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HomeMy WebLinkAbout30349-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30963 Date: 06/03/05 THIS CERTIFIES that the building ADDITION Location of Property: 4965 THE LONG WAY EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 5 Lot 9 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 21, 2004 pursuant to which Building Permit No. 30349-Z dated MAY 24, 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 ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EMANUEL A & VASILIA MORAITIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 93710H 05/31/05 PLUMBERS CERTIFICATION DATED 06/01/05 K&K PLUMBING & HEATING t ori d Siciflature Rev. 1/81 Form No.6 -- TOR'N OF SOUTHOLD BUILDING DEPARTMENT — j TOWN HALL - �' k I (�i 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCYt t � ! �� This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation front Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1'0 lead. 5. Conunercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance tom architect or engineer responsible for the building. o. Submit Planting Board Approvat 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 L 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 �7 Date. ! t� New Construction: Tv -existing�B/uiilldingg: (/ (check one) Location of Property: 1 't' :, %✓�i I tt �l, C House No. "��, �� Street Hamlet Owner or Owners of Property: C-I� A 7L Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Perritt No. 3 0 3s �f /q, Date of Permit. oApplicant: n Health Dept. Approval Underwriters Approval: Planning Board .approval: _ Request for: I emporary Certificate Final Certificate: (check one) Fee Submitted: $ 0� � Applicant Signature xz • G�� 1� co �3o9G 3 ■ �gUFfO��-c0 w � Town Hall. 53095 Main Road y � !� t--ax(631) 765-9502 P.O. Box 1179 �JQl �a� Tek:phone (631)165-1802 Southold, New York 11971-0959 } BUILDING DEPARTMENT TOWN OF SOUTHOLD CE RTIFICAT' ION Date: , 7 Building Permit No. ---- (Please print) I Plumber: f /- P* I r-yq / A, _,� (Please print I certify that the solder used in the water supply system contains less than 2i to of I% lead. (Plumbers Signature) Sworn to before me this day of (160-z' , 20 o S-_ Notary Public, __ _____County LINDA J SimCOOPER ew York N M 6j �eMGI&W Co Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 5/31/2005 375 Dunton Avenue 93710H East Patchogue, New York 11772 (631)286.6642 Issued To: Mr. Manny Muritus Street: 40 The Long Way - Pebble Beach Village: East Marion Zip: 11944 Town: Southold Section: Block: Lot: Contractor: Lic. # Was examined and found to be in compliance with the National Electrical Code. Commercial - NV Defects 1 Pool 11 1st Floor XIndoor _- i Basement _ Hot Tub X1 Residential 1 Det.Garage Attic [I 2nd Floor 1 Outdoor X Addition i_ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 15 23 33 6 3 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1/30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: c Other Equipment �0 " 11 Installed Hot Tub 20/120- '" Hugo S. Surdi President rx Rough Inspection: 10/28/2004 -- Inspector: John McMahon III MI Final Inspection: 04/07/2005 N Inspector. John McMahon III Nl This certificate must not be altered in any manner. Inspectors may be identified by their credentials. .+x ,x N•WWIWIXWIMMWItRN1YINNWIYINW��w�W�wY1W� R'T':""P"+T--'T"W "'i^Ll_', J I[, ,. 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. 30349 Z Date MAY 24 , 2604 Permission is hereby granted to : EMANUEL A MORAITIS 222-50 GARLAND DR BAYSIDE,NY 11364 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4965 THE LONG WAY EAST MARION County Tax Map No. 473889 Section 021 Block 0005 Lot No. 009 pursuant to application dated MAY 21, 2004 and approved by the Building Inspector to expire on NOVEMBER 24 , 2005 . Fee $ 263 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 0 - mw A-37 2 �_`j0-- TOWN OF SOUTHOLD PROPERTY RIPCORD CARD -- DIVE R l AA VQ ilia U(C11�15 STREET/ VILLAGE DIST. SUB. LOT al�A (� f� t< d dI al- tDn' PE We- &,,,,A c9Yntf-TAC. (r, b. FOER OWNER . y f4nQ N E ACR. ! S U 0 - �i✓. t�d '� 4win rd . Kci , - (AA S W TYPE OF BUILDING e� /e 6 , ' ea/ I„c, :ES. P0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 16J R/ V OOCJ L— ea / Tnc, 7 o dtJ ��. ,1`3 D D t 0 0 S 8' 6 1 IZ t_ .e7 l(a ISF a i FFA L-9 7 ad l � 0 0 . X S,A21, 7 2 4 ? PtrL I Z2� I Zvi r I it Li ` - t.i [?ce I 300 / z a3 -, Z-L It 57 / 37- 0of�pte N ci 8 3 oo s �CzA V q?-L g�5 - `f im--L ! Zo3g= 7/7- vFfer��aha v r . -sly! 'illnhla CDnKITAr_c nni %A/ATCD Voodland FRONTAGE ON ROAD Aeadowland DEPTH louse Plot BULKHEAD otal COLOR TRIM M B 9• 25 x z9_ 725 -21 = 7c4 5.75 4o4s 9 S tension 19 K 3 o = 5`/o - - LS� - -Extension Extension I I I Foundation 7 Both Z �i Dinette r Basement F i Floors K. Porch Ext. Walls 21 CJC Interior Finish —=>.R LR. Breezeway Fire Place Heat DR. Garage r7 Z Type Roof LF Rooms 1st Floor BR. 1O gy x la = gp 1S Z Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway - r°t°' S 3 7 J+ SEP-16-2202 12:28 FPOM: T0:3ES23eG F.I'2 9lanni design 11 old cow path Wiler O(ace, n•y. I M4 631-�F�3�.262 Town of Southold Seoem6er 1S) %Do* BUROW Department Main Road Southoldt MY 119V Re. Morsitls Residence MC The Strand East Marlon, MY To whom R May concern, This letter is to certify that the anchor bolts and hurricane ties have been inspected a+ the above mentioned address, and that they are sufficient and comply with the state codes and re4uiremeMs. Thank you, Kenneth S. SehulmongRk �Fyr 4 765-1802 BUILDING DEPT. INSPECTION 4F DATION i ST [ � - [ DATION 2ND [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK Lo DATE INSPECTOR \ j 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ "ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ''--✓ Gi DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS- f r DATE I / Q INSPECTOR 1 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ >ROUGH G. ( ] FOUNDATION 2ND [ ATION FRAMING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� �� INSPECTOR 'v� FIELO-INSPECTION REPORT DATE COMMENTS __________________________ _ FOUNDATION ( IST) y It I �. II II q-VaI V MA FOUNDATION (2ND) ___________________=====1 ====_-_— ----- — IIII p i II II . ROUGH FRAME & II II PLUMBING n ii /1 o u' 7 - jam // INSULATION PER N. Y. STATE ENERGY y_---_ II n cln CODE II ii �II It III -� IIII II H -J II II _ It N -II FINAL II It --n II II ADDITIONAL COMMENTS: _ H °x ro H gianni design 11 old cow bath muter place, n•y. 1176' 631-*73-2262 Town of Southold May 171 2.004 Building Department Main Road Southold, NY 11971 Re: Moraitis Residence *0 The S+rand East Marion, NY To whom it may concern; Please find listed below +he additional information which was re9uested: 1)The existing septic system that is in place is sufficient to handle the load of the (1) additional proposed bedroom. %)The Playroom as called out on the 2n4 floor plan is no+ considered haOitaMe space. 