATHROOM WALL AND CEILINGS. Si TRANSOM 2'-6 1/2" 11-51/21, 1 TRANSOM / — -- I W PROV. CEMENT WALL BD, FOR ALL TILE AREAS. see No res FOR TRANSOM 2'-101/2" V-5 1/2" 1 TRANSOM ELEVATOP DISEN510,15 \ O INTEflIQR PAINT-TQ BE "BENJAMIN MOORP" U.O.N. ONE COAT PRIMER AND \ e'-0" C H � n sPECHED) ION — / U TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT •� RANSOM-2W T-9" 1'-51/2" 1 TRANSOM � ® 1 �'/ t cFlEol (0 U.O:N. ALL TRIM SEMI,OLOSS. TOTAL 09 7 / HAROWOQDFl,00RINGySE,LECT #1 RED OAK 2 1/4"W„ 151-8. FELT.,UNDERLAYMENT W251 2•_q 7/8" 2'-4 7/8" 3 ATTIC i BI-01,®H / f W ® POLYURETHANE ) g,_0" i'-5 t/2' ,\ \ " b ~. \ I ' I Z (3 FINISH COATS OF CLEAR POLYUR W 'Z" ® RANSOM 2 TRANSOM `t / SUB-FLOOR-USE'3/4"THICK PLYWOOD GLUED AND NAILED. SUB FQR TILEAREAS TO BE SCREWED AND GLUED. "THESE WINDOWS MEET NATIONAL AND LOCAL EGRESS CODES FOR FIRE EVACUATION CERAMIC TILE- "AMERICAN GLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED D G O R S 1 1 , E D U L E T X \ OPEN TO =1 OVER 1/2"CEMENT BOARD U.Q.N. WALL AND FLOOR GROUT TO HAVE V IE �S �IR BELOW \ � ) WATERPROOF ADDITIVE MIXED IN' 1ST. FLOOR INTERIOR `J J R O i \ FRov,INE RISERS '�FORIPRCLV ALLOWANCE DOOR ID WIDTH HEIGHTffo PANELS O R OPERATION Cl a PFO RISERS FOR INSTALLATION MAT AL GLAS LE E D L CAT ON AR \, '� PRay.FORMED o>N �/ 6 \ OF WALL UNITS W PLUMBING DETAILS : PAIR 4'_O" MOF 2-FLAT DBL. SWING FOYER s n sPwoLe, PROVIDED BY CLIENT. c \ F 2)PAIR 4'-O" 6'-S" MOF 2-FLAT BI-FOLD BED 1 CLOSE 1-1�'A' % 16 b i \ '�k.. F` / MASTER BATHROOM 3 2'-t 0' 6'-8" MDF 2-FLAT LEFT BEDROOM M. 4 3'- 6'-e" MDF 2-FLAT RIGHT IAUNDRYRM. BEDROOM \ �\ /1\ r. W. I . CLOSET = Y CHROME PLUMBING AND WHITE FIXTURES �) Z-10" 6'-8" MDF 2-FLAT LEFT BATHROOM 1 -i \ i 1 O'-O° X 1 6'-7° U ULTRA BATH -A(RTUB - MODEL BANOS 6) 2'-1 O' 6'-6" MDF 2-FLAT RIGHT BASEMENT THEAMOMASSEUR WITH ROLLED DECK �a 7 3'-O" 6'-8" STEE1- 2-FLAT LEFT GARAGE TUB FILLER (EXPOSED) 1 ST. FLOOR EXTERIOR "8•, .+N' (/�� S< G 2'-10° 6-10" ANOERSEN W/SCREEN LEFT T" LAUNDRY RM. ATTIC 14EWPORT BRASS #934 RISER #3-198 — \ OR C) 8'-O" T-6" STEEL ELECTRIC GARAGE SPACE /�'^ ELECTRICAL LEGEND : _KOHL A1401XM RISERS #ZA383 10 9'-D" T-6" STEEL ELECTRIC GARAGE JADO FAUCETS -CLASSIC VICTORIAN SPOUT CROSS 11 3'-0" 6'-70" THERMATRU/SIDE LIGHTS/TRANSOM W., ENTRANCE 9ATN NIIC EL FIM6�4.t 6C HANDLES CHROME #653/238/100 12 TRIP T-9" 5'-10" ANDERSEN W/SCREEN LEFT "V" GREAT RM. ' (2) HERSE_AU PEDESTAL SINKS- CHARLESTON #0310-20 IN WHITE Cj 3, ANDERSEN OUTSWIN03 W/SWING LEFT \ v (2) LOV FAUCETS NEWPORT BRASS #930 CRASS HANDLES 14 2'-10" 6-t 0" THERMA-TRU WTSCREEN t '2 GLASS LEFT "X" DINING RM. STYLE T.5,D TOILET- KOHLER PORTRAIT- ELONGATED MODEL #K-3591 15 2'-6 6'-70" THERMA-TRU W/SCREEN 1'2 GLASS LEFT "Y' GARAGE STYLE T.B.D `. SHOWER -TILE SHQWER BASE W/DAWN BEIGE DORIAN ON TOP OF SILL 2ND, FLOOR INTERIOR SHLAGE-PL OUTH ARTISAN `` 15 PAIR 4'-O" 6'-8" MDF 2-FLAT BI-FOLD BED. 2 CLOS ggTIN NICKEL FINISH# 619 SHOWER ARM AND SHOWER HEAD TO BE SUPPLIED -BY OTHERS (XIG) GROHE W/ARM) 18 2'-4" 8'-e" MDF 2-FLAT RIGHT ATTIC 17 2'-6" eLw MDF 2-FLAT LEFT BEDROOM 2 - - - ROHL HANpSHOWER PACKAGE #1300- INCLUDES HANDSHOWER #1100/8: #1300 SLIDE BAA: 15;96 HOSE V00022 WALL CUTLET 6'-8" MDF 2-FLAT LEFT BATHROOM 2 - Z w_ 'I9 21-10" 6'-8" MDF 2-FLAT LEFT M. BEDROOM J EXPO/DEPOT- KEYSTONE SHOWER SLIDERS 3!8"CLAS$ MODEL #2385-C68 - 0 WHISPER VENTILATION'FAN MODEL FV-OBWQ1 20� 2'-8" B'-B" MDF 2-FLAT RIGHT EXERCISE AREA 0 GROHE 3/4"GENEVA THERMOSTATIC MIXER ROUH-IN VALVE #34.907 21 2'-10" 8'•8" MDF 2-FLAT RIGHT M BATH W¢ (2) GROHE GENEVA CROSS HANDLE 3/4"VOLUME CONTROLS-VALVE #29.274 2'-8' 6'-8" MDF 2-FLAT RIGHT SITTING AREA N¢ I NO TRIM # 191828 2 3'-O" 8'-8" 1 1/2HR 2-FL4T LEFT ELEVATOR a FIRE RATEDLL OR 2 R. D O 24 3'-OI' 8'-8" FRE RATE 2-FLAT LEFT ELEVATOR ROHL #A4B13BOROUGH-IN VALVE. TRIM #A4914XMTO 2 3'-O" 6'-8" FIRE RATED 2-FLAT LEFT ELEVATOR N N TRIM # 19.616 `INTERIOR DOORS TO BE MASONITE SAFE 'N SOUND CORE DOORS W/A SMOOTH FINISH OR APP. EO. (2) ROHL 3/4"VOLUME CONTROLS- ROUH-IN VALVE #A4911 BO 4 TRIM #A4912XM ^EXTERIOR SIDE DOORS (AS SPECIFIED) OR APPROVED EQ. PROV, SCREENS Z DOOR HARDWARE-SCHLAGE-PLYMOUTH-ARTISAN SATIN NICKEL FINISH #619 _ !I - pZ D=W GUEST BATHROOM FRONT DOOR - BALDWIN LOGAN HANO1-ESET#2315 150 SATIN NICIKEL FINISH. 9¢ In¢ EXTERIOR DRS-BALDWIN-CLASSIC KNOB KEYED ENTRY 5304 54.150 SATIN NICKEL FIN. W/OEADBO1-T. SECOND FLOOR =¢ w¢ CHROME PLUMBING AND WHITE FIXTURES m 0 H O ELEVATOR QE"€ _w ow PEDESTAL SINK- LOWE'S - INTERNATIONAL WINDSOR ITEM #77870 OF RAIL _ ., TOTAL SO.FT. = 1 ,347 SO.FT. H z z MODEL #IMC-324WB 4"CENTER: 25 9/16 W X 20 11/16" D X 36" HIGH $125.00 DEFjTH _ I 0 W p w F1- W- FAUCET-AMERICAN STANDARD - HAMPTON MINI 4" CENTER, - - D¢ G7¢ =d c9a PORCELAIN LEVERS - MODEL#7471.712 N w W w 4 WIDTH Q - �D ¢D TOILET- LOWE'S -CRANE CLASSIC VICTORIAN -TANK ITEM #39504; MODEL 3' X - _ _ - #3438-100$64; ELONGATED BOWL ITEM #201864; MODEL #3429 $90.00 IN O po g 0 M m TUB/SHOWER SET W'VOLUME CONTROL; DIVERTER BUILT INTO TUB SPOUT; - �11j1Y1,ILIILIr/4 S m N SHOWER ARM AND SHOWERHEAD INCLUDED -AMERICAN STANDARD 'I3.T`y�f. Ai,yA SCALE 7 _ HAMPTON; PORCELAIN LEVERS #7254.710 1 CENTER a Ly 1110 DWG /NAME.O„ -� IOFDOOR INSULATION NOTES : HANDSHOWER W/SHOWER ARM CONNECTOR -TO BE SUPPLIED BY OTHERS TYPE 5 CAR ;LEFT HAND _ _ _, _ _ - .. _ _ ._ - _. _ __ - o ENTER/EXIT ADJACENT SIDE - PLUMBING LEGEND : 3 _ _ TUB-KOHLER VILLAGER K-716 (RIGHT HAND DRAIN) CENTER CENTER - NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-21 FOIL FA. HIGH DENSITY SECOND FLOOR (HOME-DEPOT$229'.00 IN STOCK) CAR SIZE WIDTH DEPTH OF RAIL OF DOOR INSULATION BY'CERTAINTEEO' OR APPROVED EQUAL + Q C PLAN - NEW ROOF' R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EC PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ^�•T' .. .. .... 36"X48' 1521/8- 1 55" 26 1/2" 33 1/2° _ CRAWL SPACE: R-21 KRAFT-FA INSULATION WITH PROPER WIRE TIES p ON CONSTRUCTION PLANS) FOLLOW ALL NECESSARY N Y AND N Y.S n f7r"QIF�(,ue°'� EXPO/DEPOT - KEYSTONE SHOWER SLIDERS I,*GLASS INSTALLED AS PER N.Y.S. BUILDING CODE. MODEL #1 OSF-59$199.00 'TQ BE PROVIDED & INSTALLED BY OTHERS, CONTRACTOR - BASEMENT PERIMITER. