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HomeMy WebLinkAbout35623-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 12/8/2011 CERTIFICATE OF OCCUPANCY No: 35323 Date: 12/8/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 500 BLOSSOM BEND MATTITUCK, Sec/Block/I,ot: 115.-6-31.1 Filed Map No. conforms substantially to the Application for Building Permit heretoforc 5/24/2010 pursuant to which Building Permit No. was issued, and confbrms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: COVERED FRONT PORCH TO AN EXISTING ONE STORY HOUSE AS APPLIED FOR. Lot No. filed in this officed dated 35623 dated 6/7/2010 The certificate is issued to Esposito, Nancy (OWNER) of the aii~)resaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAl, ELECTRICAl, CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35623 11/17/11 A?~ofii~ed ,S/ggnatufe FORM NO. 3 TOWN OF SOUTHOLD ~]I;Q'~k BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35623 Z Date JUNE 7, 2010 Permission is hereby granted to: NANCY J ESPOSITO 500 BLOSSOM BEND MATTITUCK,NY 11952 for : CONSTRUCTION OF A COVERED FRONT PORCH TO AN EXISTING ONE STORY HOUSE AS APPLIED FOR at premises located at 500 BLOSSOM BEND MATTITUCK County Tax Map No. 473889 Section 115 Block 0006 Lot No. 031.001 pursuant to application dated MAY 24, 2010 and approved by the Building Inspector to expire on DECEMBER 7, 2011. Fee $ 200.00 Authorized Signature COPY Rev. 5/8/02 F~m I%. 6 TOWN OF SOUTItOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANcy Thi~ application must be filled in by typewriter or ink and submitted to the Building Department with the fallowing: A~ For new building or new use: 1. Final survey of property with accurateloeation of all buildings, property lines, streets, and unusual natural- or topographic fcatur&s. 2. Final Approval from Health D~pt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 6fFire Underwriters. 4. 'Sw. om statement from plumber certifying that the solder used in system contains le~s than 2/10 of 1% lead. 5. Commercial building, industrial buildin§, mdltiple residences and similar buildings and hastallatious, 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 shgwing all property lines, streets, building and unusual naturai or topographic features 2_ A properly c~mpleted application and consent to respect signed by the applicant lfa Certifica[e of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming po01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2 Certificate of Occupancy on Pre-existing Building - $100.00 3 Copy of Certificate of Occupancy $.25 . 4. Updated Certificate of Occupancy $50.00 · 5. Temporary Certificate of Occupancy Residential $15 00, Commercial $1 New Construction: Location of Property: House No. Owner or Owners o~Property: . Suffolk ~.,ounty Tax Map No 1000, 8ecti(m SubdivisiOn P~mit No. ~, It~alth Dept. Approval: Old or Pre-existing Building: Street // Planning Board Approval: Request for: Temporary Certificate Date of Peamit. ~, - /- (check one) Hamlet Filed Map. / 6) Apvueane Underwriter~ Approval: Final Certificate: 'c~ (check one Town I hdl Anne× ~437~ Main Road ILO. Bo× 1179 SouthokL NY 11971 0959 BUll.DING DEPARTMENT TOWN OF SOUTItOLD Telephone (631 ) 765 1802 Fax (631 ) 765-t)502 ro.qer, richert@town.southold.n¥.