3)The existing bedroom in the front left area of the 2n4 floor shall be furnished with new Andersen `CXW 15-' Casement windows, which satisfy all egress, light 4 ventila+ion requirements. Thank you, Kenneth S. Schulman, RA TOXVN bF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST $UILDING DEPARTMENT Do you have or need the following,before applying'? TORN HALL Board of Health_ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C.— Trustees— Examined 3L4 .C._TrusteesExamined_ 200-C Contact: Approved . . 20d Mail to: Disapproved a Phone: Expiration P ( a' . 20 L uilding Inspector M�Yt 3 12001 APPLICATION FOR BUILDING PERMIT Date MnRcH 30'" 200- 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 par 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. (Signature.4 applicant or name,if a corporation) DLD cold PnTH Mtt,t,Grc 1 o6> 1110y (Mailing address of applicant) State whether applicant is owner, lessee, gen architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises_ �-M iN<J U E L M O (`n L2 (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 pro osed work will be done: o rtffE C�A� f*T MAR N House Number Street Hamlet County Tax Map No. 1000 Section 9-1 Block 5- Lot_ Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy lt�p,N Yi q (_ -�pTv11 Li b. Intended use and occupancy 3. Nature of work(check which applicable): New Building .Addition ✓ Alteration !" Repair Removal Demolition Other Work - (Description) 4. Estimated Cost �l 117 Fee _ _ (To be paid on tiling this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. --- 7. Dimensions of existing structurPq if gnv: Front -� Int .Z Rear Z __ Denth S l . b Height ` 2$ .o Number of Stories- 2 Dimensions of same structure with alterations or additions: Front SAME Rear '�att1 . Depth '34-, 0 Height SoMe Number of Stories 2- 8. 8. Dimensions of entire new construction: Front — Rear Depth `� -L• Height 2Fj ,C=' Number of Stories 2 9. Size of lot: Front Rear 1S Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES % NO bAAO i Oe f-Ll 14. Names of Owner of premises ft1Hfl V MOFW5Address ZZZ-60 6A" L Phone No. 116 (b71 908 Name of Architect�0M 504uI,PV Address h OLOW.DNO Phone No `f-73 -ZZ&Z Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *N'ES ✓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. 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 ( Nl V'wq rJ being duly sworn, deposes and says that (the is the applicant (Name of individual signing contract)above named, (®)He is the A u--pi (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 he performed in the manner set forth in the application filed therewith. Sworn to before me this ? U Cayofrlvi c 20 c ^, Notary Public Sigtyiture of Applicant THERESA E. EDWARDS Notary Pubs^ Stare of New York P . - -4 oualir .- ,r:inty .j Cornmisa,on G:.,. L`J, 20�� / i r a,.oy. rfews�VEY ,>, ;;., .. .,. .. . . . TITLE N0: 0330?F35 Certlffactlons Indicated hereon Nanlly 4w1 this Plat of the hwoon•d t` N'aeienWOon of 4 rw.nl ratwy snd pblNA unOv r.�Y � �I III, aaaardanee with the eNlslln• Cala of Preotlea for l.ond iurwyetl' •1��:s Yee• L•nd•Lure' lolrq�toQdloortdatlend Yldl Mill orJy 1. . person for Whom the survey N PrcPenTd and an t"r Ushrd/ Is tM^II ..dad:l�ntlMta' slltUllon IIYtW •roan. ThM'ow111baUon is only for tM.�an w dseorlb rd hereon. It's not a aertansation of 11" ■Cn•la or frwlaffl! t - E�.gl'c n0. tron811MG N to addNtonol hIN1lUtlons or •uAasgGent fill . 4 . r. 141 Wil sp 01 V1 ''s`iAP.EN SPACE "E' %N�� r 0-48 do \ �����•°p��.``.JI•[[..JJ.�� n fir,, .s, �;,;�� Ldp,,. .•,� _., �: �• � N 56 N_ r LOT ci ?: C .N �. . Pu '•I)�, `LOT I r. t`• )t.,k' . ISD jtP q W r O , . v. S - 70 72,5113080 W gyp• �� .z , RAND Thu affects w almenslons te/oxil,: yl�i*a""% for a esppoono,purp9" and use. and IhNetore) we not Intedfl to Vuldc in Ihs snolloa of f•Iltl•�.J II LIR=•` t .adaworlr to NubUd!06 and any oMN aanskualbA:. aubwN and •ndtonnlsntd oond)UWM.elli'sN' nld.e •'':• . . . Ea&n•M% mald••.of-TAry of felwfl)'lM •'ipaa•YnMrle,are ao!'pM•d'a♦ •poll e1 MN shrAp '.•:, r. r •• ya�t� •. �.•.�.1 l�am•�,, {1ttNAUTHDRIZED ALTERATION'OI B .• IZG.'.�101a.�: ADDITION To THIS SURVEY 1.5.: Uarreit�,t.• NOLATION OI OEpTIDN 72oef'• THE N6W YORK'C- EOUCA • li6A i ;•� .. ,ya:C r)i: TIOII LANt ML zr LOT 139 - _ <' .'T MAP OF: FEBBLV ' r X-64 N04t P X SITUATED ATs y q:,.'.•._.; COPIES Ds THIS SUItVCY MAP' PAID' JUNE 11-:J9 wmarar.' � ' NppT 8 AW NO THE 4AND SUP.., V6YOR 61ONATU�'AND E CERTIFIED TO:.'• FIPA 002=0 S?AL SHALL'. WT Ir EMANUEL;arIN COb(SWRED ASTORIA FEDERAL»�. }1710N JOB N0. A030640 ` CHICAGO ' TITIE: I _ t•:',.. GUARDIAN " ' DATE JULY4. 2 b03, OR. A.V.R. CH. 'Wi1�Bi 1';:� ;° ��.l�.:i100Q'.SEC.'2 BLK. S L01 9 '':; ,� r�"� Sheet Residential Trade-Off Worksheet 2 12004 Envelope MAY P 002 New York State Entergy Conservation Construction Code Builde Nameto N 4 c;i- _ Date: '31221,04 Builder ress: Building Address: 40 1pre -t12a�t„�,p� F_grt MpXtVN/N,•(, Project Description 2,-3To" IF� phpb t+..neo Zone# Submitted By: G tf-Now 1 Ott-Slw Phone#: f,31 3- quea-2- PROPOSED REQUIRED U-factors and F-factors can be found in Tables 1-10 Ceilings,Skylights,and Floors Over Outside Air Description Insulation U-factor x Area =UA Required x Area =UA R-value U-factor Ceiling -1 .05 2S$,-7 ft2 13.1 ©28 258,7 ft2 Floor Over ?,2 Outside Air ft2 Skylight ft2 ft2 ft2 Ceilings: Total Area 258,7 ft2 Walls,Windows,and Doors Description Insulation U-factor x Area = UA Required U- x Area = UA R value factor Wall 12-13 O (o Z ft2 S3, 3 751e. ft2 e,. Window - 34 I O4,Co ft2. Door ft2 PRPP Sliding Glass Door ft2 . ft? Walla: Total Atea '75�,� ft2 _ Floors and Foundations Description Insul- Insulation U-factor --j--Area' _= UA Required U- x Area = UA Depth R-value factor Floor Over Unconditioned 12—t' d4 258.7 ft2 t2, OS 25 .7 ft2 ►2, Basement Wall ft2 ft2 Unheated in Slab ft2 ft2 Heated Slab in ft2 ft2 Crawl Wall in ft ft2 Total Proposed Total Re wired U' �C3�� I_ Ii4 f It8 Total Proposed UA must be less than or equal to the Total Required UA stateme �o�ptl�iano Thep' ilding design represented in these documents is consistent with the building plans,specifications,and other calculations submitted with the permit application."ffte"proposed buik�n ha been designed to meet the requirements of the 2002 New York State Energy Conservation Construction Code. ��� Col A�t�1 tD�C3l(oh 3 22�_ Builds neNO.026531Company Name Date XI New York rtft bode Enforcement _ �VI=YV F Applicant/ Date. Owners Na>ne: V Reviewed: Architect/ _ Date Engineer: Submitted: SCTM M: District: 1,000 Section: _42?L Block: Lot: ProjeoSubdivision Location: �l _ 71 4, L f,. Name: Single& separate Required certification: (Yes/No) Rcq. ��/� Req Y_aning 1)is(ricc II of size: `f// Actual:_���%{iC�(Q 1 (I m coverage �,-Azilfopmcl-r I Req. /�/ Req. (Tont Yard �rj�Proposed:�J [Side Ya 5� Proposed: ) (Rear Yard Proposed- l Project Description: la-d- AGENCANERMITS Permit REQUIRED FOR REVIEW _ NO YES Mum-bar Suffolk County Health Dept New York State D. Et Town Trustees _ '[own Zoning Board approval: l Town Planning Board approval: , Flood Plane Elevation??? Flood Zone: ,z�x 1\VLes: 4� . 