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV. ALL TO PROVIDE FINISHED, REINFORCED SHAFTWAY NEW BASEMENT: R-10 RIGID FOAM 210" BELOW GRADE AROUND ENTIRE NECESSARY DRAIN VALVES. THESE E SOLE PR A5 PROPERTY Or THE A OF 96R'•TICE, 17"WIDE FREE STANDING CA91N_ ET-TO BE SUPPLIED BY OTHERS AS PER ELEVATOR COMPANY SPECIFICATIONS. (ATTACHED) OHB PROVIDE FROST FREE HOSE BIBS ARE THE SOLE CFiAN ES or THE ARCH ECT 'I PRIOR TO INSTALLATION PROV. ELECTRIC, V-208-256 V. - BASEMENT CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES NO IL SE ALL CHANGES, UI WRIT IEN A ATI NS " 'S/4" HEAVY GAUGECOPP;�ddATER SUPPLIES SINGLE PHASE LOCKABLE 20 AMP LINE. 2-POLE FUSE. INSTALLED AS PER N-Y.S, BUILDING CODE. MINIMUM 2'-0"UNDER FIN. GRADE. SHALL 9E ALLOWED ✓ITPROH PROHIBITED BN I-A k RIZAnON �$ SHOWER HEAD BY THE ARCHITECT ANY REPRODUCTION IN PART 'REVERSE OSMOSIS WATER $YSTEM WITH TAPS FOR LAUNDRY SINK ALL CONNECTIONS LOCATED AT TOP E. SHAFT. PROV - CRAWL SPACE WALL R-19, MINIMUM Z-0" UNDER FIN. GRADE OR;vHOLE I5 STRIc'ru'PROFnRrceD e•.LAIrc KITCHEN SINK, &LINE Ta ICEMAK'ER. - T 115 V. 16 AMP SERVICE FOR CAR LIGHT & PHONE LINE. I "JAKOB INOX UNE" v4 wlnc nvrc FACTORY POWDER COAT GLEVIS/SWAGED_INTERNAL CLASSICAL REVIVAL BuRM00 $DRONE" PROV. 40YEAR.GAF"A3PLAR r y ALUMINUM POST "'�"'- � '' - ROOF 40 YEAR ES. (FII ALL AREAS) RESTING ON 8"DIA. SONOTUBE - =- __ AVER 15 LB. FELT. PROV, "WEATHER V THREAD END TYRALL(OR APPROVED EQUAL) _ _- WATCH UP 2.O OF ROOF EDGE. THREAD END. NTERNAL BACK - -- - (OR APP.Eq.) Fi{ TYP.ALL(OR APPROVED EQUAL) REDWOOD DECKING - _ INTERIOR TOOL-WOW 1 PROV. CONT. 8•ALUM. QUTfERS INTERIOR BA K BAN CASING -WOBB007 0 le,ac OUTER EDGE OF DECK 16/16"X 5 S/16"BRAZILIAN S 1 ' CLASSICAL COLONIA(.BY"WINDSORONE" &LEADERS. (YYP. ALL AREAS) 5'TOP RAIL. ! GREEK REVIVAL BY"OQj%7 RONE" I A AP E-.-6"_"AZE "TRIIvt OBER 6[¢!COX. 2"X 1a•JOISTS IPE_BRAZILIAN_ PLYWOO BLO KING (TYPICAL ACL AREAS) 2"X 12•CONTINUOUS I, 1 �� � ( T;777 WOCV001 5 1/2" "AZEK' P_IC TUiE_FRAME TRIM ©z RIM JOIST PRIMED AND PAINT-EO.(OR APP, EO ) TYP ALL(OR APPROVED EQUAL) ` INTE OR - O 001 LuTT _ PROV. QUALITY EDGE SIDING O O CORNER_ CONNECTION 1 CLASSICAL COLONIAL B "WINDSORONE" BV TFIU-SHAKE -COLOR WICKER o� 2"X 12"GIRDERS TYP. ALL(OR APPROVED EQUAL) APP. EQ O-YP. ALL EXT. WALLS FLUSH W/POSTS GRADE - - -__ w , ) "JAKOB INOX LINE" 2`X 12' GIRDER o , FACTORY POWDER COAT RESTING ON 8• DIA SONOT E END TO END CONNECTION ALUMINUM POST. v 3' ) PROVIDE 314"X B"APPLIED ON TOP OF 3/4" X 8" BELOW "AZEK"TRIM OVER 5/8" CDX K GRADE B"DIA CONC. FILLED SONOTUBE (TYPICAL AROUND PERIMITER) (OR APP EQ.) O m BURIED 36"IN GROUND u � a b PROV. METAL FLASHING AT ALL WINDOWSILLS. (TYP ALL LOCATIONS) ( EXTERIOR DECK DETAIL r1l O RAIL DETAIL j �J>>'Ih") INTERIOR TRIM/EXTERIOR SIDING/ROOFING/TRIM SEE ATTACHED SPEC SHEETS PROV T. RIDGE VENT. 1, X 11 7/8" LVL RIDGE 1rs . .+'-h -; 'd''+ 2" X 10" R.R. 04" 1 3/4" X 11 7/8" LVL RIDGE G II II I II LALLY COLUMN II II II II II II II II I II �D II I a, II I II I I I I I I I II II + I I 2" X 6" WD. FRAMING TOP OF SLAB 4"ABOVE ROOFING li I I II II II II II II II r-3" I II mP. ALL EXTERIOR WALLS) 11 TOP OF FOOTING O R-38 FOIL FA., II I I II I I I II I I C.H. CONCRETE FOOTING OOF HEATHING 3 4" I } i INSULATION. II II II II I II II I I RAFTER > PROV. CONT. 6"ALUM. G_U_TT_EAS V. LVL EAD11 7/8 " &LEADERS. (TYP. ALL AREAS) W '•'- 1 3/4 r PROV. 2 1 3/4" X ER F R STAIR 1 - 1'-l0" O.H. ui j Z !' II I X 11-iib" (SPI s5 C.J. @ 16" O.0 PROV. 2-1 3/4"X 11 7/8" LVL ." g. 1y �_ • z- DOOR AND WINDOW HEADERS 3/4" X 11-7/8 GPI 85 F.J @ 16 O C OP ATOUD BALL 3/4"CONTINUOUS _ _ (TYP. ABOVE ALL) - - - _ - - `>. PROV. 1 1/2" HR. FIRE - PROV 1 12 HR.RRE RATINo P OV. CO INU US 1" RATING IN WALL HEETROCK IN E N o GARAaE oNLY PROV. 2-1 3/4"X O 1/2" LVL SCREENED VENT (TYP. ALL DOOR HEADER SOFFIT AREAS) /^ 3 4" X 6" FRIEZE SRO. _ v J R-21 FOIL FA. GARAGE DOOR - 9'-0"W X 7'-0" H. 4" SIDING I I 9' /BY"HALL" OR APPROVED EQ, 1 2" WALLWINSULATION. II IISHEATHING '_ " FOOTING DETAIL DETAIL A 1 00 II PROV. z"X s" SCALE = 112"L 2"X 6"WALL STUD T i Y RIM JOIST,CONT PROV, DOUBLE 2" X 12" '-' 1-3/4"X tl ts7/e" GPI 65 F J @ 16" O.C. ' 1 O" I O1BL 1 3/4"X 11 7/e" R-21 FOIL FA ' SILL PLATE. PROVIDE DRYER VENT 1 1 O" RIDGIE BE_AM(G-P LAM LVL) I. L THROUGH FLOOR JOISTS. PROV. WATERPROOFING PROV R-19 INSULATION q" p CONC. SLAB MEMBRANE CON S ING OF Z-O" UNDER FIN. GRADE r Q POLYMER-MODIFIED ASPHALT. 4'-0" H. CRAWL SPACE PROV. 40 YEAR"GAF""ASPHALT OG• PROV 3/4" DRAINAGE ( ,._,-' ROOF SHINGLES. (TYPO. ALL AREAS) (TYP. ALL HIPS & RIDGE AREAS) MAT ` " ' . • OVER 15 LB. FELT. V. "WEATHER 2" X 1 O" R.R. @ t 6" O.C. EA P ALL ROOF A AS) ^8 .• _ WATCH" UP 2'-O" OF ROOF EDGE SLOPE R MORTAR OR USE 4" POURED CONC. SLAB R-38 FOIL FA. A A A l CHECKERBOARD PATTERN ON 20-MIL - `G� INSULATION. CANT STRIP PLASTIC VAPOR BARRIER - - - —DBL 13/4" X 11 7/8" 2.OE RIDGE BEAM—► PROV FOOTING DRAIN OF PROW. A 1 1/2" HR. FIRE R-21 FOIL FA INSULATION. RA ING SHEETROCK DRAIN TILE, 4" MINIMUM GARAGE SECTION (TYPICAL ALL AREAS) II II II II II II II II II II I II II II II II II II HINGED HATCH. INVERT OF PIPE SHOULDNO I b�ABOVE / II I II II II II II II II II II II II - ," 2" X B" EXT. STUD WALL. r' PRO 1/2COX PLYWOOD W/'MKV. II II II II II II II II II II II II II II II II HOMEWRAP" UNDER A 1 O"ABOVE CEILING - SIDING. 1-3/4" X 11-7/8" GPI 65 C.J. @ 16" O.0 1-3/4'X 11- 8" GPI 65 C.J @ 16" O.C. ---- - - - _ 2-2" X10" HDI FIRELL) UUK IN ELEVATOR SHAFT. r 10, W C H. W&D 31' 0 2"X 4" INT. STUD GHT. " 0 - - _ _ - _ _ y.,,•. ALL . AL ) � N ' 7Ir IT t _. _ ., .," . .rz " ,1 .ry r •n•i N N m i1 (' ) DBI.GPI 65 F.4. 15" m" O.C. ) IALL PA TTI N ELEVATOR U' L ii `I SHAFT 1/2" GYP. BD. ALL EXP g' � 1/2" GYP. BD ALL EXP SEE MANF. AREAS (TYP. ALL I SPECS FOR 6'-10" C.H. 9¢ Y II i AREAS (TYP. ALL) m Ir o _I L J I'�,, DETAILS GHDT. (� L p', DBL.GPI 65 F.J. 6" Q.C. _ I J UN ER LL PA I NS ' rIT I If R-21 FOIL FA. PROV 3/4" PLY. WD. SUB. FL. ) �� (' LLJ INSULATION. 1-, D 'VH= ( I. . ., GPI 65 F.J. @ 16" O.C. crYP. 1'11 I I D a r,s y;. ,.' �� PROV. 2"X 6" - 2- 1 3/4"X 11 ]/6'2.OE QP L4M LVL--► -D ,. S LE P LATE (N7 PROV. 1-3/4"X 11-7/8" RIMJOISr AROUND ENTIRE ERIM R WALL HT. SCALE. (NEW) BLOCK FOISTING) L HT. = �' (EXISTING) ' SEE A.-O FOR NOTE i 1/4"-1 p' 2-2"X 6"A SILL PLATE W/ ! _ 1/2" X 1'"0" S ANCHOR DWG. NAME: BOLT BUR. IN FDN. @ V O.C. � t"'✓ 1'-O" @ T' CORNERS( PICAL ALL) BUILDING PROV. BEAM POCKET 7, - �✓ ea8@y1,F`,A SECTION 31/2" DEEP, S'WIDE, 10" H. 'per FOUNDATION EXTERIOR TO . 9 1 G. NO.: HAVE SMOOTH STUCCO FINI H \ 4" P. CONC. SLAB ON COMP. BUILDING SECTION FILL ALLBASEMENTAR INF. 0� a021�, �pQC A . .3 (fYP ALL BASEMENT AREA) 1' ,,,,,. — _____. _ I awl .....,nwa11 PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION (REFER TO TABLE 1609.1 .4) REFTYPE AND +k OF SCREWS PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-O" 1 I 1 t; , WIDTH HEIGHT I� 'p3 �'1 z VERTICAL 16 HORIZONTAL- 10 z *8 SCREWS C' t2" O C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS IEr SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. #8 SCREWS 2 REFER TO SECTION 1609 1 4 ABD 1609 6 5 AND TABLE 1609.1.4 i ` B VERTICAL- 16 HORIZONTAL - t0 5-1 x e' ( ) ID #8 SCREWS (g' 1fi O C. - O C VERTICAL - 6 HORIZONTAL-4 4 9 x 5 '" TABLE 1609. 1 .4 5 -2 #8 SCREWS G' 1 fi" O C T-2" a U G D' VERTICAL- 8 HORIZONTAL - 6 4-9 'a &-8" VERTICAL - 4 HORIZONTALOC. } VERTICAL- 4 C' ifi' - - - - - - - - - - - 1 C9 .E' 3 9 x 2-9" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS 3'-4 � . VERTICAL- 4 HORIZONTAL - 6 ,'Q ' VE SCREWS L' tfi" O C PANEL SPAN < 2 O < PANEL PANEL SPAN < PANEL SPAN -_ i - ^� "F" 41-9 x 2'-5" 1 - _ - 6 FASTENER TYPE � i 2'-0" SPAN , 4'-0" 6'-O" SPAN . 