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Nancy Esposito ~,ddress: 500 Blossom Bend City: Mattituck St: NY Zip: 11952 3uilding Permit #: 35623 Section: 1 1 5 Block: 6 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE ,Contractor: DBA: Dennis Bott Electrical License No: 349-e SITE DETAILS Office Use Only Residential ~] Indoor ~ Basement ~ ServioeOnly ~] Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ Dupleolecpt ~ Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: covered front porch, 1 paddle fan Ceiling Fixtures s~~] HID Fixtures Wall Fixtures 121 Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixture Pumps Emergency Fixture Time Clocks Exit Fixtures TVSS Inspector Signature: 7 Date: Nov 17 2011 81-Ced Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [-~OOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ~'~,-~-~' [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FO/UNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~~2.~ '0~ --~~i c~'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ~ELECTRICAL (ROUGH) [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) REMARKS: DATE ~/~tl/o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE //// INSPECTOR~ ~t~_~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ FIRE RESISTANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ~NAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEl.: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Disappro,,ed ,1~'/_/S:/~7 ~2 . llxpilation !;~ / ~ 20 j( PERMIT NO. ~ BUILDING PERMIT APPLICATION CHECKLIST Do you haxc or need the folkm:mg, belbre applyin,? Board of Heahh 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.£ . Frustees Flood Permit Contact: Building Inspector APPLICATION FOR B[JILDING PERMIT Date INSTRUCTIONS a. This application MUS'I be complc/ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot aud 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 belbre issuance of Building Permit. d. Upon approval oftlds application, thc Building Inspector will issnc a Building Pemfit to the applicant. Such a permit shall be kept on tbe premises available lbr inspeclion tbroughoul tbe work. e. No building shall be occupied or used in whole or in parl tbr any purpose what so ever until the Building Inspector issacs a Certificate of Occupancy. l'. Every building permit sball expire il'the work attthorizcd has not commenced within 12 montbs after lbe date of issuance or bas not been completed within 18 months fi'om such date. If no zoning amendments or otber regulations aft~cting thc prn[Scrty bare been enacted m tbc interim, tbe Building Inspector may autbnrize, m writing, tbc extension c;fthe pennil tbr an addition six months. Tbereafler, a new permit shall be required. APPLICATION IS HEREBY MADE to tbc Buildiag Dcpamnent tbr tho issuancc cfa Building Permit pursuant to thc Building Zone Ordinance of tim Town of Soutbold. $uflblk County, New York. and otbcr applicable I.aws, Ordinances or Regulations. lbr the construction el buildings, additions, or aherations or Ibr removal or demolition as herein described. Thc applicant agrees to comply witb all applicable laws, ordinances, building code. housing code, and regulations, and to admit authorized inspectors on premises and in bailding lbr necessary inspcctiuns. ~: ~',~or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner ofprenliscs _ N C'q%q~ [~7 % poq~;{,o (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized el:ricer (Name and title of corporate officer) Builders License No. I v3 i ~ Plumbers l,icensc No. b,/~ Electricians License No. Other Tradc's License No. Location of land on which prg. posed work will be done: [louse Number Street Hamlet County Tax Map~No. 1000 Section Block i 15- Lot ©( Filed Map No._ c]9 5~ Lot State existing use and occupancy of prom;scs and intended usc and occupancy of~proposed construction: a. Extstlng use and occupancy ., 4- ~' I?