4. 5 l ✓ / w © Paz S. NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE4P. Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANL = OOR SCHEDULE: MIQ-A,TEST REQUIREMENTS: Y/N l k;,, ESS 5.7 S.F.: Y/N Lf;HT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST - DATE REVIEWED: —/—/04 APPLICANT: DATE SUBMITTED: —/—/04 SCTM# DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z ,INFO ./BP -Z/C/0 Z- ' INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after Wll REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or NO DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE _/ / PERMIT#: TOWN ZONING BOARPI APPROVAL: YES or NO DTE: / / PERMIT#: TOWN PLAN. BOARD4PROVAL: YES or NO DTE / / PERMIT#: TOWN HISTORICAL/,PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- (_ SF)= SFX$ =$ +$ +$ _ $ 2. (—SF)- ( SF)= SF X $ =$ +$ +$ = $ 3. (—SF)- ( SF)= SFX $ _$ +$ +$ = $ FINAL TOTAL: $ i COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REO IRED AND CONDITIONS OF SOUTHOLD TOWN ZBA 112%�V I C7J "v ' ¢'+ L G• i F C� / I.L (c21 c p r I E Y N'— i c,j}VO/ F} C_ cmlu SOUTHOLD T W LANNING BOARD �j•+^lYi ,I"a Q9V;;70*Ir- u!�_ EF40, rv't{�.1 -44+-m1E'T � . � �>>�^''F'" SOUTHOLDT TRUSTEES N.Y. E dJ 2xln �sr-ibG^� }'sf K211U1� �sF-V�-T�' I _ _ 2xG far t�. I(r"tri:. W/ I 2'':.,�x j I ct}.!.r-Yn U:r^� 'to y+'�-tz+•t �'k t 5r}- Cl �/ ' - _._ Gui' a�i'� �'-'�h+=.sur I<x • r�r� • � �,�•� � \�\ t r • I F_ - ¢v-(w�• r 1``Nlsk W�'�• Wi�4� �1-1�� `�I��,.�r� � • I � - � 9 � � L•Ir-1� moi=• W-'��-be�.,l..., �i°z^T;y.r-+o) - r-=t.ie�r -I 4 r- T @, V Lo",rte - r6-I.I - - -- - - V7hC�t' Pair ° ,a 't (�,zx9� Lr<;vr���i -- ,, �' Tri I;. (_(�-~x..i s�:�'�- 1 E +-,., 4.;•Y \ : ' �,',,,:, `° g " 4`�'r�¢� P701'(L�-0 � 2�'��G \ --- "-' ro ` '�rr�kl'Fi�'PCY.'�i r f/`�1=',F' !'�.y`Fa•I ..1 �,.. '' ,, GS cera \ e.. .�t.�.5t•r. /� �6-��� N �"yJl✓.� k rhl�"'r�1:�,E�P #%'�, j=e�,e�Jra=j !..;,I,_� cv aA PLIInIRING A !� ALL P. ,Mbli 1 wSTE i 17 8 WPr �,n,F9 vEED dFJE '� TESTING BEFOhc COVERING ALL CONSTRUCTION SHALL MEETTHEFEnI [aF�,E'ITSOFTHE A°vtl �- - - �v/ ERCERTff-h °TION CODES OFv�JvYCr STATE. CONTLNI t -FuRE CERTIFICATION OF " `tgATF OF OCCUPANCYNAILING & CONNECTIONS S'EG IN WFlTER REQUIRED. YSYSiLM A,4NOT • EXCEED 2/10 OF 1% LEAD. RETAIN STORM WATER RUNOFF -.v PURSUANT TO SECTION 45-1 OC InV. 1'tir- cF:IE. T-x .F,r1°�rt=.v cc.N sf-. c OF THE TOWN CODE. W4 y' / ' DCCUPANCY OR Il APPROVED AS NOTED - GIWITHOU P CERTIFICATE DATE:�B.P.i sus I - - _J. . 2.,r. f:,,,,,rs-,r:::. ,,1� { y. OF OCiCiU FEE: `363• 8Y: NCY I NOTIFY BUILDING DEPARTMENT AT G.O.'H -- -�_ ._ _ - _ LfI 1 I / •I � =JNG INSPECTIONS: _ R THE d ^,� . ,� > ; 1. .•, _—_----`. .- - _.__ -_— ._____._1. FOU��DOA ION-•'TWO REQUIRED ED RETE '}"U �(�, ;"`C_. I'L. + 'L., sF-.� SNI �hJ � UGH URRA�IINGCB PLUMBING T.- -- _-r -- rrTWW✓ S I S.:� 3. INSULATION �Y" 1ZEM- d ILoi:,otL Er'.� 5fi. P�ixhJF %� �' /71�J 'dCi �""Tijw-ti ( ,a cal^^' �' ,�,} .._l r.�l.....• `'�'V)rv ' C r� PIRA1?- C�IIB�A�ICTKMI MUST L.Pt/, ' cc.P �-rF K�uxq'o Jtr•,.c:'.c�. r ? ' `✓,�h--j 4-�' .I-'F�,, i'. 41 "C' :, ++ •,.l.vL... B B ETE FOR C.O. r'V 1'��>t T 1 I' r• --- — �UIREMENTSSrOFTHE SHALL OF NEW YORK STATE. NOT RESPONSIBLE FOR I _ , . _ __;„_.... _---, � �1�c..-(•=;, DESIGN OR CONSTRUCTIONERORS. APR R 2001 f ,�I� .. _-.__ .__,. .. ._.. IAIDERWRITERSCEATIFlCATE REQUIRED — ---- rev,�i �rs6[irinr0 A t ED ARCh, {J/ :'rsJeCt4„ > ” I 5� �taS SCy��T�O glanym 1 esIS "* r) °c k ' ii er Cow 080Thee+ +�+te �A�yl�� �.� . n+faer Mace, ".y. 1176* 631.W73.%%62 ,.r� " � .r IRU ui � pP 4a'1e f�•~.�._�'... I�_._-_ ()FN�y vS,` g�• ia .Ip i str db'- y1 � �' SI NEta I 1 •I 2"{?G•POro L _ _ i ��� Waw+,. �( i � _ _ r._-. y� �iA,x�ifr p� �'!• �'t�'€i .k`�?"�f' 1'.(i•pra->},,_a!o _..�- -�— t 1�'- c� � [�'- rte' 41 4)2•X69 "4-W. 4ow 6 Itop4..._ _` _ �M1�MtV WI/fl'<__ i�5 f�, r �yy ' ,-� '�iX l�a^Yl rte` �j�lwl,� p�; �.I/."fi� • ~' � I lU J 1y ON ._ _n � lova..•.. . - _ i ' ( Tir JA rzi: fir; x' i 1 I �1 Gvh'I PXrh{ ---- -- 7A"-gl�"17B �,CsiaFt hxs 'dr'�'�L' A "u n P. e YYY I p So1,00 r 91 ooauld raw 08-0 hee► *No �� '"i" No 02653, MMer pieces Y41• b�.�Fy"3.2xb1 ����OFNeN OAF Jn$ t '1 i Op I 45 N r7 nl�71 tf — �) tit Zx Im N T y I - AL oc = Qf , ~ " etwvo �� XP� rw v ' 2 vNwf, T sA�a -'t--- i --^ 1 3 -- -- ik -To 41 I I - q I i I I a { O1SW }A Cgloe:, 029531 _ . III.. .. ill - - .- - .. ... 111 milli , 'i 2 ilk;� I � t � i y 32`uzDi4 12x6P2@ I � Q ~F4 f .t ? rr.I Prx'9 (41 'YS`'CNa♦ �0 I F' o .-. Mv I \ 1 I i • � �} j SPED ANS, ♦ ♦ ♦ . . �5 ,{S SCy - G 11 OW cow path 0 ,rite n+?tter ptaee> n.w. 1176* b91.�73.RR6R ��ve e I -r Q , F ' 1,9 I { AeY n S PIAL J I ! , � I f 1 I�s4•I Is{rJta �__,..,.. T Vii• '; �i''II-�� - - - t i ✓" � / I SRNs Sic ♦ • �! fcow ! �otd ¢e .'�� - .s-��—•--�...;:..:•.___•,_.J.:..;:=-.�..,.µ��:.�:�____�._._...._.�.:::-�._.....�..._._.__._.._..._._..._-.::-.:--:__._._._..._.._ z � �' '1'l�.Alrrl*��i � ir.�!F�w'� fs�.+�y"?�41.'a�a,er�.a . ;'.., ':� i ��� � orh�tnrt #1�t ir�rt,�w�►''�'Lt�a •tee+ . �� N 142 Nailing Schedule �o"� loam Dm.d don NumMr.f N.ib NAil Special CONCRETE&FOUNDATION NOTES GENERAL NOTES e ata erS square foot All ' ROOF FRAM040 L. These aa[E,shall apply to GenerelContractor,each Sub-contactor and the Owners own forcexEach Contractor shell AN footings wall pear an virgin roll haWnpa minimum bearing moudtyof lsv (2) p 0 Y 1terioefootlna shall be a minimum Ad 9'b`below grade unless noted otherwise In plans. Reda mTop nate (Toendled) 3.8d pe n0a yWtly entl bmlllellx almselfwlN the Site and with all trades and parts of the work Each Contractor shell cooperate and carr "'22YLLL... ate his wonwlth the met rfother Contractors. Alla#sting611,roma,pndolntr unsuitable reennpm0arial shall g removedandfootings carded si me 3-Rd Pvjelx bottom rlfucnamvatlon.Contractor verity assumed soil bearing capacity and essumefoll responsibility for C.M.8joit to Top MAN, (N.