8'-0" ' — — — — — — — #e SCREWS L12" OC — — Gil VERTICAL 14 HORIZONTAL - 10 6-5 x 6-7" AB SCREWS (dl 12 O C 1 1 2" #6 WOOD SCREWS 16 16 12 9 'H" 2-9' x 8'-2" 1 1/?" #8 WOOD SCREWS 16 16 16 12 -- - - ^1 VERTICAL- 16 HORIZONTAL 6 VE SCREWS Co 12' I C. y0' VERTICAL- 14 HORIZONTAL- 10 4'-9' x fi 8' 8 6 all #8 SCREWS Cil ifi' O C. C.H5. VERTICAL - 8 HORIZONTAL - 6 -_- - -- HGH SCREWS <a� 16" 0 C 1 "L" 3 x 3'-T VERTICAL - 4 E - - IVERTICAL - 4 HORIZONTAL - 4 NOTE' - Y #8 SCREWS C' 18" O.C. REFER TO A.1 & A,2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. M VERTICAL- 15 HORIZONTAL -8 5-5 x 419" 1 1 2" #8 WOOD SCREWS i ' ..,i .. - — - -- 18 SCREWS Co16- G C. — �� ® „ ® t I 1 C 5 5' x 3'-0" `s VERTICAL - 4 HORIZONTAL - 6 12 12 16 VERTICAL6 - c 16" OO ® P1 #8 SCREWS 8 ( HORIOZONTAL - 4 4 9" x 5'-8" r PAN a 6--OrL, SPAN <BNO F�AN P 6'-0'I, I � ® I . I 1- f , I -'-r�l - Ii Ira', TT! I' �I U-O' PANE L 0" < _ i i I L eSCREWSCil16" oa f-L_ L -L _L LIuJJ -- SII g I . 9. 1 °)'- I�s- o" 2- _ R' VERTICAL - 8 HORIZONTAL - 8 5 1' x 5'-e" r �Ir rr — �� _ .1 #escREwsc� 1s" oc. I II II C.H. W& Ifl uo ! V I L11 i ,Tl IS" 3o' xa1" I W&D 1- I II. VERTICAL - 6 HORIZONTAL- 4 III VIII III III III III HGHT ' I i ? TL I d I I ill lid 8 SCREWS c 12 0 c — II I LI lull It T• VERTICAL 14 HORIZONTAL - 4 3-6 x7-2" III 11111 III III III ILL_—JJ _I I -_ 1 , i -- I . _ ISI U„ ae scREws L 1z o c 3 e x 7 z" II LII �I I C 1,,. ; II TII vFRTICAL - ta HORIZONTAL - a III (IIII III III III - - :'' a.. 111 ,6 SCREWSO11210C �L=mAL_J� Ii II . � -. - O �.. 6 x 6'_e" VERTICAL - 16 HORIZONTAL - 9 L _J 48 SCREWS G' 12" O C. W VERTICAL- 16 HORIZONTAL - 3 3-2 x e-8 - Li I VE SCREWS C' 12" O C X1. VERTICAL - 16 HORIZONTAL - 4 3'-6' x e'-8" L a8 SCREWS r' 12" O C, Y VERTICAL - 14 HORIZONTAL - 3 1 3'-2' x7--2' +FB SCREWS Co 12" O C �— Z VERTICAL - e HORIZONTAL - 2U 9''e' X 2'-2^ u PROV AZEK BEADBOARD FOR ALL SOFFIT AREAS = IU PROV, 40 YEAR "GAF" ASPHALT - j ROOF SHINGLES (NP ALL.AREAS) OVER 15 LB FELT PROV. "NVEATHER _ - WATCH" UP 2-1 OF ROOF EDGE PROV 4" WIDE AZEK TRIMBOARD _ - - - - - - - - - - _- - - - - - - - - - - CIO � � FOR ALL FASCIAS PRI 3V. CONT 6"ALUM.GUTTERS & LEADERS (TYP ALLAREAS) _ - - --- - - 12 -- - - - - - _ - - - 11 VIF li ,; _ 1 1 -3 . LaiL rl l ] I I i? 11 T_II I - I I , ] 1 i - I _ C.H. - — r _ 1i L I r 68 I�] ' ! I [ P T W&D 31' PROVIDE 6" AZQK TRIM OVER 518" COX, _ — I 11 1 I ( I I I ] IT� I ° 1 i I 1 1 ) PLYWOOD BLOCKING 0YPICAL ALL AREAS) I � I .,�'. I rL fll r L � I I '` 7, I GHT. — — li I " I 1 `^ I (' , i�l E I! t -1 . I I , i r T ! � a 1 , t II o III YI f ' 11 L. 1Ar r I I ' 1 (, 1 y , 0 PROV QUALITY EDGE SIDING BY IRU-SHAKE - COLOR WICKER i e i ; - APP F_O (T1'P ALL EXT WALLS) I Ili ,1 i ' 1 � `�t Ir I I1 91 1 1' a T JTT l Bl. CI t I : &D ! f fI y . I r 11 I K r' {,.- i '1' ,'1, I rI t ISI-) I. 1 l I _ ( t 1, i I1,,� GHT. 1i` I Jl - 1 ' 1TI I II III 1 1 ' l li `I , AI 111 Z n�u Ii Sy I �J d r 7 I !', 0 w¢ 1 !7 T"I "I'I: T ' 1 I, r' 1 �, I . II - ; Ll �- -- - - -- - - - - r=-z �z pw pgLIT Hfg jF T-1 1a: 51 0 6' WALL HT. 1n w w W w FOUND WALL HT. (NEW) NO ¢D (EXISTING) L..-. w g o N M I cd I SCALE: DWG. NAME: pl0orunuigg4 PROPOSED NORTH WEST ELEVATION ��`� '''¢�y;;; ELEVATIONS 3 p ,DWG. NO.: M O 0211M a,, A . 4 PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION rr�� (REFER TO TABLE 1609.1 .4) F REF. 'TYPE AND # OF SCREWS PANEL SIZE WOOD STRUCTURAL PANELSWITH P MINIMUM THICKNESS OF 7/18".AND MAXIMUM PANEL SPAN OF &I WIDTH- HEIGHT �{ #8 SCREWS @ 12" O.C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS VERTICAL- 16 HORIZONTAL- 10 511 x 8'-2" SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED #8 SCREWS :1 12" O.C. I� 5'-1' x R-2" (REFER TO SECTION 1609.1.4 ABC) 1608.6.5 AND TABLE 1609.1.4) C1 VERTICAL- 16 HORIZONTAL- 1 O z #8 SCREWS @ 16" O.C. TC" VERTICAL- 13 HORIZONTAL- 4 4'-9" n 5'-7" TABLE 1609. 1 .4 u 0 #8 SCREWS (56+ 16" O.0 4' 9" x 5'-8" O 3 D' VERTICAL - 8 HORIZONTAL- 6 #8 SCREWS @ 16" O.C. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS 2 SIE` VERTICAL- 4 HORIZONTAL -fi 3'-9" x 2'-9" #8 SCREWS @ 18" O.C. PANEL SPAN < 2'-0" a PANEL PANEL SPAN < PANEL SPAN a 'IF�� 4'-9" x 2'-5" FASTENER TYPE VERTICAL- 4 HORIZONTAL- 6 SPAN < 8'-O" n SPAN < 4'-0" fi'-O" ' W � 0. #8 SCREWS @ 12" O.C. VERTICAL- 14 HORIZONTAL - 10 5'-5" z fi'-7" 1 1r2" #6 WOOD SCREWS 16 16 12 9 r c #8 SCREWS @ 12" O.0H m a "H" VERTICAL- 16 HORIZONTAL- 6 2'-9" x 8'-2" p� #8 SCREWS p 12" O.C. 1 1/2" #8 WOOD SCREWS 16 16 16 12 O VERTICAL- 14 HORIZONTAL- 10 #B SCREWS @ 16" O.C. - _ - 5'-5" x 5'-e^ PROV_AZEK BEADBOARD FOR ALL SOFFIT AREAS VERTICAL- 8 HORIZONTAL- e - - - - - - -- - - - - #8SCREWS C? 16" O.C. 3' 1•• x3'_1" - - -_ - _ VERTICAL- 4 HORIZONTAL - 4 NOTE: PRO V. 4" WIDE AZEK-TRIMBOARD __ . #8 SCREWS @ 18" O.0 REFER TO AA & A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS FOR ALL FASCIAS I.M., 51-5" x 4'1 VERTICAL- 6 HORIZONTAL- 6 O.C. #8 SCREWS p 18" 1 1 '2' #8 WOOD SCREWS - •N�� VERTICAL - 4 HORIZONTAL - B &I x 3'-0" .P #8 SCREWS @ 1881100.0 4 9 x 5-1 6'-O PANEL 6-O" < PANEL 2'-0^ < PANEL 2 2 VERTICAL- 8 HORIZONTAL- 6 SPAN < 8'-0" SPAN < 13'-0" SPAN < 6'-0" #8 SCREWS @ 2i_B�� x 5,_8.. r c c e o aL1 — Q VERTICAL- 8 HORIZONTAL-4 I� r T T -F-711 III rl1 III Fr 5'-1' x 5'-e° L- - J II II PROV.-40 YEAR "GAF"ASPHALT .YB SCREWS Ca+ 16' O.C. IL 1111 ) LLIJJ .R.. I- _ T -I t VEFMCAL- 13 HORIZONTAL - 8 rr#8 SCREWS @ 18' O.0 3'-O" x 4'-1" II IIIIOVER 1 LB. FELT. PROV. T.ROOF EDA HER - ._ __ -__ _ - ..__ , .__ _ _ _ `1VERTICAL- 6 HORIZONTAL - 4 I IIII I I I II II _ r I -_ - - __ = _ _#sscREws p 12^o.c. IIIIIIIIIII - _ L T 3'-s x T-2., I I I I L _ _ - J 1,: 1-i VERTICAL- 14 HORIZONTAL - 4 II IIII II II II L` _ — J lI - :- -__ - ___ - .. 1 14 -T [}1 ": [ I 1�'- rf 6 8 C.H W #e scREws p 12^O.C. III IIII II III III _ 1 I ] f W&p .U.. 3._8.. x T_2,. _. _ _ __ . _ ,- T H VERTICAL- 14 HORIZONTAL- 4 III (IIII III III III _ _ _ _ _ - _ 1 - _ - _ _._. 1� ! '. [II I� LT � r,,�-� -- r 11.71 II GMT O *8 SCREWS @ 12^ 0.c 1T 86x88 IL — _l VERTICAL- T6 HORIZONTAL- 9 _ _ - _ --- _ _ __ _-- - - =a PROIV CONT 6" ALUM GUTTERS r, F � -- -- - - — ---- - .1 - - ,IJ & LEADERS. (fYP. ALL AREAS) - - _ _- _ -- - - -[ _ _ _ _ -_ - , 11j I VERTICAL- 16 HORIZONTAL- 3 -_--- -- [, - - - - - I _.�I r - ' #B $CREWS C 12 O C 'yy' 3-2" x 8-e' _ __ #6 SCREWS @ 12 O.C. , 1X• VERTICAL 18 HORIZONTAL-4 31-6' x8-8" _ - I� I rI I } P F_ I� ¶ 1PROV QUALITY - -1 ���„� VE SCREWS 4CID 12l' O.C.HORIZONTAL.- 3 3�_2" x 711 BY TRU--SHAKE --EDGE SIDING CKER \� (- _- � -" '.r r - - i� �'1� - `I� l - 1.. � 1-i ill- - 7 l Il� � j I' I�' 1 I l � i I I'' )�i 1 I (< 'I_� 1' I +"Y � i I ( 9'- X 2._2•, APP, EQ (TYP� ALL EXT WALLS) 1 I_. , _ 1 1 y�J,;-.. , L _ . . T - J tj j - :� I T t l��I [C. I 1I_t,' 1/ / VERTICAL 4 t 1 #e SCREWS @ 12" O.G. �.- _ 11 a II . :Z„ e• I I J IERTICAL_6 HORIZONTAL - 20 ❑❑❑❑❑ [I i" ❑❑❑❑❑ [_ I - -_ ; 1 - I' r.-_ a �- 11 , , ` - Q L_,- 1 1 9, f [ III 1 l f ., .1 -. T'; I 1 s'-ia'c.H. W [ 1 try I 1 9 I_I 7. II I I T' W&D ❑�❑� ,,I�1 ❑C�❑� `, 1;_I I, I r L[ � (,� __ , I _L ' t, PI ,, 4 1 - .,Ir , IL. r TIGHT [ [ r I' I I : , II III I_I ��C1C�❑ ❑OC�C�C7 �[ [ L L I I ' LI C 1Lj{ Sr 1 1 -I . 