} ~'C' -L/~.h [~.Q% ~ tkk%'~ b. Intended use and occupancy "~ Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost ~[' /-t, 0'0% Fee Addition Other Work If dwelling, nmnber of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number ofdxvelling units on each floor ~ If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structuTcs, if any: Front_ -~'3' Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front t Depth 5~4'- Height Number of Stories Rear 8. Dimensinns ofcntirc new construction: Front Rear Depth Height Number of Stories 9. Size of lnt: Front f ~ Rear I r~-i~'o Depth ,),%~t4, ~'-~" of Purchase,~Q'~X 10. Date [' ("/"~ Name of FoTmer Owner I I. Zone or use district in which premises are situated I2. Does proposed construction violate any zoning law, ordinance or regulation? YES$ NO ~.. 13. Will lot be re-graded? YES NO ~; Will excess till be removed ti'om premises? YES NO ",~ 14. Names of Owner ofpTcmises tOo,q<--( ~'p~',)roAddress C5~ hiv;s~', b~*~ Name of Architect Address NameofContractor TO~ Pa~-~A,5 tC~¢ C~ ¢ Address ~ ~4.~0, r%~' 15 a. Is this property within 100 lbet ora tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this prope~y within 300 lbet of a tidal wctland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. Phnne No. Phone No Phone No. NO Y 16. Provide survey, to scale, with accurate tbundation plan and distances to property lilacs. 17. If elevation at any i)oint on property is at 10 feet or below, must provide topogTaphical data on SUTVey. 18. Arc there any covenants and restrictions with respect to this properly. * YES NO · IF YES. PROVIDE A COPY. STATE OF NEW' YOPdQ SS: COUNTY -~/z) dO .O' ~t~.'-5, ) ,2, being duly sworn, deposes and says that (s)he is the applicant (Name* ofq/ndi¥idnal':' signing contract) above named, (S)lte is thc (Contractor, Agcnt, Corporate Officer, etc.) of said owner or owners, and is duly amhorized to pedbrm or have perlbrmed thc said work and to makc and filc this application; that all statetnents contained in this application are true to the best of his knowledge and belief; and that the work will be pcrlbrmcd in thc nmnner scl lbrth in the application filed therewith. Sworn lo belbre me this F JANET~ STUART , I .- / ~ NOTARY PUBLIC STATE OF N~ Notary Public . ' ,rtl [ S~nature of Applicant COMM EXPIRES Novom~r Town Hall Annex 54375 Main Road TOWN oF $OUTFIOL~' ' "-" ~' REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Telephone (631) 765-1802 rorer, rio h e ~ 4t~,°~:~ 6~J~'l~'J~. ny. BUILDING DEPARTMENT TOWN OF SOUTHOLD ~TION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*Indicates required information) *Name: kJ ~,~,~-/ ~ ~,~S ;~a *Address: ~'~-"~ ~\,~,~ ~ *Cross Street: ~ ~ ~ *Phone No.: g~l 2'~ 32/Y Permit No.: Tax Map District: 1000 Section: 11~' Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt Cleady) Lot: ,-~/ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) · *Service Size: 1 Phase 3Phase *New Service: Re-connect Additional Information: 100 Underground ~/NO YES / ~ Final 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORI~ THE FOLLOWING ACTIONS MAY REQUIRE THE 81LI~M!