-renal) sC Table ach lop Me Owners agreement to enter the wonshall sumce as[halt acceptance to the termsspeci0etl Callin6JolnmP.mlkl Rafter(Faso-nnllon) no sol lop 'herein,antlshall be Incorporated Into any and all agreements between the Owner and the Contractor. capacity pr�cto the notleng Architect soil variation or contlltion adversely enernp assumed bearing Calling Joist topsova RafterS (Fxe-ndlel) ^ Ridge Tension Strap connection Requirements fall or Bottom ds to Foundation Anchor BoltCnliagtlonB 3. Nothing on this drawing Mali be construed as modlryin0 In any way me Contract between the Owner and Contractor or the Capacityprioodteepourib"gMo footings. Collor Tielo Resv (Foesons vis Table ratio, Contractor enn5ubirptrectors. 3.Minimum chmpresslve steerpth of roncrete et 26 days to be Oa T011ows: Blocks"eRn.Re, (F-a-adr b0d nch wd sD,a 2nno odor zona 4. Each Contractor shall comptywlththe requirements of the New York State Uniform no Prevention end Building Cr it New A)slat on gmeltfoea .5ti0n SI concrete 3,000 psi gone concrete Rim Rated to Rafter(End 2-I6o rack end ••+'+""•"'+ •,., York State Energy Conservation Code,Federal OSTIA,entl all ofthe Lout Governmental Agencies hevinpludslllctlon,Insofar as b)supero Around:fC.T,SOppnconaete C)supentmctusq v1eb:Po-3A00 PSI none robdrea applicable to h6 portion ofthe work 4.MU-hydro shall he added Rpounpp takes plod at M deama F or leu. WALLFRAMING Fur -Male W,ntl Spe rmeumi.wed Smm 5. The Architect shall not be roponsble for Me performance or the General Contractor or any Sub-Contractors,nor shall he S.Tae wood sole ebb at Wader walls an mono11tl11cnaba and wood sill pate shell beancpafedm Me(aunde- Tap Plate n TOP Ran (Face-ruled) 4-2-1 61 Per Net Fasted Mile Win dspeed Imp h) ph) (.Ph) guarantee the performance of their ontracts. Bon With anchor bola serew a maximum rPo'-0w on motor.Anchor bola shall also be located w1thM it from dts-n�h ole 6. All saluting equipment,utilities,structures,and other Items InteAering With the Installation ofthe proposed equipment and the ends ofeach plate section.Bolt,wall be at least 1/2"In diameter and shalt intend a m)nlmum of r'Into Top Plntvalmm.lionx (Pxe-nnlleine and,ior J 2-1(d to 2-1ad24"n.c 90 100 110 120 no to. II uo 90 loo ala ala structures shell be removed and re l cedand sh llbessujctto apprroal Items prihe or M aonmme"cemen tractor shall determin All masonry or concrete.note wall prfaminlmum of(2)pods In prry one Bll. Stoo Smd (Faze-.oiled) IncuVerirred hallh loCatlonofa p sspiping e.t rfarar,Works all maed tch exis•tion to ointswpgronee"e.ndw ork fisting work dal he Craacentwled ledSMOOMandMap.o and connecting Wth prea- HeudertoIII(Pae-riled) Intl 16"oc.long edgn I. All di ensio the repations asoRheeentrethe rs shallbeeqgderedrand nbythe Owner. Number of ad Common NAdsmencn ^"d1°'up1 �-s "m^nrh.rbah Madmum Asa.r ooh 7. All dimension and locations as lntllcetetl on the drawingsSholl be consinered correct,but shell be understood that they are ant Work shall motto existing.Joints between new and a#stingwork shelf eetrowled smoaUl an even. RoofPileh RoofSpan(ft) cannremn / •zspu n.` ) sp.c,no(I.) at Him e of T.A concrete block Joint,. Ta orBouom Plac la Sod (End-nmled) 2.1 oil per 2.6 stud end of l-1/4"20 gag"Slop"'" subject. ONOT SCALED tlonsE,mavbendime.rys supersede edimenins and revisions ower actual P 3.164 per 2xb stud LOO NOT SCALE DRAWINGS,Wratten dimensions sup¢rsetle scaled dimensions entl are subJ¢ct to savlslons es per nctuelMeltl can 7.Aconaete black foundation well shall be"cepbdln Hsu rfpoured concrete whom peemlttyou 4-I fid pa 2x8 stud s,n rmcm s"und„t.n rax n n a2 n 22 n dRIons.Thur OmImcto,M.II verify.11 dimensions and conditions herein shown and all discrepancies are to be brought to the 0.Pr videontinuous meal termite shield With all sealed along perimeter wail,and intended termite 3;12 12 2 3 4 M1 lenwlspue"reu.mm Architect'.attendant before commencing with the work. Colum at plumbing PIPE,In crawlspacea unless otherwise noted. F cenniied bl6d'• per fool 16 3 4 5 6 9, if In Me course ofronstruction•Con,lltlonexists which disagrees with that as Indicated on these plans,the Contractor shell 9.Footings at different layers shall be stepped so that the clear distance between adjacent bottom edges shall Botta.Flare m FI.xj.Ek Guanine.Endja.allocking ( n ) 20 ' 4 5 6 ] raped re Modify with Architects,as to shall all responsibility sponsi without huraen to the there Shoua he fell to follow this 10.ROOM not one eplacertlmito lwohorizontal. Wo FLOOR FRAMING 1416.1..0. oro"odmlon too A n ss sl 4r tis sa 10. Me rentlunall not be theres work,Mor,n Assume control or charge a ntl lonstlty uction means, methrom.ods, walls are properly be placed agaand bttombythewalauntll Mecorby adeuatetemporaybraniand until the 2A 4 5 ] e tn.", 10. TheArchlact shall not be resprnslble fat nor have control oto charge of conslructton m¢bns,metllOds,sequences,or pro welbare pdoperly braced top entl bottom by Ne eorimnthlfloor ar by adequate temporary bfadnp. Iol,uaSn, ToPPlaeor Girder R«-nulN) 4.Rd pvJals 28 5 6 g - h duo Applicable cetlures,or for"fety,precautions entl programs.Contractor shall be reponslble for adequately bracing and protection ofall 11.Concrete Fhundat ons wall be pound mntlnuouMV.lfpour Is Interrupted•Vernon key shell be Provided. 2.ad .6 ad won during consrructlon against damage,breakage,collapse,distortion entl misalignment eceortling too Iluble teas. Horizontal are en[permitted. Bridging to Joist (T«-peled) 2.ad end,end 36 fi 6 _ II.The Contractor shall crack end verify location of any existing overhead or a wilagrou ndelectren or other hazardous unit B looking a 1.61 Cy -nailed) - and 12.Contr.as frtradensa"e placing pipe sleeves.Inserts,anchor bAID,electric con- BlockingbSillaTopAsia(Taenmled) 3-1 oil mel beck 12. nes"a Contoarrange shall for lenoutem 13.Conce as rcorkedfod trades before pbcinp Concrete. Lala Stop to Ban(Pain-ow'all 3-I fid aal.1.4 i2. Thgreed upon Ghaliebe rthe Owner for temporary electric,P A corclollet facilities,Contractor dractorhall broom clew andclean- a).11 fame:Wrrkindude? 