1 PROV 40 YEAR GAF ASPHALT ! _ r T? Jj I ROOF SHINGLES. (TYP. ALL AREAS) ', Ia , _ I - 1 L ,,JI _ I R ; [ i. •J�_ :I �1LJ 1,1� 'I)� OVER 15 LB FELT, PROV "WEATHER - [ J1 _ I `) 'I � 1 I [ [ I - :-,� T7y7-�r WATCH' UP 2'.O OF ROOF EDGE. I I .. 1 I 1�7 T, 1,I .I -_t I,L r :[---U �. - i� .- �+� - 12 VJF ,O NORTH ELEVATION UJ [ IT I at - I 1 1 I I. t 31' l: - 1 l 1111 a r, C! l` I? - - air Ox26-11ir t _- -_ .i - 1 - - - 6" "AZEK"TRIM OVER 5/8" CDX. 1'?-. I1 ] lI. PRovl E - - - T _ _ 1 - r PLOW D BLOCKING (T1'PICP.L ALL AREAS) DW 1 ._ if 11 I L a 'I n � , ' TII T �' I j rl III I I 11` I II I +T - r I , III I Z Il iL I [ Y: 4�l 11 _ I n I ® [ [ I 7 ! 1_ ar 71 1 ' V q IJ 11 j 11 I' L i � '.L I117 ' ` I ti , LC; o kl ! I� �` •' Ir � T ' SII f - II ' f I €, i I _ lLi [ xi� L.� 1 . r 117 . I CT . .1�__.. ,, I 1 -r] f_r _, i 11 - r � '. ( T f.: Dm m¢ PROM2 mo V. QUALITY EDGE SI ING SII I i',111 -, w } ( l . I III- E _ I �I_ IT l I,�i I- II 1. '�L11, 1� I T 1�, �1 1 I I� BY TRU-SHAKE -COLOR (CKER !I - , �tl I I T - ( 11, r` ' E ` Y - 1, i tl , I r Ti I APP EQ. (TYP. ALL EXT. ALLS) .I . , '!! [ - -J� I_ I,. ,IC1J I 'Ir TT f 1 7 I S T ` 1 p w o w - iZ' r , ;" i [ °=1 l r`I.i,I�]II„ I 4 I . . 1 , I� I. lli! 1 L L '"Y`. �IIt '_ '1_ § 1111, pw D T. ! Id ' Ii II .I� f_ i� I i - r LLaf ��' ❑� D ([D EAST ELEVATION ol� $ s ---.. -- - + m m SCALE: DWG. NAME: nmwu PROPOSED m�QIF°:.xV( �zp`1u r PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION T� (REFER TO TABLE 1609.1 .4) v 1 PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B'-0" 4 REF. TYPE AND # OF SCREWS WIDTH HEIGHT rn #8 SCREWS 0 12" O.0 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS ~' " Z VERTICAL- 16 HORIZONTAL- 10 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED N/ U #8 SCREWS @ 12"O Cya� VERTICAL- t 6 HORIZONTAL - 1 O 5'-1" x 6'-2' (REFER TO SECTION 1609.1.4 ABO 1609.6.5 AND TABLE 1609.1.-I) I, F w N P C #8 SCREWS @ 16" O.C. 'v S. x 5'-T' VERTICAL-6 HORIZONTAL- 4 TABLE 1609. 1 .4 �` c #8 SCREWS @ 16" O,C. VERTICAL- 8 HORIZONTAL-6 F � #8 SCREWS @ i6" O.C. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS PROV. 40 YEAR "GAF^ASPHALT PROV AZEK BEADBOARD FOR ALL SOFFIT AREAS E VERTICAL- 4 HORIZONTAL -8 3-9 x 2-9 ROOF SHINGLES. (T1'P. ALL AftEASzR �— Z OVER 15 LB. FELT, PROV. "WEATHER / Z p '� P #a SCREWS @ 18" O.0 PANEL SPAN < Z-O" < PANEL PANEL SPAN < PANEL SPAN < WATCH" UP 2'-0" OF ROOF EDGE. p F VERTICAL-4 HORIZONTAL- 6 4'-9"x 2'-5" FASTENER TYPE _ - T - 2'-0" SPAN < 4'-0" SAY SPAN < 8'-0" _ 12 2 #BSOREWS @ 12' O.C. _-- -- - _ - � - :'Q„ VERTICAL- 14 HORIZONTAL- 10 6'-5"x 6'-7" - _ _ ` - - _ V.LF 1 O 1 1/2" #6 WOOD SCREWS 16 16 12 #6 SCREWS @ 12"O,C C O VERTICAL- 16 HORIZONTAL-6 U c W ' #8 SCREWS @ 12"O C 1 t '2_" #6 WOOD SCREWS 16 16 16 12 - - J. 4'-9' x 6'-8" #6 SC L- 14 HORIZONTAL- 10 -- — -- - - [VERTICAL 'REWS @ 18" O.C. - -- - - „K" VERTICAL- 13 HORIZONTAL- 8 5'-5"x 5'-B" #8 SCREWS aP 16" O.C. #8 SCREWS C EW 8@HORIZONTAL-4 NOTE - VERTICAL- 4 HO - - - O,C. REFER TO AA 8 A.2 WINDOW 6 DOOR SCHEDULES FOR PANEL LOCATIONS. PROV, CONT. 6" Al GUTTERS M" HORIZONTAL - 8 5'-5'x 4'-9" & LEADERS (rYP, ALL AREAS) #8 SCREWS @ 16"O.C. 1 1'2" *8 WOOD SCREWS - ,�N. VERTICAL- 4 HORIZONTAL- a 12 12 16 5'-5 r.3'-O" YYY���pppp3m3m3m #8 SCREWS @ 16" O.C. 6' O PANEL 6'-0" PANEL 2'-0" -c PANEL ,P VERTICAL- 8 HORIZONTAL-6 4'-9 x5'-t" I c SPAN < e-O' SPAN < 8'-0" SPAN < 6-0" #8 SCREWS ca 16" O.C. VERTICAL- 8 HORIZONTAL- 4 �r r T T 7 -11 IIr rB1 Pr= L1111 _II LLUJJ r - - - ,� C.H.W& #s scREws @ 16° o c. L I{� J II II ,R„ VERTICAL- 8 HORIZONTAL- 6 5'-1" x 6-8" ��=��r— 1� '�r PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION � (REFER TO TABLE 1609.1 .4) PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" RR REF TYPE AND # OF SCREWS WIDTH HEIGHT ~� y #8 SCREWS @ 12" O.C. .A.. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS . V V VERTICAL- 16 HORIZONTAL- 1 O 5,_5" x 8._2. SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED #8 SCREWS @ 12" O C. © 5 VERTICAL- 18 HORIZONTAL- t O 8'-2" (REFER TO SECTION 1809.1 4 ABD 1609.6 5 AND TABLE 1609 1.4) of z #8 SCREWS @ 16" O.0 4' 9" x 5'-7" C' VERTICAL-6 HORIZONTAL- 4 _ TABLE 1609. 1 .4 c #8 SCREWS @ 16" O C. O U m D�. VERTICAL- 8 HORIZONTAL - 6 4'-9" z 5'-B" #8 SCREWS @ 16" O C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS Zall P .E.. 3._9..x 2�_g1, VERTICAL- 4 HORIZONTAL- 6 #8 SCREWS @ 18" O.0 PANEL SPAN < 2'-O" < PANEL PANEL SPAN < PAiVEL SPAN < C. ..F.. 4'-@"x Z-S' FASTENER TYPE 2'-0" SPAN , 4'-0" 6'-O' SPAN 8'-0" 1, • VERTICAL - 4 HORIZONTAL- 6 _ � PROV 40 YEAR "GAF"ASPHALT � W #8 SCREWS @ 12" O.C. ROOF SHINGLES m+P. ALL AR64S� _ „G VERTICAL - 14 HORIZONTAL - 10 5'-5" x 6'-7" OVER 15 LB FELT. PROV. "WEATHER W 1 1/2" #6 WOOD SCREWS 76 16 12 9 W."fCH' UP 2'-O" OF ROOF EDGE #a SCREWS CO 12" O.C. 2'_9' x 8'-2" VERTICAL- 16 HORIZONTAL-6 :n a #a SCREWS @ 12" O.0 1 1/2" #8 WOOD SCREWS 16 16 16 12 U VERTICAL- 14 HORIZONTAL- 10 4'-@"x 6'-8" _ _ _ _ - - - _ _ - - ~+ PROVIDE CRICKET PROV OLLED ON 2ND PAN THERMOPARArFLLY 0. CIRCUIT PROV ON 2ND FI- PROV 9IE SWff E #8 SCREWS @ 16" O.C. 6-5"x 5'-e" - -- - -- - K' VERTICAL- 8 HORIZONTAL- 8 - - -_- - ---- - _ -- - - - SIIRcwr PRov ABL FL.DvOUI,EH swrtca+ _ _ _ 2N0.FL OVERWRITE SWITCH.PROV.MIN,3B"k 39' - SIZE AS RED IN CEILING LOUVERW LOUDER UNi�IN CEILIND OF 2ND Ft-, L VERTICAL - @HORIIZONTAL- 4 3'-1 x 3'-1^ NOTE! #8 SCREWS Cl 16" O C REFER TO A.1 &A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. VERTICAL- 6 HORIZONTAL-e IBI O-C 5'-5 x4'-@" 12 - 1 1/2" #8 WOOD SCREWSV.I. - - - -- _-- --- - _ - _ -- - #8 SCREWS @ 16" O.C. -- - 5._5� x 3�_O.� 10 F - - - - VERTICAL- 4 HORIZONTAL-6 12 12 16 - - -9 S V I. __ 4Q #8 SCREWS @ 18" O.0 6-O" < PANEL e'-O" < PANEL 2'-O" < PANEL - -' _ ..P" 4'-9"x 5'-1" SPAN < 8'-O" SPAN < l SPAN < 6'-O' - - - __ - - - - - - VERTICAL- 8 HORIZONTAL- 6 - - - - - - -. -- __ _rI 19 � t!2 I I I I - #BSCREWS@16 o.c - -- - L A Ii ][l<- i i LII_ � 7RI I - 11 . 31 +0TI( 11I11 Q„ z'-sxs_s,. r-��= - TI II Nil - _ VERTICAL- 8 HORIZONTAL- 4 .R.. VERTICAL B@ROH ZONTAL- 8 5'-1 'x5'-8.. ��L��� � �ISIJ .JII �I� = c= fl TJh � Ih1� 1TJ�I lNIL-� . T7 V.LF �Tc �TI�i[i�� ! 1!H1i�I�TT_ -11 R„ 3'-0' x4,_,�, III IIA III III II I I VI I, r 1 #8 SCREWS @ 16" O.C. II II h., 1 11 'P VERTICAL - 6 HORIZONTAL-4 I — —JI I ; I. ] IIs ILI L '- I I I 1 �G )( + - I QI I r Idl- A ' 'LT � i L�11T` #6 SCREWS @ 12" O c III VIII III III II III I ➢ T ➢ II! [ i 31 VERTICAL- 14 HORIZONTAL- 4 3'-e x 7-2" III !IIII III III III LLL= — JJ TIT ' 3'_8• x 7._2,. I I I I I S Ij VE SCREWS @ HORIZONTAL LL —I1 - - 1 IJ 9� 4 � � I i'1 r` _ y 7 LJ.I �, #B scREws @ 12' O.0 6 5 _ _�I� JI I 26'-11° T ' a fLiil � til�!�`!TC - - 2 } VERTICAL- 14 HORIZONTAL - 4 II IIII II I r I � I ' _ _ 51 z„ x 8_8,� L J J L_—_J [f�_ I� il it lT � n Ii 11fT�il ZLLI� [, ) 1 L 4 -t _ _ _ _ _ _ _ __ - _ _ - #e SCREWS @ 12 HORIZONTAL- 9 L _ _ I J _— _ - _ - - -- - - - VERTICAL 16 HO ! 