~_$!ON OF A PROPER~* LOCATION: $.C,T.M, ~. Dlsfltct lS~Ion ('B~k ~/Lo~/ STORM~/ATER~GRADING, DRAINAGE AND EROSION CONTROL PLAN -- C~'~i ,rl~u BY A DE81GN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for eaeh Questiou is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this PmJast Retain All Storm-Water Run-Off Generated by a Two (2") inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or cons[ruction activities as well as ali Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? Tnts Item shall include all Proposed Grade Changes and Slopes Controlling Surface Wated=lowl Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand (5,000) Square Feet of Ground Surfaco? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees Judsdictian or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fi[teen (15) feet et Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impe~'ious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material Removal of Vegetation and/or the Construction of any Ilem Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodpla n of any Watercourse? NOTE: If Any Answer to Questions One through Nine la Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Perm t EXEMPTION: Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, s Storm-Watar Grading, Drainage & Erosion Control Plan Is NOT Requlredl Yes No STATE OF NEW YORK, COUNTY OF ........................................... SS That I, .[.~..,..,f......:...t.:........[..~ ....................................... being duly sworn, deposes' and says that he/she is the apphcant for Pennit~ And that he/she is the ~) L..' b. ~: ¥~ .......................................... ................................................................. Owner and/or repreSentative of the Owner of Owner's, 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 applica6on filed herewith. Sworn to before me this; ....... 2&-~. ~. · i....../.' a?... ~.~ i ........ day of .. fi.fl.../. ~./..{:.. ] ............. 'JA'~IET ~T , IIIOTAR~( PUBLIC STATE OF NEW YORKI ta. Vub c ....................... :: ............... ........ IGOMM. EXPIRES No~embet 30, 20 ..~,~d] {Signature ~'.q~plieool) ....... FORM - 06/07 CHARLES A. DIGIOVANNA ARCHITECT 47 SOUTH EMERSON AVENUE, AMITY HARBOR, NEW YORK 11701 TELEPHONE: 631-842-3223 FAX: 631-842-3133 QUALIFICATIONS CERTIFIED BY THE NATIONAL COUNCIL OF ARCHITECTURAL REGISTRATION BOARDS MEMBER AMERICAN INSTITUTE OF ARCHITECTS FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 8, 2010 TO: Nancy Esposito 500 Blossom Bend Mattituck, NY 11952 Please take notice that your application dated May 24, 2010: For permit for "as built" decking & construction of additions and alteration to an existing single family dwelling at: Location of property: 5{)0 Blossom Bend, Mattituck, NY County Tax Map No. 1000- Section 115 Block 6 Lot 31.1 Is returned herewith and disapproved on the following grounds: The "as built" decking & proposed additions (2"d story) and alteration to this existing single thmily dwelling, on a non-conforming 25,690 square foot lot in the Residential R- 40 District is not permitted pursuant to Article XXIII Section 280-124, non-cx~nforming lots; measuring 20,000 to 39,999 square fi:et in total size, require a minimum