3-9d pa Jol.4 4:12 12 2 2 3 3 up as agreed upon between the Owner entl the Contractor.Upon completion of work,[ontmctrr shall broom clean all effected ¢)all footings,Toundatlom,naps,platamu,etc.,as per drawings. Joist an Longer to gam G'oonelea) 3-I fid pajoiu 16 2 3 4 4 areas and cert away all debris. b)all concrete slabs. Sand]obl to Jole(Enbndlon) 2-16d' pa(«t 16 3 4 5 5 Tile 3.2A Sol car abtlsfn Mob fe nllklllOn MChor Bolt C"UoOtifts 13. Contractors or5ub-Contracton whose work and Installations require sleeves,Imager Inserts,JOHN,anchors,etc.,to be c)all other work as required by drawing& 'IB.d lnbtms-10(E.pPlale(Toonmled) 21 3 4 5 5 Rllslound tabrN:sl*h=dads built into We won of other Contractors,shall Install or provide those Items to Me appropriate Contractor me will set these to d)setmchorbolts. (Presodptlw MNtnntivs to Tables 3.2) work In the locations established by the Cmntfactorwho requlras these Items.These Items shall be provided and their locations 14.Dump Proollng:won Included; ROOF SFmATIDNG 29 . 4 5 6 ] coordinated sumctently Inadvance,so as not a delay the progress of Alan as a whole.All such Items shall be Incorporated as a)all surfaces to be damp ptomain shall be tlry,clean,Mooth,Ree of dust,dirt,voltla end crocks and sherd Stmduml Ponds ad S«Table 32 4 6 7 B they will meet We correct physical elevations of Mors at each level-They shall be secured Into the framework for concrete oto prWectlons- DinondBondShemhing 36 5 6 g as to maintain their proper location and position during the placing of concrete and removal offormwork. b)allow 24 hours prior to backllllldg• 0 2-Bd Wiii"an nor AMCHpa apLSs v1'ANmbl nl%rs 14. The Contractor shall conduct all won to preclude the effects ofmather on completed work or work In progress.The c)apply mewcemulsion only when tmperaWrc is 40 degrees F and rising and in dry weather. t"%6"or l"x2" 3xd per support Contractor shalt assume all reaanuiblllty and expense of temporary enclosures where necessary.Dust partitions are to be d)applyC.I.tex Trowel MatlCorapproved equal on all foundation was below grade at basement and crawl 1"x10"«wider 5;@ 12 2 2 2 3 provided between won are"and the ran of the building. $Pa. F"mawYlle Moappd P.aNtb yll"sn,d CELIN'SRUATNRN Ib 2 2 3 4 MW 15. seen[ontracarshall be rcponnble for all lass or tlamage erlSlnq from WeecUon of the element such as water,heat wind e)memc,bell be applied a[the rate oflro"than wet. Oypaun Wdlbonrd Sd adm 7"onae/10"neon 20 , 2 3 4 4 or Omer unforeseen C161culd"which maybe encountered in performing the work to be done under his contract.In We event 2A 7 7 a 5 hi too Ito 1W w 500 ❑0 szp f any suspension orwark,each Contractor or Sub-Contractor shall protect his work and materiels against damage.Any work CARPENTRY NOTES WALLS)IEATHING 24 3 4 5 fi nor materials that have been damaged or destroyed becomes of failure of any Contractor or Sub-Contractor a Protect his I.Insulation shall be fibeNian hates-fall one side,un ten otherwise noted,thickness"shown on drawing.. 9d sa Table 32 4 4 5 ] ARmerPJ I'ayWuaa YtY.WNP.o.a Mwua N,vbaedr Mmaam A.MOat work of materiels shall be promptly removed and replaced by the Contractor. Sapae pads on foil OVER taming. &mdpml Panels 36 4 5 6 7 cam.lm e•IPad'p N1•Nuslspay(b.l s/ai•I PaI Sp.nl Mn) 16. Any materials orworkmanship found at motime Wbe defective shell be remedied at once,rcper0lE,s of previous lnspec iAll e#erloe nelllnp,In expoaetl exterior Wood,snail be etuminum of Solve Mad. Rom.The ImpeNon ofthe Won Is Intended to end the Contractor In applying labor and m rade's to and In"Corarno with We 2 Provide Nuts"at all exterior and bearing walls and all wells over 8 feet high,All stud framing having an Fiberboard POneis 6a T'edge/6"ReU specifications, 9 p T/Ifi" gti 3-Mae enpbnwraapYim• s4ay NN x ri seciOCaUo but Inspection shell nolo operate to release the Contractor Romany of his ContrecWel oblipetlons. unsupported height of mora than l0'-0" Isahave nutlbritlpinpor otheewisebebaaotllnenepOfovemen- 25/72" 6:12 IT 2 2 2 3 IOrw 9p•avB.aral asw. n le 17. All new materials and l"allatlo"Shall eelnaccordance with manufacturer's latest printed spedMcatlonsand wlm cone naetlnarvols not exmvdinpl'b". 50 ars .2 for living arses and l6 2 2 3 3 ]3enm le n requtremenb. 1.All Room designed to wltbannacombined lave loud and dud land of Req q 9 G un Wdhonm "molm ]"onac/10"Odd 20 2 3 3 4 le. All materials shall ben",as called for In the drawings,and the bE,lroftheir respective kinds.No substitution shell be made per sq.R.forell otMreraf. y0s fie see IH 21 3 3 4 5 W,Mb"mm MeemFmmdmla IJSone )' a b by Me Contractor Without the prior Written nPProva[of the Architect.For portions of the work not shown In detail but Which p S.PE,lgn creerndess-Fb Solid blocking Max r rco. Headboard ad are sham paerelly,orfor reasonable i#erence as bel AM requR¢tlfor a proper and complete Inslelle0on,the matelot. 6.Provide crew bridging or ratan 0localnq 01-41"on Maximum loan and milln95. Panldebrartl Pants am Table 28 3 4 4 5 (Oeoxysal methods,en0workranshlp shell Conrorm,aeminimum,to the oinonNBalP Sheathing 32 3 d 5 6 6' %' a1 typical or mpra,enbUve detail throughout the Corresponding para ofthe building. 1.Stuas, mtobposts,beams at the shallbetrnss In"terror praalls And r o. appearance. S.Studs air to be doubled at the Jules; all b en)nga in en n gra wets ontl bearing partitions.appears An neetlen 5'-0" g 1"ser artthin 2.8d persuple. 36 4 S 5 7 19. No materiae Ofaby kind shell be used upon the work until It has been Inspected and accepted by the Owner.All materials I"xm"or wider ]xd paa'ppon •Aadmmaselwnae.e,1...I"er•mll0awvmadi..h.M. sko",.mamlml.La rejected shall be Immediately removed from the wan and not again offered for Inspection. p and ovesupM1rtin minimum ofadoublapcdapart ripe slit"ofossage eveMahpd.•baa.mvNam raermFvroor.Hodoa nW mWasOa arpayvObsn m. All work shell be executed In a workmanlike manner and all mechanics ahnll be skilled In their[rode. blocke9.Joists supporting parallel portltlonF spaced wart a permit the passage or piping or duct work,are to he FLOOR SHEATHING 7:12- 12:12 12 1 1 2 2 ' Armorbm4mtlnpaedweuk.aea,.,dt,4bM.,".It larmam•6nwd saasof Irva.pal,Mllw,m p.mecea,o 10.Whdetman angersUm and chair rn hang"dng carriers am Indicted con Donor-bearinppand Image 9.10.3.1.4. fl, all ornd clack thereof De construe.as relieving the Contractor Rom execution ofall work In ecce Nance 10.per mJothhangers onor annular Man; RismereranenInded by the hangar Provltleontlutilize the Suodure Panels 16 2 2 3 3 withell state Inotrisained , 9d 6"alga/12"Odd TO 2 3 3 AAdwr bltginpamedam.uom•a+np.p•rbnp""dl pmbneamgeapt madyva'ne(A21 pt0 adammxtlweeuvh 22. Architect lsnotrealnetl for Sltelns Inspections aRheconstrucUon. proper and/or the by the hmpermpnuacturegto Insure e I"art.. 4 9e,am).g4. p appropriateapadtV rfonms nm. gmhnnhnn l" IOJ 6"ongc/fi"field 24 2 3 4 4 23. The Architect has retained on cols project forbidding and/or the negollemon entl administration ofthe Contracts I1.Provltle Flrngland pa es ng for all W tom Inhmw)thpart or pin of 28 3 3 4 5 for construction any party 12.Do HE depth claddingandaping,hutwor , oresenbearingwalls or par0ons,nostudis to be cut more man l/3 of Ou,gonnl Boal Sheathing 29d pa E."an 24. No or for Romanyto very Info!mate Rom regardingClarification,aromas ngs rnotattlonmlhee.Mertsonrathe I13tlwm to receive plats uductworitorertitiomlwWnp. I".10'a,vid 3.0d pampawl 32 3 4 5 6 Ar request forpermissionthey are be very oI "cin Rom ddMe essed Wth Omer.gins One ornotations,these reqWill este to Me Architect, it the 13.Provide arund skJolsbunoubleer all bmstL actions underbarallel oJobbe and heavy appliances. openings,Provide double I"x10"tor ,wider 36 3 4 5 6 Architect,unless they are mtfor[hlnwritln9entl etltlrexetl lathe Owner.gins Owner [hese requests to WeArchlact framingarountlskyllghts.DoubleNlseams orjobtsuntlerbethWcaandheavyeppllancas. 