1, I T r ] T [_L - - - — - -' >> " O.C. ? �- 23 7 W VERTICAL- 16 HORIZONTAL-3 3-2 x 8-e ,[I �_ it I 1 ' ui #e SCREWS @ 1Z" O.C. W VERTICAL - 16 HORIZONTAL-4 3`6" xe'-e" ® T" ,I T I, T ifIl ! II I1Y I I iIIi IIT�11V_ l'11_ Y �i '�[� II i!�d i I I1 r L I X I J 1 T I7I Il,r 1 �L I I ➢ 1 I-,_' �L, 1 � P - I - 1 I hI �• . I I'- 'I i PRUVIOE 6" 'AZEK" TRIM OVER 5/8" COX. JI I #6 scREws @ 12 o c i I T o 11 I �_, 1 1" L1 3'-2' z l-2" �� _ VERTICAL. - t4 HORIZONTAL- 3 L �. I � i I !, , 1 [ � T t I l l I ' lit F o f .I I �,. 1 7 [I I PLYW"DOD BLOCKING (TYPICAL ALL AREAS) #8 SCREWS c@ 12" O.0 [ T - I,�I+ Irl 1T1R t L l TT ' 1 I I I-I ' L� 1 :.T_ 'If {I ❑❑❑❑ II : ❑❑❑❑ VERTICAL - 6 HORIZONTAL- 20 @-e Y. 2-2 I I o 7 1 { d l 1 II f , 111 i ❑❑❑❑ ❑❑❑❑ uj [l I� I ? 1 V 11Y u � � a l IJ J. li _Ll lE ' ll ' ll lli 111 Ila, I " s I ', PROV,QUALITY EDGE SIDING , i �1 F - ° 7 r II CIL,, I I { T. A,f "17t J J �. - sl ❑❑❑❑ t - ❑❑❑❑ BY TRU-SHAKE - COLOR WIC 11 j ER e l j ! J I [T C + r F h '' I J , A-- 1 6 I 1 APP. EQ. (TYP. ALL EXT WAS ) T J t l 1 1 T I L I V i T I,1 T ', +1! I i- f I I a - t Ir l ' I ! IT N �J , NI" & I I = IJ ! I I -N ❑❑❑❑ II �� ❑❑❑❑ p 1 lI [i11fN ITT T — - - I L .L � ITIT3 _L I ,11 ITF T4 ,fI ! NI 11 � IY i � L 1 - I - . . I IL, Il ,lu Il„d `I (� 'D NORTH EAST ELEVATION PROV. 4”WIDE AZEK TRIMBOARD FOR ALL FASCIAS PROV. AZEK BEADBOARD FOR ALL SOFFIT AREAS PROV 40 YEAR "GAF" ASPHALT - - - -- --- --- - -- --- - _ _ — ROOF SHINGLES. (PR ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER EDGE 12 WATCH" UP 2'-0" OF ROOF EDGE - ---. - - _- - - " _ W PROV, CONT. 6" ALUM GUTTERS & LEADERS. (TYP ALL AREAS) , - - w� r T' ]I r ' 7 [ .. ill VS 1 I l 1Tyi �l''ITX1'1i 11 JT , 11JI o a 1 ll IT IL w o [ 1 1 ftl RI I N II [' T TIL 1 JLIiIiII.I[�TAII1 it I i!llld - - I N v I PROV. QUALITY EDGE SIDING - iI I ,i j I BY TRU-SHAKE - COLOR WICKER I 9[JII� O IIT 1 i APP EQ. (TYP. ALL EXT WALLS) ' ,; . [ I r ; l, ra :� T7' ILJ_r; . 1. rril — [ °•_ T I_II ,_ L,,l_ . s IP i ,, _ !iT 1 I _ - - T JT . d 0 SLI I _I I „ i I , z SI I>I➢T € . . _ 23' Z ��u ]f', T °_111 L-I ^7 T I 1 �N"I i L if, 1 T� L IC 1� -YT��]L.�I] P' _ . I_ r1 . . 1 - €T b 9: I . . 11!' lIF6 I [ 1 j. , ! 'ilt„i'' Ill , IfllTl � ! 9¢ d ¢ JILU1 I IL IL I TNI-II ➢ I - - II) I I ” [! i -. � , -1 1 i J„ ) I_i PROVIDE 6• "AZEK" TRIM OVER 5/8" CUX 7 w fL t �F I I T_ I I ! I 1 - I - T k- I T I'll . I 1-.I, - e f r I 1' II ! I i ' - PLYWOOD BLOCKING (TYPICAL/5" CDX A L �1T1 _IIT I l i ➢ J �L 11 . �1 II „ l 1- 17 L 6 irr T ' [I I Ii } aJ C i' R ( L i ' t III ! 1p pw ow 1yT 1110. ' I P_ I Ig [ I i i �I , IT_ , II" ' IIIIIIi ' III ; II , 11, 111 II - , Ili lll � ll 11 ' I ,i ,l p w 11 _ I;T, u �` I ( � l . T [ IIV [' � 1 Ln ' ?'hr c - i .tr 1 � [ „ r , ! - ', I_ � waNa N - i III IL 1, 1 LIT ➢ ➢ ��) f + L,! I ! , i 7 TI !7 ' ` L' ° ' I II TTI -V-LII-LI -T IIII I [ it IIII I I!, Il 1 I [ ��111 ' No �o TI,F` I+[, �Tl _II-¶ fT,, !T1 -� ! : 8 �`_ ,T , J `I I I - N 'T�r 17,:➢_ � rd R",_ �I i � Il x � L I 11 [�_ IrT,�_T i T. Tfl 1T 1 , 1 `r l l?J!' I 1 VIII t l ]I I f ! , IIII I - [ � 11 T ! ' . 1 -- , a _ ( pI, � � T I' ii' I ' �� I ; IT if IIS_ ' i,'_ I _I c° a II 1`1.d II6_ � I liV I1< I V II � o T 7- I L !T !TI 1 IlI TT L 1] Tl�"II d 11111 ` I J, 1 m u l L2 , Ii ➢ Zl , , 1 f . ' I '-[ [T r F d A l l T Ii TIS _ 1 . jYINl Yi T I T L "I.➢ LIp ' J� i 1 ,! < 1 l T , ; ,I N m m •�;'r ° vc �` ,N 1 - _ _7l I f _ _. - ��I SCALE - r� J y _ I.(1Ii_f I "4-I'll F� IC I� �f1ITI�,i1 !1,It �1 I lI ]i I B J [ 1 DWG. NAME: UNDER ENGLISH LATTICE �G �r JL"- ELEVATIONS �- - �' PROPOSED UNDER ALL DECK AREAS SOUTH EAST ELEVATION "° I1n ss � _ v DWG. NO. r GENERAL NOTES: HEATING & COOLING PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NOTE:_ w + CRITERIA ZONE 1 1 B WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. GENERAL CONTRACTOR SHALL VERIFY z 1 FAMILY DETACHED DWELLING DETACHED ONE FAMILY WALLS, r Mme( O MAXIMUM MAXIMUM DESCRIPTION INSULLATION THAT THE HEIGHT OF THE STRUCTURE v e I04 R-VALUE U - FACTOR XAREA = UA DOES NOT EXCEED THE MAXIMUM ZONE 1 lB MODE HEATINC30R000LNG .1HEATING GLAZING CEILING XTERIOR WALL FLOOR BASEMENT WALL-1 EL SLAB PERIMETER CRAWL SPACE DEGREEE DAYS CEILING R-8B 0.31 3, . 1,108 HEATING DAYS =- 5750 ROOF CEILING 0031 U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE 575 SQ.FT COINCIDENT WET-BULB TEMP 74 HEIGHT OF TOWN REQUIREMENTS AFTER O Em+ = SUMMER DESIGN DRY- BULB TEMP = 83 UNHEATED SLAB ON GRADE 45 ZONE 11B INTERIOR FLOOR R-21 031 1,700 SQ FT 527 FRAMING THE SECOND FL. AND RIDGE a o WINTER DESIGN DRY-BULB TEMP - 11 5750 0.45 R-38 R-18 R-19 R-70 R-9,2 FT R-19 EXTERIOR WALLS R-21 0.31 4,085 SO.FT 1,266 IF MEASURES HIGHER, ADJUST ROOF u o BASEMENT WALL fl,b. 0.1 GLAZING U FACTOR 0.45 PITCH AFTER NOTIFYING THE ARCHITECT = O CEILING RVALUE = R-38 NOTE: OF THIS FIELD CONDITION . EXTERIOR WALL VALUE = R-21 - ALL DECKS MORE THAN 30" ABOVE GRADE CLIIIMATE-SPECIFIC REQUIRED & PROPOSED WALLS, WINDOWS, AND DOORS FLOOR R VALUE = R-21 OR WALKING SURFACE BELOW SHALL BE PROVIDED WITH A MINIMUM 36" HIGH GUARD PROPOSED MINIMUM NOTES: INSULLATION U DESCRIPTION DESCRIPTION W - PROV, a MAX. SPHERE PASSAGE R-VALUE U - FACTOR XAREA UA TOTAL EXTERIOR WALL SOFT. = 4,085 $Q.F7 R-VALUE R-VALUE TOTAL WINDOW SQ.FT = 1.172 SOFT WALL R-21 U0=0 14 4,085 SO FT. 572 W m a TOTAL DOOR GLASS AREA - 93 SO FT. WALL TYPE 1 8" P.CONC R - 10 R - 1 O 8" P CONCRETE WALL ON TOP OF A CONT, FOOTING. FENESTRATION AREA - 1,265 /4,085 X 100 = 30 WWR WINDOW R= .3 /SQ.FT 035 1,172 SQ.FT. 410 000 WALL TYPE 4 2'X4"W D.STUD A - 13 R - 13 2" X a°WOOD STUD WALL WITH 1/2" GYP. BD M a TOTAL SOFT AREA - 3,575 SO FT WALL TYPE 3 2"X6" W D.STUD R - DOOR N/A 0.- 93 SO.FT 33 O ti 21 R - 21 2" X fi"WOOD STUD WALL WITH COX PLY WD. �' h � MINIMUM EQUIPMENT ROOF TYPE ASPHALT SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE PERFORMANCE FLOOR TYPE ( 2" X8' ACQ N/A N/A 2" X10"AGO DECKING 1°d FLOOR TYPE 2. 