side yard of15 ~iaet and total side yard setback of 35 feet. The proposed additions and alterations show minimum side yard of 5 ti:et and total side yard of 28.5 tbet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. Tox*n flail Annex 54375 Main Road P.O. Box 1179 S{mthokt. NY 119714)959 November22,2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631)765 1802 Fax 631) 765 9502 Nancy Esposito 500 Blossom Bend Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 411184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 35623 - Covered Front Porch SURVEY OF ° LOT 26 & P/0 27 d MAP OF ° MATTITUCK ESTATES , INC . � W FILE No. 4453 FILED SEPTEMBER 8, 1965 0 SITUATE w MATTITUCK CONC. 8 . .. d 82*16'1 E ° FOUND V °. MON. TOWN OF SOUTHOLD d p 9274 LOT zs SUFFOLK COUNTY, NEW YORK o� SET STAKE O S.C. TAX No. 1000- 115-06— 4 0. 31 . 1 ° �' sET SCALE 1 "=20' I P! 4s os STAKE Er DECEMBER 1 1 , 2009 ° ~~ ° STAKE CLOTH 3 9�' 47.71 GARAGE FRAME 254.98' I � �5 < r " l " � SH ED \(� �3 oGSE 1 5'N FOUND - LLLIII CONC. MON. n AREA — 25,690 sq. ft. a 26.0' 2.2S. 0.590 ac. d O Ljw WOOD—�' ° 4 W 3' POST Wry O WC N 0 WOOD—_0 O CER TIFIED TO: Posr O NANCY ESPOSITO (0 WOOD0 POST I 0 4 4 W d C/') 20.1' _ 0 d ° W .; `--CHIMNEY LOT O _ 49, 1 4d° I LAMP Z41 Q 20.0' 2� 5— °a POST 4 ° d 3.0' > w d a ^s'^-O'°^ WOOD DECK ..�.� S 00D N ° 4 b O °. 6 4. 4 NEp,D ,�!��`{+, 7• � O Z d� ASPHALT DRIVEWAY a MMi„' BRICK PATIO 4 ° SET ° °... d o (` 7.6' 12.3' STAKE . HOT io N TUB FRA 4 ° �= WOOD WOOD SHEDC .4 ° °o'zA 1 S� 22.9' WOOD DECK STEPS RAMP a J IV 82016910„ STAKE d _ 4 ° _' W 6✓rT __ PLAY SEi 4 Jr 8 o HEDGE I Q ^ AK �' ° e_ 0' � �� j.,� o E����,� `.--- - ���RRE Anou - °4 SL 4 STAKEN POSTS NSEr 82° 16, STAKE 82° 6'10" w 4 4 O 32.00 0„ W o o 0 r �p P/O LOT 27 STAKE o� ET o 164.48' N d O r� co O Z n PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS„ESIA@LISHED BY THE L.I.A.L.S. AND APPROVED-AND ADOPTED FOR SUCH USE BY THE NEW WRKt-stATE,tA D TITLE ASSOCIATION. 11Ai �� N.Y.S. Lic No 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF NEW SECTION 72LA OF THE NEW YORK STATENathan Taft ^Orwin III EDUCATION LAW. (v'¶ 1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR ^�� Surveyor �Y- I w�O� EMBOSSED SEAL SHALL NOT BE CONSIDERED ■r V AVENUE TO BE A VALID TRUE COPY. QF`�/CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE 631)727-2090 FOX (631)727-1727 ti OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 29-292 GENERAL NOTES £x T�' 1 SH E.ty ° 1. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE 10. ALL NEW PLUMBING WORK SHALL BE TIED INTO EXISTING SYSTEMS OF DOMESTIC WATER AND ° OF NEW YORK EFFECTIVE JANUARY 1, 2007, NEW YdRK STATE ENERGY CONSERVATION CODE, SEWAGE DISPOSAL IN STRICT ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. ALL AND OF ALL LOCAL GOVERNMENTAL AGENCIES HAVING JURISDICTION, INSOFAR AS APPLICABLE PLUMBING FIXTURES AS SELECTED BY OWNER. TO HIS PORTION OF THE WORK. 11. HEATING AND AIR CONDITIONING SYSTEMS AS DIRECTED BY OWNER. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. HEREIN SHOWN AND REPORT ,a _ ANY DISCREPANCIES TO THE ARCHITECT, IN WRITING, PRIOR 1'0 THE START OF ANY 12, 17"vtn£ *tF-W GAS FIREPLACE AND INSTALL IN ACCORDANCE WITH ALL APPLICABLE CODES. CONSTRUCTION.