'Nailin requimmoe toe based on wal l slashing pelted 6"onatnta at panel on9e.lf wain xherthinEb mard3"ancasa m the pa"et edge the Architect Will,With reasonable promptness,Consider the matter and respond In writing to the Owner for transmittal to the Nailing part,canteens.no Architect does not nor will not,assume any responsibility Win regard to the above mentioned types of `oo Connector to provMe'Slmpmn"hufrluna daps on all rafter to sWtl connectloneAon ell stutlacox mabmin higher shear apaddes,nailing mquiremems for sronurnl membra shill be doubled,.1 Mara-connaom,such. d,ew plan. Ridge Strap Spadn6(in) 12 Ifi 19.2 2A 48 72 berm roberior Up. Much be usedmm0insdnthe end Anis. Inquiry unless shall Procedure Isonsibletl. is.All exterior anhe In shall p nto existing so A. n ecmdmembers the mbnlmednumber of nnilsmell be pe,miuon tube mdn,xd m'I-16d nail per 1.33 1.60 2.00 4.00 600 25. TheArchitectahell nmtee responsible loathe pedormnnce of the Generel[ontroctoryeny Suis-Comracton or the Ow nen 1{,New wan shall tielnmdbpipa a#stlnpW"to PreventlukOpo. e W ctiwnildreahmgismnbnuomovua n Mu111Plier 1.00 fol own forces,nor shall he guarantee me performance of their contracts.The obligation of th e Contractor shell nate#end to a 17.Mashing abe provided at All roar peentreHo",AIDE,,vent,skylights,chimneys,and roafventlleran. Oabllity of the Architect,his agents or employees. Fleshing to be provided at MIMS,ridges,Valleys,Changes of reofnopes,gable entl,and top of foundation wells. 26. Items shown on pians but not speclOEAlty slated In the speciflcatlons and/or vice vena shall be Considered to be Included All roof Rarsectlons to have Mashing to extend are In each direction.All fleshing W be aluminum unless noted In the Contract otherwise.All raven W line up dirt adly wersthtlL . Jr. Items not spedfleally Called for by manufacturer number or grade speclOuUons,shall be furnished In the most economical 11.ruralUMms to provide floor pitch under sheathing and perpendicular to the roofjolsb to provide for root model,grade or manner 01"tallatlon. venting In 20. Each Coptracter shall carry Worker's Compensation Insurance In the amounts prescribed by law,and liability,bodily Injury, Met.fares, . automobile and other insurance In the amount and periods satisfactory to the owner.The Architect shell be listed es addition 19.All interior leaders are to have 1/2-foam sound Insulation. at names Insured. 20.All Interior doom to be 1-3/5"hollow core lauan.veneered with approximate he rdwam.Contractor shell Rafter/Calling Joist Heel Joint Connection Requrremeate 20, The Contractor,Its agents,servants and employees ramal Indemnify and hold harmless the Owner and the Aechltect and Walt Sheathing Attachment Requirements for Wind Loads Roof Sheathing Attachment Requlnments for Wind Loads - RaA'sp , I.1 their Agent,and Employees Rom and against a 11 claims,dame yes,lasses and expenses Including Attorney's fees arising out of 21.Ueaatarproenceforan lackhing or reporting"in the performanu of me Work 21.Use wererproofinembnne flashing overall outside tloon. Wind m h FOI.SMIIn Winds mai I? ?II 26 i6 30. In any and all ciMms against the Owner or the Architect,or any of Under Agents or Employees,by any Employee of the ROOFING FaunnMile 120- 90 100 110 i20 be nab Contractor,orContractor, under directly paragraph employed be1MILd mem,way yli whosea nth them Lnimu 12 game sYlMa inimueg3/1"datlterhea,ASMItF 1687,are length mote Wmu, 90 100 I10 Rarer Rnliu RequiredNumberal lfiJ oe liable, damaes,comtlonllonoronunder taable by or for Ml Cottector o l"anywey byonynder Worker's amours[ minlmumggape sneakd mi imumum3/{" MthetenhoueathIn F IhereM leepfheathin4aathrough SIne Spacing Con Net,per Heel loin Cor type onpenofermeqE,,CompenxUon or bsoranyts then mDryer MeContractorUrar or Sub-Contractor under Worker's therorfi0pmeneris sSandeminlmumroughtesheero0.Fasteers shall Comply macWithASTMF 6lex then 3At^ P S ins_.„ 31. All ark l Acb, er theseility BealnP sh orae Other Employeedefetts In thkkono(1) ,tee bneners N:Apenetrab wrouge melt hays minimumofwNlers per shingle Fiher 67. STRUCTURAL Stm,5TFm4IF pr PANEL SIDM G' STRUCTURAL SNBATHING lint pl' 31. All kledata of the eptancsatoll O ner• rantiteed against dflote In Occupamaterincy,or the owner's foeo theperiod rage E P E F E F E F e P B P B P e P year Prom the lea ORM ecupanCo of the Owner.Grentln9eCertmute of Occupancy,or the owner's use ofthe premesU *EXCEPTION:Mpnaltnrip enin0ia w•Il haves minimum of nxfonbners per shlnple where the roof is I? 4 6 8 II Shall not constitute acceptance ofthe work. In oneol a. me erojstlte uaporied per Figure nfmlle frommewear) Maimum Ndl Spacing for td Gammon Nails sbahinglacNon.' Rafteirme spud.{ Maximum Nail Spacing far Ad Common Nails 3r' I6 t 8 II 14 32. Contractor shall lnsped site and Make all appropriate lnquldreeto determine conditions and Paid Construct!on coreria ISO et or wlndwadegilde. 