2• X10" CJ. R - 21 R - 21 2" X10"CEILING JOIST @16" OC FLOORS AND FOUNDATIONS EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR PERFORMANCE ROOF FRAMING 2" X 10" IF R. R - 38 R - 38 2"X. 10" ROOF RAFTERS Q 16" ON CENTER UNCONDITIONED DEPTH R - FACTOR F- FACTOR X PERIMTTER - UA OIL-FIRED STEAM AND ROOF FRAMING 2" X W C: T. N/A N/A 2" X B" C T (W 3' ON CENTER DESCRIPTION DOE 10 CFR PART 430 HOT WATER BOILERS SUBPART B. APPENDIX N AFUE 80% SLAB 4" P.CONC. R - 9,2 R - 9,2 4" RCONC SLAB ON COMP FILL WW W M 6 X 6 REINF BASEMENT WALL 300,000 BTU/H. 8'-0" R= 9.2 0 Sfi I61 LIN.FT. 90 BASEMENT WALL A-0" R= 9.2140 LIN FT 78 UNHEATED SLAB 4" 2,228 SO.FT TOTAL PROPOSED UA 674 W � GENERAL FLOOR PLAN NOTES NAILING SCHEDULE CLIMATE AND GEORGRAPHIC DESIGN CRITERIA V >- 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS) PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) W 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING, CONNECTION FASTENING SPACING w Z TAPE, FLOAT, AND SAND (3 COSTS). NO. COMMON GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD Q 3 WAILS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 51e", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED),i0P16" O C. 3 8d PER RAFTER SNOW DESIGN DESIGN UNDERLAYMENT AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP REQUIRED REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 CEILING JOIST TO TOP PLATE 7OE-NAILEDI 3 Eld PER JOIST DEPTH 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 (CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3 7) EACH LAP LOAD BEARING " RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL VALUE OF a CEILING JOIST LAPS OVER PARTITIONS EXPOSURE CATEGORY S SOIL 3,000 PSF MODERATE TO SLIGHTLY TO '(FACE-NAILED) (SEE TABLE 37) EACH LAP 45 PSF 120 MPH 8 "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 11B = 11" YES GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (BEE TABLE 3.4) PER LIE USE-16" 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END 1. ALL WALLS, 2"X4" AND 2"X6". TO BE STUD GRADE OF BETTER 16" O,C ALL OTHER FRAMING MATERIAL - .RIM BOARD TO RAFTER (END-NAILED) 2-18D EACH END Y TO BE "Y2 DOUGLAS FIR OR BETTER. + 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED, a TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 BD PER FOOT V 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE DESIGN CRITERIA UNLESS OTHERWISE SPECIFIED 10 STUD TO STUD (FACE-NAILED) 2-1eD 24" o.c' REF. TABLE 1609.6.2. 1 (1 ) 4 PROVIDE X-BRACING OR SOLID BLOCKING ATA MAXIMUM OF 8'-0" O'C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS 11 HEADER TO HEADER (FACE-NAILED) 16D 16`0 C, ALONG EDGES MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH Q 5. FLOOR CONSTRUCTION 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR FINISHEO MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (ENID-NAILED) 2-16D PER 2 X 4 STUD ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba r n C APPLIED OVER SUBFLOOR, GLUE AND SCREW/ PLYWOOD DECKING TO FLOOR JOISTS - `(f Z 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST WIND' LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (21 2"X10" UNLESS OTHERWISE SPECIFIED VELOCITY DIRECTION ANGLE ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-160 PER FOOT END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD 7 PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST W/ALL ROOF WALL ROOF WIN ARE WINDWAR LEEWARD END INTERIOR 8 ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH EM1ID OR AS SPECIFIED ROOF ROOF ROOF 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 10 TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 2-BD EACH END 120 TRANSVERSE 30',ANGLE - 45' 25.7 17.6 20,4 14.0 99B 6 -13,4 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS.11 PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTEF. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-1 BD EACH BLOCK 23.7 ALL ANGLES 228 -119 151 -7O -27.4 -19 1 12 1 -41.1 -32 7 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST GENERAL ELEVATION NOTES 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-80 PER JOIST 20 BAND JOISTS TO JOIST(END-NAILED) 3-160 PER JOIST DESIGN CRITERIA 1. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-161) PER FOOT REF. TABLE R301 .2(2) CHIMNEYS PROJECTIONS, AND PENETRATIONS AS REOUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 80 (SEE TABLE 3 8) PRACTICES, AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) H 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS 23 DIAGONAL BOARD SHEATHING WOOD FRAME CONSTRUCTION W] 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS V X W OR 1" X e' 2-81) PER SUPPORT ZONE ROOF > 30` -40" X 1,53 ROOF > 30` - 40' X 1.53 WIND SPEED 02 1" X 10" OR WIDER 3-80 PER SUPPORT 3 23.7 38.3 -30 3 -46.4 120 M/HR 0G GENERAL PLUMBING NOTES E- 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 70" FIELD ulQ 25 STRUCTURAL PANELS 80 (SEE TABLE 3,8) DNQ 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND N0 SAFETY REQUIREMENTS. 26 FIBERBOARD PANELS INTERIOR ENVIRONMENT o 2 IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7,16" 6D 3" EDGE/6" FIELD Q EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER SECTION 1202.4. 1 & 1204. 1 R-3 SINGLE FAMILY RESIDENCE 25132" eD 3" EDGE/6" FIELD LIGHTING NET GLAZED NET GLAZED OCCUPANCY & HT. CLASSIFICATIONS V) m -- USE SO. FT. OF AREA VENTILATION/SO FT $Q FT AREA % AREA % USE MIN REQUIRED PROPOSED MIN.REQUIRED PROPOSED GENERAL HVAC SYSTEM NOTES 1ST FLOOR SLOPE HT iFUReo 14r SLDPE HT,FUREO AT 27 GYPSUM bVALLBOARD 5D COOLERS 7" EDGE/10" FIELD Ge.RAGE wR 4w so E-r N/A Ire- WE sw 2 28 HARDBOARD BD (SEE TABLE 3 9) GARAGE 483 SOFT. 10 SO,FT, 2% 5 SCI 1% LsuHOgr Rr.1 r+IR 122 So ET N/E 76 WR 9.p KI'CHEN 5U BQ.IT 140 60 R N/A 7'6' NIR f3'-O" 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS BD (SEE TABLE 3.9) LAUNDRY RM 122 SOFT 18 SO.FT. 15% 6 SO.FT, 7.5% _ p ir SAFETY REQUIREMENTS. DRAINS RNI 50 SO,Fr 2005O.ET, NIR 76 IDR a-m 7 30 DIAGONAL BOARD SHEATHING KITCHEN 140 SQ FT 14 SOFT. 1 O% 7 SO.FT 5% E I K NSR Iso so ET NM 76 NIP R'-a' D m 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE mo EQUIPMENT SUPPLIER 1" X 6" OR 1" X 8" 2-8D PER SUPPORT E.I.K 150 SQ.FT 212 SO.FT 141% 108 SQ FT. 705% uvINGRM 5080 FT 497 SO Fr NIA 76' N:q 9-D^ Lu 3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL FO.ER wR s2 so ET NIR r6 NIR CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL 1" X 10" OR WIDER 3-8D PER SUPPORT DINING RM 697 SO FT 395 SO.FT 57% 197.5 SO FT. 28.5% SI fTIPIG Rrn 8o SO ET 16a so ET NIR r6` NIR 31 STRUCTURAL PANELS LIVINb RM. M BATHFOON 3D 5o Fr 115SQ Fr WR 7@ 14IRI- m EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 oRLEss eD 8" EDGE/ 12" FIELD BATHROOM ( 5o SQ.FT aSQFT. 8% 2SQ.FT. 4% e rHRooM1 30 so. 50 SQ.FT. WR R wR a-a• Da GREATER THAN 1" 10D 6" EDGE/6" FIELD FOYER 62 SO.FT. 45 SQ.FT, 73% 22.5 SOFT. 36.59. B^THROOM 2 30 80 ET 46 SQFT NIR 76" NIR T' 5 W M BEDRDOIA 70 SO F! 341 SQ Fr NM 7'6' NlR 6'-a' _D U 32 DIAGONAL BOARD SHEATHING BEDROOM 1 140 SQ FT 24 SQ.FT. t 7% 12 SO FT. B.5% M C�OSU wR 1su 60 Fr NIR 7'e' NIR e'-0^ D 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM Lu 0 7"X 6" OR 1" X S" 2-8D PER SUPPORT 2 ND. FLOOR BEDROOM 1 7D so FT WI so FT NIA 7B' NIR v-0• 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES A00`JE FLOOR. N W 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET 1" X 10" OR WIDER 3-8D PER SUPPORT BEDROOM 2 197 SQ FT 14 SQ.FT, 7% 7 SOFT 35% BEDROOM 2 70 SQ FT, 187 SOFT. NIR re Nn 6'-0' SCALE: 4 MINIMUM OF 5.0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS BATHROOM 2 46 SO FT. 4 SQ.FT. 8% 2 SQ.FT 4% ' NAILING REQUIREMENTS ARE BASED ONWALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE 1/4°=7'O" 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ON-CEINTER AT EHT PANEL EDGE M BATH 115 SQ.FT. 24 SQ.FT 21% 12 SQ.FT, 10.5% LL 6.INDOW MINIMUMS OF 9REQUIRED QUARE FEET NFOR DOOR HORIZONTAALRDIM NOW TO BE FULLY OPENED. TO OBTAIN HIGHER S ON, MINIMUM WIDTH OF 36 INCHES DOUBLED,BE UOS DAT MAINE NOTHE LOAD PATH H AS R CAPACITIES. NAILING SHIREMENTS EAR PLATES,FOR STRUCTURE MEMERS SHALL BE M.BEDROOM 341 SQ.FT 100 SQ.FT. 29% 60 SO FT. 14.5% ``pJ . {.Yl o„' C44,i DWG. NAME: (ENCROACHMENT OF 6INCHES PERMITTED FOR LADDER OR STEPS). eJ y� ENERGY WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS. THE TABULATED NUMBER OF SITTING AREA 154 SO.FT 125 SQ.FT 81% 62.5 SOFT 40.5% ti a 7 PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PERM. CLOSET 150 SOFT 72 SQ.FT B% 6 SQ FT 4% �6 pq CALCULATION B BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT NET CLEAR OPENING REQUIREMENTS TOTAL 2,847 SQ.FT. 1,001 SOFT. 477% 1 500.5 SQ FT. 238,54 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. 