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 13. CONTRACTOR TO SURVEY EXISTING ELECTRICAL SERVICE AND DISTRIBUTION SYSTEM TO NOTE:DUE TO VISUAL INACCESSIBILITY TO THE MAJORITY OF THE VARIOUS COMPONENTS OF THE DETERMINE ITS ABILITY TO SERVE THE PROPOSED ADDITIONS, AND ADVISE OWNER OF THE EXISTING STRUCTURE, IT IS IMPERATIVE THAT THE CONTRACTOR FIELD VERIFY ALL DIMENSIONS FINDINGS. ALL ELECTRICAL FIXTURES AS SELECTED BY OWNER ALL ELECTRICAL WORK TO AND ASSUMED/EXISTING CONDITIONS SHOWN ON THESE DRAWINGS,;PRIOR TO THE START OF CONFORM TO N.E.C. AND LOCAL CODE REQUIREMENTS, AND 'BE UNDERWRITERS APPROVED. RETAIN STORM WATER RUNOFF ANY WORK,AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR CORRECTNESS. ALL CONSTi",),,,, E`M J CIL],'.! PURSUANT TO CHAPTER 236 , (MEET THE r�EQJ :�':,- ": :- ;' r„ ;;,E OF THE TOWN CODE. 3. PRIOR TO SUBMISSION OF A BID, EACH BIDDER SHALL CAREFULLY EXAMINE THE EXISTING PROVIDE 'HOT WIRED INTERCONNECTED SINGLE STATION SMOKE DETECTORS WHERE SHOWN - ET THE R fl�.�',',' rt : ,r. - PREMISES TO SATISFY HIMSELF AS TO THE CHARACTER AND THE QUANTITY OF THE WORK TO BE ON DRAWINGS. i-A!1'. PERFORMED AND MATERIALS TO BE FURNISHED.AT THE TIME OF SUBMISSION OF THE BID, EACH APPROVED AS NOTED BIDDER WILL BE PRESUMED TO BE THOROUGHLY FAMILIAR WITH ALL ASPECTS OF THE WORK,AND 14. BUILDING PERMIT AND ALL OTHER REQUIRED PERMI.TS SHALL BE PROCURED AND PAID FOR BY NO CONSIDERATION WILL BE GIVEN FOR ANY MISUNDERSTANDING CONCERNING HIS WORK. THE CONTRACTOR. DATE' ihhcB.P. # -5 S� -3 4. FOUNDATIONS 15. ALL SLOPED AND CATHEDRAL CEILINGS, CONCEALED ROOF-CEILING SPACES AND ATTIC AREAS t� �+ e A' s -., FEE: +_?:___BY Y� ' TO BE VENTED AS REQUIRED,TO INSURE PROPER VENTILATION OF L CONCEALED SPACES. OCC� � "-� ' �- 3 �E �'�.� � �.>o t ,�, NOTIFY BUILDING DEPARTMENT AT A. ALL FOOTINGS DESIGNED BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF 1 TON PER gg 3�-� I I `�! i; 765-1802 8 AM TO 4 PM FOR THE SQ. FT.CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY.ALL CONCRETE TO 16. DOUBLE JOISTS UNDER ALL POSTS AND PARALLEL PARTITIONS,UNLESS OTHERWISE NOTED. USE I a.1 U�LA V V��r r_. FOLLOWING INSPECTIONS: HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I.AT 28 DAYS. 17. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF, �?1 1THOU T CE RTI FI CATE 1 FOR POURED CONCRETE REQUIRED SUITABILITY, AND i ONCRETE B ASSUMED FOUNDATION WALLSCNTRACTOR TO FIELD VERIFY THE EXISTENCE, CONDITION AND FOOTINGS.A Y FOUNDATION OR FFOOTINGEXISTING OF CONSTRUCTION MEANS, METHODS, R FOUND TO BE CAUTIONS AND PROGRAMS. SHALL BERESPONSIBLE 2 ROUGH E FOR ADEQUATELY BRAC NG ° I� OCCU I_AI V C I STRAPPING. EL CAL TRICNG, IN A STATE OF DETERIORATION SHALL BE REPLACED AND/OR- REPAIRED, MINIMUM AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, 3. INSULATION CAL&CAULKING ACCEPTABLE FOUNDATION SHALL BE 8 LOAD-BEARING WALL ON 16"X8 CONCRETE FOOTING. DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE COUF3, STANDARDS AND GOOD 4. FINAL-CONSTRUCTION& ELECTRICAL PRACTICE. � C. CONTRACTOR TO FIELD VERIFY ALL ASSUMPTIONS, SHOWN ON THESE PLANS, CONCERNING 0, MUST BE COMPETE FOR C.O. THE EXISTING FOUNDATION AND'FLOOR STRUCTURAL SYSTEMS,PRIOR TO THE START OF THE 18. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE AS 07 F EN AS IS REQUIRED TO ALL CONSTRUCT ION SHALL MEET THE MAINTAIN SAFETY CONDITIONS IN AND AROUND THE BUILDING. A" !HE COMPLETION OF THE `$' REQUIREMENTS OF RHE CODES OF NEW WORK. WORK, THE CONTRACTOR SHALL LEAVE THE PREMISES IN A THO;:O YORK STATE NO' RL SPONSIBLE FOR JGHLY CLEAN CONDITION DESIGN OR CONSTRUCTION ERRORS. 