8301.2(4)ls LIOm11B0ernourorgrmtenntltheeave Shabl.alavalOny Smd Spacing ruin a r- SP .Wes oc ?4 7 11 16 21 prtorto submission ofbldi,and shall make noaddltlanal clelmsreyarmag site conditions Instanter. b. Net or windseedpaFigu lahas n a 33. tartrated shill obalp ell requUeO appfoveis,permla,certl0cetes of ocm0ancy,Inspection approvals,etc for work pmt b. The bpslc wind speed Ger Apure 83".2(4)Is 110 tulles per hour or greater. J b I" 6 12 6 12 fi 12 d'Pvimdv EdgeZaa 12 6 12 6 12' 6 IP b fi I• T 5 6 8 formes Ram agendas hevinglurisdkUan thereat 2For. A singgomat nprolasm(2: 2)uall to usmtlmnroofnopaoaymentf two lbven1onI 12 units horizontal Inaccordance with Section 4'Edge Zana 12 - 16 6 It' 6 6 6 6 6" 6' 34. Union otherwise agreed upon between the Architect and Owner, the Owner shell pay for and Contractor shell obtain a M52.7.opE,/romf2:13)up to Nat),rouble unarieymentwpllmtioa is required in accordance wl[h5actlon 16 6 12 6 12 6 IT 6 13' 4'13 q 5 9 2 IG building permit Rom the village prior to stetting any work. 3.AsphT 19,2 G 6 6 6 6' 6 b' 6 35, The General Contractor shall Coordinate scheduling of5ub-Contra coots and other Contracts and shell provide every panel 4.3.In am, here the averasage daily ampnrlpre In JanaNIs 25pen"comply with ASTM D,or ors orw 2q 6 12 6 12 6 ITs 8 6 , blecooperative effort he coordinate completi on of all work.The General Contractor Shall Cmplete a comprehensive shodule Tablereaawherrtheave designates, an Ism nrMatcnis tlegraesFt two o leers CJ,orlaAyMent 2q 6 6 6 6' 6' 6' 4' 4' 13 3 4 $ 7 of all work perahnMg to ell Contracts end shell submit same lathe Owner anon acceptable format far review Well i"advance of TablefWl2(1)alterie so tlenpnetes,entl lR oueriee mgt ca"Isis afOt least lWalayen of untlealeyment InariOrTn"e 12 6 12 fi I3 6 12 6 12 6 12 6 61 6 IT 6 12 5.12 I6 3 5 7 9 work commencement cemented together or ore"If"dbering polymer Modified blWmin sheet shell be used In Ilan ormannol 11 24 4 7 7 9 36.work Commenntractor ceall ment constructionecllvltleswl[h Owner to minimize Interruptions to normal owner operations. underl•yment and erten from the avec edge to a Pointer leen 24"Inside the exterior wall line afthe bldg. 16 6 12 6 12 6 12 fi 12 IntalorZone luminum 16 6 42 6 12 6 12' 6 12' S.Co metalflashingsoon proide gotten and Plato shallbeiredands yq 6 12 6 12 fi ITr 6 12- 3T. Ttu Contractor snailonduee.Should damage manner amenaorthe wok,the ContNnlersltyorsairor replaemi IT 1 3 4 5 structures,equipment or Utilities.Should tlemope occur era result or the work,the Contractor shell repair or replace sold cent fl.Contractor shaft provide puttm end lertlmarequlrcd era shelf connect[hem to the eOPravetl storm 19.2 6 12 6 a2' 6 12' 6 6 v I6 3 4 S fi damaged Items to the nUstactlon of the Owner,and et the Contractor's expenso.the Contractor Shall beer any and all Cons Watertlralnlpe syatemas raqulretl. T.I_ associated with Work Olsontinuot on,Eaglneed E,9 COns.H.Uan,Materiels Testing,Kept and all miscellaneous related Items. 7.Ail a#erlOe openings be properly slash E - Nail Spectra a fund onges(In) 24 fi 1 ' 6 l2' 6 6 6 E 34 3 S ] 9 M. The Contractor shall buys a competent representative orforemaA present,who shell follow Without delay all lnstructlons L all work shell bean Written one(U Your guarantee Rom Roofing Contractor Rom We nate or We Owner's F - NMI apat ng cal ialamdlam wppam,n the panel fled(In) s ¢eepaem. O.ha Pndwdl Roloand RnkeTao 4 4 4 4 / A d' 4 T t 3 3 4 oftenOwnaortytosapssisabo In thepr"ials Imanticoly.The nntthestill conformitycommbtrepres antlshall I- have ell aumoriry to one m labor entl materials Immediately.The reply assoon Contractor shell also have a competent 24 hours. avail' 0.All of ap tenectlo b eo have flaMnU a exantl U(meaured g;Us Into above rat tool. y;l? 16 3 3 4 5 able to redavetelepnhne manages and provide reasonable reply aasoon as possible,but not learthan 29 hoofs. 10.Neov Uproofb lobe ofd-alybuilt nto Mot wNleakag lroppin0aelnta a#sting. E -N.ilap.i"g a prod MR00n.) 34 3 4 6 7 39, The Cmntractorshall,stall Comm,provide constatn and easy access and safe and properfaclllUtes for the Inspection ofall 1r.Newteriorall DONEandlepso"mor galtnizad. . P -NMIiad0 mintmnedue ry re.U. sal new On.) parts of the worts. )3.All exarioralllnpshall beelurmnum orpalwnOad 1'_ 3 3 3 3 40. Before any payment will be mane by me Owner,the Contractor shall deliver to the Owner any waiver or releases pretty 13.Flashing to be provided at all roof penetrations,prime,vents,skylights,chlMneys and roof 12:12 I6 3 4 (lens arising out of his contractfor work completed as of the date ofthe request for payment The Contractor shall also deliver ventilation.Flashing to be provided at hips,dukes,valleys,changesarro0fs1a0e,gableenlsanJtapoffoun- 3 3 4 6 all munuacturcb'wanantles,gu•ranaes,operational and maintenance manualspertaining to his work:furnish evidence datto.walls. 24 Satisfactory to the Ownerthet all payrolls,bills for labor, materials unit equipment and other Indebtedness Connected with his 14.All skylights Installed In roofaystem will pitch 013/12 or lex are to he moUnted on min.4"high Curbs. work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each can 15.Install shims to provide roof pitch under sheathing and perpendicular to the roogorsts to provide for roof tractor shall also deliver W we Owner Went..go,rations In farm and whose terms and extent will be established In the venting In Mat roofareas. agreements between each Contractor and the Owner. 16.All Maurice leaders ere to M.1/2"fans soman Insulation over PVC piping. 41. Each Contractor Shall be responsible for cutting,THAI,and patching of his work that maybe required to complete the ELECTRICAL NOTES work of his Contract,no Contractor shall endanger any work ofany other Contractor by excavating,cutting,or otherwise I.All erectrlcal work Shall be conflned to the space and location allowed for 1%and shell be In strict confor- - aitaringmyworls ofawather contractor,and no Contractor shall do so without the prior written consent or Owner. Any mance to the National Electric Code and governing municipality. costs caused by defective or Ill-timed work shall he borne by the party responsible therefore. 2.Provide separate circuits mall appliances,amperages based on manufacturer specifimtlons. 42. Contractor shall brace.shore,rel.foroe and/or underpin all structures,Including neighboring structures,as required for 3.Contractor Is to verify YAM owner,If the owner wall be Purchenng appliances and having them Installed by T L fW114 safe operation,Me Contractor is to take all necessary and prudent steps to share and brace inhaling structure,Her to others Prior to submitting a bid an the Project PA(STEGTnON FASTENING S6/SMfC AND Installation of hailers for new openings, me proper and safe execution orthis work Is the Role responsibility of me Contractor. 