0 IR1 !/�` FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND w PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION WALL-TO-FOUNDATION) N . o PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST& PAPER ASSOCIATION) r . i 90 100 1t0 120 _ PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 33 v CONNECTION: NUMBER ROOF SPAN U L 5 U L 5 U L S u L S _TES ANCHOR BOLTS c 1/2" (AMERICAN FOREST& PAPER ASSOCIATION) g0 100 ,1 O 120 w OF (FT) FASTEST-MILE WIND IND SPEED FRAMING SPACING ROOF SPAN STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) " NUMBER OF SD COMMON NAILS 00 20 58 881 284 88t 206 - 6B1 291 681 90 100 110 120 (IN.) (FT ) END OF 1-1/4" X 20 GAGE STRAP''' G } N 24 89--- 325 260 358 12 2 3 9 3 O z ^I SILL PLATE TO _ __ ___ ___ ._ - - - "- CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT 16 2 3 3 4 ILL PLATE 2 28 1,9 388 314 426 (FT,) SPACING (IN ) _ _ _ (CRAWL SPACE OR - -- -- - SPACING (IN ) 447 388 20 3 4 3 4 E `^ BASEMENT) 32 149 __ 493 A. .A. 36 179 509 422 561 u 18 - 24 3 4 4 6 2a 58 43 421 128 76 421 206 13 421 291 254 421 -- - 28 3 4 4 5 - _- 28 89 - 170 260 18 8 3 3 3 3 WALL BOTTOM - - _ 35B 10 3 3 4 32 4 FOUNDATION - - - - __ — .__ - _ 36 _ _ - _ 4 - -4 .5 7 - PLATE TO y'n 2 32 119 211 314 426 - - - - 1 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR BD COMMON NAILS. U4 CONNECTOR UPLIFT LOAD, W 36 - 149 N • 253 N , 368 N• 493 = WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) (SLAB-ON-GRADE) - -- - 179 " 294 422 661 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) TO A 2 X 8 TOP PLATE, U = CONNECTOR UPLIFT LOAD. ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSE (2/3 X 15 L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PST), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) CREASED WAD T 1 NAIL AT EACH END • FOR WALL-TO-WALL AND CH END CONNECTIONS, THE TABULATED NUMBER • ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION Ll 4 ' OF NAILA SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEIUNG DEAD LOAD OF 10 PSF(2/3 X 15 PSF). ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT FULL WALL ABQVE LOCATED WITHIN B FEET OF BUILDING CORNERS. 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH - 8D NAILS SPACED MAT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED r WALL �-- WALL �WALL FASTEST MILE WINDSPEED (MPH) 5" I 4„ 4., WALL WALL PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST& PAPER ASSOCIATION / — / 90 100 110120 30' --� I 1 L' U' S U. L' S U' L' S U' L' S \, U 0 RAFTER/TRUSS ROOFSPAN SPACING (IN.) (FT.) y _ i REQUIRED CAPACITY OF CONNECTION (LBS)"' 1 12 193 191 280 264 235 280 341 284 280 427 339 2B0 LIJ - --- -- -1g '"- - - _ -2 - - - 326 421 526 31- 24" CLEARANCE CLEARANCE W Z IN FRONT OF OPNG. 20 282 386 600 626 TOILET, BATH AND Q 16 24 327 447 660 726 � I SHOWER SPACED - _ _ 2B - "-37,1 60(9 S- 66D e26 CALF: 1 ' — 7 /211 32 418 570 740 927 I- - - --- -- - - - - -- - -- --- - -- v./ 36. 461 632 820 1027 LY — CONNECTOR UPLIFT LOAD. L• — CONNECTOR LATERAL LOAD', (PERPENDICULAR TO THE WALL) $ CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSE). U ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN B FEET OF BSUILDING CORNERS. a'vENr s"vENr a VENT • TABLIL4"I'EA UPLIFT LOADS-ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION avENr . CONNECTIONS. TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLR FOR EACH FULL WALL ABOVE. ,— TABULATEO LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE I PERMITTED TO BE.MULTIPLIED'BY 0.60. _ - . . - .I' . �,� - Q I . ms � I : s. - � G SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS I I I I I PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST& PAPER ASSOCIATION) 1i2"ANCHOR BOLTS 5/8"ANCHOR BOLTSI, _ FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED j - (MPH) (MPH) �� - ' n,wsltR eAn+rroors BArNRo01,1 SHOWER 90 100 110 120 90 10 0 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT, CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) Z W SILL PLATE TO FOUNDATION" ( (CRAWL SPACE OR BASEMENT) 2 STORIES ALLY 23 e. s1 K j OW S &NK B SINK �� I-S 3" 19 28 li _ (yi r', 1-3 STORIES - ' _ _ - - - _ - - - WALL PLATE TO FOUNDATION` B�1HruB w c (SLAB-ON-GRADE) e' 36 57 s'vENr y k U = CONNECTOR UPLIFT LOAD - I Lai 0 L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) Tq,- - 5 ' " ' ' ° 2 12` L 1iz zlrr to s t,r2 - W O =SECOND FLOOR #' a ; ' 4 r c.o - S — CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) e 1f xa N { ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 {AUNOPYfiQOM BATHROOM klTsnEsl ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). } • ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 ELF) BUILT t IN ACCORDANCE WITH BECTON 3.4,0. • ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6"O.C, (421 ELF) BUILT I D IN ACCORDANCE WITH SECTION 3.4.4. -it �I I - 0 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS �� RESISTING UPLIFT F�5 LnL SINK WA9 ER B,&N KITCH N SINK \\\V1111,^"°wryYY,Y D W PRESCRIPTIVE DESIGN TABLE 3.28 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) u -1h Jd�'4 DF C ¢ CJt NfJ(� . jJLG j" � , BATHTUB W.0 � �lV �p D a. 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS " 1 0 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED a I W R (MPH) (MPH) FIRST FLOOR 4 1. R rLE v 1 2L2" 212' 90 100 110 120 9D 100 110 120 -' ' �- " " ' 21fro� .�C.O.ANCHOR BOLT FOUNDATION SUPPORTING' MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT Oy,. 4..CONNECTION SPACING (IN.) SPACING (IN.) 4" a" <" G LE & SILL PLATE TO FOUNDATION` 1-3 STORIES 72 72 72 72 72 72 72 72`ORAWL$PAQEQRBA$EME" PLUMBING RISER DIAGRAM RISE `1/8"SLOPE PER 7' ,/8"SLOPE PER 1' DIAGRAM WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 26 25 51 42 36 32 �4"TRAP - 4' TRAP (SLAB-ON-GRADE) . __ ____ . . __ _--_ _ _.. ___- _ - -_ ____ "_ _ _ __ . . TO DWG. NO.: �ANOI PP SYSTEM N ,T.S. SANIITARY BOYSTEM '/ i A. 6 FOUNDATION NOTES : DRAWING_ LIST : � I 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INICH SUBJECT TO A.SITE SITE PLAN W INSPECTION AND VERIFICATION. A.0 FOUNDATION PLAN �� f 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL A.1 FIRST FLOOR PLAN p BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. 50' A.1-1 FS STEP SECOND FLOOR FRAMING PLANS � IV 4' STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. F 3. ANCHOR BOLTS TO AT LEAST IN DIAMETER AND OR IN LENGTH WITH A A,2 SECOND FLOOR PLAN ] �+ MAXIMUM SPACING OF 4'-O" ONOCENTER 0 R MAX, 1'- " EACH CORNER SPACING. A.2-1 SECOND FLOOR CEILING & ROOF FRAMING PLAN II m a 2 - 2" x10°ACQ' A.3 BUILDING SECTIONS 4. ALL CONCRETE TO BE 1:2'3 MIX; 2500 LB CAPACITY UNLESS OTHERWISE NOTED CONTCONT, GIRDERS f p (TYR.) \ A.4 NORTHWEST ELEVATION OR SPECIFIED. ( O o 3" P CONC. FOUNDATION A.4-1 NORTH & EAST ELEVATIONS 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE PROV. V-6" X 1'-6"X 1' D. O i .�. ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID P CONIC. FTG. (TY P.) FOOTING (TVP ALL) A.4-2 SOUTH & WEST ELEVATION WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO 5'-10" PROV. WATERPROOFING 6'-g" 7_8" Z a COURSES DOWN. SEE NOTE 3 ABOVE MEMBRANES (SEE A-3 FOR DETAILS) A.4-3 NORTHEAST & SOUTHEAST ELEVATIONS �' PER:A-S&A.STIR A.5 ENERGY CALCULATIONS I. 6 PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL '" q \ \ FRENCH D'o SYSTEM p / ,• ' - .' \ S- 5'-8" 5'-8" s E oq Oc s A.6 NAILING SCHEDULE & P.R.D. U � �+ PERIMETER SILLS. '� y. / \ A.7 CONSTRUCTION DETAILS 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR // �\ PRESSURE TREATED, \/K / 'r/ \ ', \ - - - - - - — - - - - - - - - - fi•� p, VENT W:' '^ t o I �-- - - 4" P .QNQSLAB .NQLEAN - - - WINDOW LEGEND : ,SII a SCREEN ,}{I O []' B'-0"H, FUL BASEMENT O• rt �rI 11COMPACTED FILL W/W.W.M. �\ NOTE, ALL WINDOWS TO BE ANDERSEN LOW E 400 WINDOWS 0 PROV, R-10 INSULATION I 0 LL 1 W/SHUTTERS, & FOLDING WHITE METRO HARDWARE. COLOR Mill FRENCH DR4IN sysTEnn r I I" h' _ 6 X 6 REINFORCEMENT. BE WHITE. PROV. WHITE FRAME SCREENS FOR ALL WINDOWS. III FOUNDATION LEGEND : A .. �I ' © (TYPICAL ALL AREAS I �yy(p�1 IIII € 0 0 I EXISTING BLOCK WINDOW SPECS itq, ij'illl IllJ�l FOUNDATION WALL OV ° 111 'jll © NEW B" POURED CONCRETE FOUNDATION WALL I X �TO BE REMOVED b' PANEL REFERENCANDERSON ROUGH ROUGH ^� ij fl( I 4' POURED FER TO OONORETESLABWTH6X610i1oW,W,MON CLEAN \\; \•\\CRE-NTNO l ^9'( N 11 _ — — ` --IF - - � - - - -- - - — , ^�-\, / i r REFERENCE U 2NUMBERE WIDTH OPENING I I �� PCEILING 1 �� / ® 6 3s IsnsCOMPACTED FILL. '\ \ _ ///INSULATION IN �e /\ .� UP' CW135 2'-47/B" '-53/8"\ /,\( TOTAL � 73/4" RISER .. . -- — \ ,� \ / / / '.,�".. � \ 1'-O"TREA '• ' 1 / / PROV� R-21 INSULATION `• ",. / 2- 2' X10'ACO. " ,\ \ / / / IN FLOOR ABOVE (TYP. CONT. GIRDERS � ^ ' \ \, / / ALL AREAS). EXIS G �'• (—JILL ELECTRICAL LEGEND : (TYPJ �+ A:�„ a. ` � TO BE REMOVED I N 4'STEEL COL FOR 15r. - — - - -- - -- - _ - -- -- PROV. V-6" X 1'-6" X 1' D. ; �% ,/ / /� 8'-0" H. BASEMENT , �\v \O PROVIDE A NEW 200 AMP F .OEl M s Pao RT P. CONIC. FTG. (TYP,) O / / / ./ r ELECTRICAL SERVICE ,�' �_ EXISTING BLOCK ,/ " \ FOUNDATION E=RIOR TO NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 2" X 10" ACQ m Q / / / T FOUNDATION WALL gy OsD " M n REGULATIONS T THE N.Y.B.F.U, ANDA CERTIFICATE FROM THE N.Y.B,F.U. IS TO RIM JOIST \v / �' I I I TO BE REMOVED BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. (ryp,) ,�' / // \ ''� I III NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE A / � � P ,�/// s aAoo UDAcaaa ecsE `\�(,( ° U UY NOTED, ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE / h - �'I 'PIT As RER III PROV. 5,�8" GYP ' f; V. R-21 UR NREQUIREMENTS BD. CEILING S. ELECTRICAL CONTRACTOR. 4" POURED CON.. PAD ! ;. [ / Q / !\ \ _ ` I / BOILER ONLY) sC FON coli So L oOR } P-P ABOVE PROV O.N O_ DOWNOTE: ALL ((LIGHT TRIMS TO BE WHITEITCHES AND S TO BE'LUTRON', "DECORA" IN COLOR CONICO PAD TO IBE 2"IBIGGERH [ , 1 r �.�// //��Sy11.AINION I�I� EXIST G GIRDER �� ` PROV,5/e F C \— PAN(SIZOI aUNITS W/ OUTDOOR COMPRESSORS THAN UNIT SIZE) ,j\/CE'L 7 cw SRO. (I)GR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT T BE EM VED I I W Z GFI DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT r' r ' "'? / / / ' L SEE NOTES FOR / EXI TING HEAT( G agov.azoN GAL FIRED a2EgLEss PINNACLE �` 'm 9 l//� �< ' ,ELEVATOR SY TEM TO BE REMOVED •„� O PI-eo aAL 111112, z i 4 r,21' DIMENSIONS 3 SIDEWALL VENT WITH S”CONCENTRIC $a $a VENT HIT IKCAvroE0lcvqDUPLEX SEPARATE CIRCUIT RECEPTACLE 73/4" RISER Z20 -O' i EXISTING 1 'WLL SWITCH FSYSTEM) $ I \/ 0 O REMOVE 3-WAY WALL SWITCH 4-WAY WALL SWITCH TR CEILING MOUNTED JUNCTION BOX eP. CONIC. FOUNDATION 01R IW( WALL W, 1'6' X 10 D. i' �,' / / / \ Y v : / / / —Dr. - tO �... .-T•1; Q3 FOOTING (TYP, ALL) / 1 / / / \ GFI LI \ l / - - _ — - - PROV WATERPROOFING SMOKE DETECTOR,/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED MEMBRANES (SEE A-3 FOR DETAILS" "— �sD TO CENTRAL CONTROL BOX. 'ROV. 2 NEW HEATING ZONES + 1 SUPERSTORE ZONE \ o \ / / "\ • / ' ^' / 'r /, /', '; 'ROVIDE A REMOTE ATTIC FAN WITH POWERED LOUVERS AND HALL CEILING FAN. PROV, OR INSULATION \ �'. �. / / / L 'ROVIDE A CIRCULATOR PUMP ON THE MANIFORLD AT BOILER LOCATION. ) \ \ IN FLOOR ABOVE, (TYP. f" 'ROV. A, NEW 200 AMP SERVICE )Y\ ,�\\ ALL AREAS) \ \ \ FI 1 \ /� . ` 8s 6 / / 4" P. CONIC. SLAB ON CLEAN COMPACT FILL, 1� 'X 9'TOP SLAB W/2'X 9' STEPS Q / z PROV, 2"THK. SLATE TOP. AND STONE ON PLUMBING LEGEND : � E \Tv�/ ALL EXPOSED SURFACES. 7. / \ , PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING IAS INDICATE VENT W/ H. BASEMENT F' ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. SCR( EKF , \' „�> 10 BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL / / ••� PROV. R-1 O INSULATION Y I \' / 2 NECESSARY DRAIN VALVES. .� , PROV. R-101NSULATIOfJ 0F PROV FLOOR DRAIN AND 10. GAL, SUMP. / / . \ FRENCH DRAIN SYSTEM / {,{, _/ / y \ , - ,. / / BEESITE'FbRti6GAt 1OAS OHB PROVIDE FROST FREE HOSE BIBS. // n / 4 `''"' *S SHOWER HEAD 4' / R / �� ', //gip \\ \\ /> / t�9� NEW 8" PWALL W/ 1'6OX . F FOUNDATION 4" PCONIC, SLAB ON CLEAN P. / P \ \ / i I / / N FOOTING (7YP. ALL) q.. / � i;'� . A / - COMPACTED FILL W/W,W.M.�F PRO 1, WATERPROOFING 6 X 6 REINFORCEMENT, / b 7'-0"X 1'-0"/ \ •` ' \ / / MEMBRANES (SEE A-3 FOR DETAILS) / p L (-TYPICAL ALL AREAS) / . / VENT W/ r U / ( REMOVAL OF THE EXISTING 6" P. CONIC. SLAB IN THE EXISTING SCREEN \� \ � / �` BASEMENT CREATED CRACKS IN THE EXISTING BLOCK FOUNDATION I';1: WALL, IT THEN REQUIRED THAT THE REMAINING WALL HAD TO BE REMOVED AND BE REPLACED WITH A NEW P. CONC. WALL, l i.il 1 p 90 0' WP. CONC FOUNDATION \ - Z WALL W/ V6" x 1W D. FOOTING (TYP. ALL) GARAGE LAB) Q PROV. WATERPROOFING / ! D FOUNDATION PLAN MEMBRANES (SEE A-3 FOR DETAILS) ';' / / O/ / Z QOZ LL vSI / iI I 0 E pHZ U � 0 zo FOUNDATION EXTERIOR TO Q W O HAVE SMOOTH STUCCO FINISH , D �4" P. CONC. SLAB ON COMP, / p1 Z W FILL WITH W,1MI X 6 REINF. / �.� / LL 01LI IrW FREIJCH DRAIN SYSTEM N 0 SEE SITE FOR LOCATIONS — ¢ LL Lu PROV. HAUNCH SLAB N @GARAGE OPENING. SCALE: DWG. NAME' I b / wuaunqu�Ui� FOUNDATION i TION "Si PLAN B 9pr WG. NO '. z FRENCH DRAIN SYSTEM.-- - - \ % ! �w '�'� - A . O SEE SITE FOR 0F I0