4•Contractor shell Insall,as per Owren direction,any entl all Intercom,alarm,thermostat,telephone and/or YYIND HURRICANE TIES 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as SEAT TV Antenna wiring do wells prior to sheetrocking.All Wiring shall be concerted In walls,ffoors,or callings. SCHE'DUtEFGR '(rTRUCTUt1AL PANP-Li•A" _ _ folds,staging,pl"fofms,runways,holsb,adders,chutes,temporary flooring,guards,railings,sheflway pentectlolns,etc,for I R PIICI (Irllhee)' FASTENERS. MA%ALLOWABLE LOADScs I " -0 the protectloln ofworkmen and of We public Mall be provided,erected,and maintained In accordance with the requirements approvedad Incluall be ro0Pereow!a work crmarm with NEC entlNYOFllontl shell be Board afFlreUntlefwtlten MODEL /1 MIN approvetl end lnGutle tae followlnp: LATERAL of me New York Slate Building ConstruNon Code,and a 11 other laws, rules,orordl"ces ofall Gover"mental Agencies havin0 B301.1.1.2Internal pressure.Windows in buildings lo- 2lats 41, gfa + MATL TO TO TO UPLIFT p)elfwlnnpfor and labeling of bm U,re-tldicate necessary to allow for all new work all rewiring of cared In wind-borne debris regions shall hove glazed FASTENER pa l NO. adsdidavals.ara Contractor hhaves those urposea dwhe, directed all necessary pnlless otnsrivise s b)funih NFBL1C andenficate at compMtbeeaanth Indicate dreult use. span pdal flIt21N Pial RAFfEflB PLATES STUDS (193) Ft(133) Fj(133) 1 and approvals.and remove moss Items whLM1 have Served melt purpose andwhen dlreceed by We Own¢r,unless atherwlse openings prD[ec[ed from Wind-Nome debris or the build- TYPE wap epaD spirt HJ 19 • BBtlxf 4-Bd - 520 4B5 165 stipulated. b)furnish and[retail atationwhose detecti t0 end- me debts or s21at spTpel, TI Z_� 44. Contractors shall make timely submissions to the owner of the va nous Items as see forth so"to allow reasonable and one Cale anal end lmhrtnpa Nptloeeacheparate sepinarea,Inomp6wceg space and ofNYSfloor ing shell be designed is p y g .4laaf_. _�U66 ld H2 1B a fi-fal - 5Ad 335 - - i'= nate UmeforrevleW,possible cosreCUaln,possible resubmission,and for grovel ofsubmisulons without dela Llhe Code and unalf be provided oubMe each regorge sleeping ems,In inch sleeping space end on each Mor level. cordnnce with the Building Cade of Nm Yank Sfn/e. L H26 1d o 5-Btl &Bei - 415 150 150 n - �1G0�/)tOLL q p P p Y Glazed opening protection for wind-borne debris shall I . 21/i F6W 16 Ib - 12 - - .Q - progress of entire project of project. To prov,Contractor vette wins the owneA lomtion mnpuentltyof lighting fi#urea,swatches,outlet,,etc.prior H3 iD • 4Ed 4-Btl 460 125 150 rJ�UGVa,� to provldiwaMdontOepromct cote[thetequirementsoflhc Large Missile Tes[ofASTM gcmwa H4 20 a MBd 1-Bei - 3B0 155 780 tt.�t,- %1.Provide one Danume eachoutleta minimum th14-at excer"0'-0"In length. E 1996 and Of ASTM E1886mfe Misch therein. 21Ig6t Woad HS id a 40d 4Bd - .485 175 200 Wr_.rb, _V QProWtleoaminimumofonmom IouUet Mfn3t-D"olanmmkamdahmathatrares 16 16 16 l2 Ng 1d &m &a g50 560 IO.Provltlelminlmum of One GFl Outletwlmin 3'-0"o/anyslnkentle minlmum afore In every bathroom Exception: Wood stmchvat panels with a minimum mwA - h�j F.G•t�. !nmessotnetormwise apednen. thickness xception: 7/ Inch It.l lBlm bnADmnximums span - M 1d • 4Btl 2-Bei 8-fk1 905 100 project per.,t mubmitingabi nls llmnsetl electrician Ilan upgrade of electrlCalservlm is required for this 6 ( p y ,,,,II�r ra en pr to submitting a bid. of 8 feet (2438 mm) shall be Permitted for opening For Sl: I inch - 25A mm. 1 feet 304.9 mm, n pound = DAN kg, H10 15 p eStlxH 9-9tlx1' _ 915 505 525 la-`( 1-F-re 7s, All plans designed in accordance with the American Forest a 1 Ari 9 I.its Per hear-1.609mrt. H70R 10 A 0-0dx1'h bgtlxl'h 915 556 525 ANCHOR I" 11__ 12.Contror mug also theeofm"b•meagns If not Shown fPlans. eUan es nqulredroc We project protection in one-and two-smrybuildings.Panels shall _ and Paper Assoc. 'Wood Prams Construction Manual for One Contnctot'muneba notify me Architect of locations if not shmvn on plans. be peacet to caval'the glazed openings with attachment a.Tide table is based on l l0 mph wind speeds and a 33-foot mean mofheight aerssW BOLTS PLUMBING NOTES hardware provided.Attachments shnll be provided in b.Funencrsshall be ratulhdnrppuingends ofthe wood structural panel. yr - STRAP and Two-Family Dwellings ' c Nails shall be too common m 12d box..1h. 4 .v 1.All plumbing work shall bee strict mer,t conformance with settle!!and lout cores. accordance with Table R30 l-2.12 or shoal be designed ry1W! ... "ri. Q�� 2.Not waarnatenhell Mveamexrmum temperature setting of tAO degrees F. J. ween scrcrvr am allnaned m m"anry or meaonryhtuoeo,they Shell a ",,. i-: � G).{-pCT 2.Provide hot and cold watersupply lines to a new reMgerator es nquImd by manYfoCW rers spedflmtloM. to res; components nndelnddinglosdsdetermined admchad Utilizing viloi..-nemat enema helms u minimum ultimate rj('•' •' �yf,eBi�t (11, psu+es by 5.Remove eland relocate all new odding pilin in ired byrequired code. in accordance with tam provisions ufthelluilding Code withdrawal cepapity.17490 pounds. ;_,.,� syr C. '°S" v� O�pG{i+11.o S.Removeaed reamae,sxlwnq mpipi requlrenaexure me proper execution oftbewofL ..j {(r''11t l'h: �'d ?`�IryI i;,,) T� 0.ealowpna waste ulna ehni be%NCI PIPInp. (N yYos'k Safe, tin',„'...p'c . .M:', -' I,rz _lir. 1-W T.MWba Ma shall be ape-L-copper. 5 ,:Tr:': t�fift"LiV 1 B.All gas or all piping required well be performed by the plumbEng contractor. r s. i •. g� 0.5enitery abpaa system shell he County Department of Health Services;approved fortlaipes.s • „ k?;".;pO , ;, ".iyk Iatelladon.lae Owners surveyor shall be responsible for design entl loutlons of these fpcllltles as well e9 .. -. . . At,' f };P,LL, enllb or obtaining all p ... :. . . . .... ._ -----DO APHIC-Dlg18N,CIRTEROG---____. 'approvals. 'BUB EGT TO OAIMDE P80Nf•z, sae to.Contractor Shell provide hot water baseboard heat throughout at perimeter wells union otherwise noted. DRouaDJ Wind owswc Wlnaf mna.rM• Typical N4 41.0a Forg Uno Coolan mem Flora Typical LSTA Innallation 11.Water mein mustre7•-0"eweyfrom the be mopethantemanethto deep. ' 1NOW BREMD•(mph) CATp ORYO Yhalhirinp•I tlryW" TnnIW Mmy4 TYm Ma haP,gpn Stud t0 Bottom PIe - . AO 12.Inbeadnq wells or partltlons,no stud Is cutmore Man l/3la depth to receive piping,duct or 16:C� C 3 T a Ir p EGON 7 all work ,ENO EN LEN6,It TABLE 8301.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS1. .,, (in pounds per square foot) heel HE I n �12 Mal. 14•�' ,_, USE LNE LOAD N6 Tee Rarer Stud to Band Joist t _ Inel•Ilalion f \ ) - _ Exterior balconies 0 In Two Plates Typical CS2o :eN ��L�/ 6__ Decks y 'F, r Installation 6,. ,Pvseigervrhddegmages SD ,p , as a Floor-lo- Atticawithmutetoragc 10 Fn,Deh: + Floor Tlh dLLti-Sc �-+E r y I Attics with storage 20 ' t f I"OR- =apt@ Rooms other UMn sleeping rooms 40 11 ,h u b 1 Edo A L l,1M ,(rJ S[..ping mama J0 fg( ? Y Pmvdrmn ,EE 1� S -""t ,� Stalin 40' tE f Iw ins as ale r Q _ t Io,OS ran CMs1 �.C�x O GuhNreils and hrndoila 200 ). -44'1+a' '• [.ort nomtu I s l t`•�_wA ,C 'q[vNV _ IN lE ALL roofs , ceilings , and floors jl;±'+^ nOm,ne designed for Dead Load of 10 P.S.F. 4 a+ l -T1� �PI,1 F.D e 1lv"bZ � A,r1� 60t,IQ rVG'I"101-1� e�WrJ -