5. STRUCTURAL LUMBER&STEEL READY FOR OCCUPANCY AND USE BY THE OWNER. C`1 ° A. ALL FRAMING LUMBER SHALL BE HEM-FIR NO. 1, MINIMUM FIBER STRESS=975 P.S.I. UNLESS 19. THE INTENT OF THESE CONTRACT DOCUMENTS IS FOR A COMPLETE AND PROPER JOB.ANYTHING S OTHERWISE NOTED. NOT SPECIFICALLY CALLED FOR, BUT REASONABLY IMPLIED FOR ACOUPLETE AND PROPER JOB, t IN THE OPINION OF.THE ARCHITECT, SHALL BE PERFORMED 6Y [HE CONTRACTOR AT NO B. WHERE MICRO-LAM BEAMS ARE INDICATED, THEY SHALL BE AS MANUFACTURED. BY,TRUS- ADDITIONAL COST TO THE OWNER. UNDERWRITERS CERTIFICATE JOIST CORP.,WITH A MINIMUM FLEXURAL STRESS OF 2800 P.S.I. REQUIRED �. 20. CONTRACTOR TO UNCONDITIONALLY GUARANTEE ALL WORK. i N WRIW a, FOR A PERIOD OF ONE C. WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, CONTRACTOR YEAR FROM THE DATE OF THE CERTIFICATE OF OCCUPANCY'. TO PROVIDE AND UTILIZE THE PROPER SHANK AND/OR ANNULAR RING NAILS, OR OTHER -�t�oprs � t ii;3 S AS RECOMMENDED BY THE HANGER MANUFACTURER,TO INSURE � 1 �_� ��� �p t<co� APPROPRIATE FASTENERS, THE APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS, PROVIDE JOIST 21. CONTRACTOR SHALL CARRY WORKERS COMPENSATION Ilh­' --'LCE IN THE AMOUNTS PRESCRIBED BY LAW,AND LIABILITY BODILY INJURY AUTOMOBILE A',.2(THER INSURANCE IN THE ° HANGERS AT ALL FLUSH HEADERS. r , _ inn AMOUNTS AND PERIODS SATISFACTORY TO THE OWNER. FIRE INSUR��'..W i i BE CARRIED BY ' �'~ D. STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION A-572-GR50. THE OWNER. SEN PERMA-SHIELD (COLOR AS SELECTED ';Y OWNER) VINYL O"^ ^,;',7AMA3E 4 \\ �` 6, ALL WINDOWS SHALL BE ANDER 22. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SUSTAIN ALL L ARISING FROM ,a C c�t7 COVERED WOOD UNITS GLAZED WITH HIGH PERFOfMANCE INSULATED GLASS AND FURNISHED THE NATURE Or THE WORK TO BE DONE UNDER HIS CONTRACT OR Fi:':'.�ANY UNFORESEEN OR ° y �'� ; WITH INSECT SCREENS(OR AN APPROVED EQUAL). UNUSUAL OBSTRUCTIONS, OR-DIFFICULTIES WHICH MAY BE ENCOUNTERED IJ'J PROSFGIJTi�Jr- F"i° "'� E t.�g Ap �`c� 'a SAME,OR FROM THE ACTION OF THE ELEMENTS SUCH AS WATER, HEAT,FRU; ,,.'R WIND.IN THE N ` A. SLIDING GLASS DOOR UNITS SHALL BE ANDERSEN "FRENCHWOOD" DOUBLE-GLAZED n EVENT OF TEMPORARY SUSPENSION OF WORK,OR DURING INCLEMENT VvLAi'F'7;R,OR WHENEVER � '� !3 INSULATED WOOD DOORS,FURNISHED WITH INSECT SCREENS. AND CAUSE HIS SUBCONTRACT-7 ` - DIRECTED BY OWNER,EACH CONTRACTOR WILL, I 0 PROTECT HIS MEN AND MATERIALS AGAINST DAMAGE FROM THE WEATHER. IF, IN THE OPIN'ON OF THE ` OWNER, ANY WORK OR MATERIALS SHALL HAVE BEEN DAMAG-. OR INJURED BECAUSE OFA FAILURE OF A CONTRACTOR OR HIS SUBCONTRACTORS TO SO PROTECT.WORK OR MATERIALS, I 1'O Co _.il3tJ /a r2t~A SUCH WORK OR MATERIALS SHALL BE PROMPTLY REMOVED, t�NU REPLACED BY THE _........_Q.__......_..e� e' 7. WOOD SIDING TO MATCH EXISTING. ROOF SHINGLES AS SELECTED BY GONER. PROVIDE 6" CONTRACTOR RESPONSIBLE,AT NO CHARGE TO THE OWNER. - :=l 1#4 D 16.� p n0005 I t� PAINTED WOOD SURROUNDS AT ALL WINDOWS AND DOORS AND AT CORNER BOARDS,AS SHOWN Rtl P o D I 5,� (_' hd L oea rc. -A�rG s-C•o o T o rcT j r T:�ittirES R& f-3"arr..i ov�PZ, t�X°£7''G ON PLANS. 23. ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE DRAWINGS, AND THE E�. ::. OF THEIR opv G° rx I � ° " RESPECTIVE KINDS, NO SUBSTITUTIONS SHALL BE MADE BY THE CONTRACTOR WITHOUT THE PROVIDE METAL FLASHING THROUGHOUT TO INSURE WATER-TIGHTNESS. `'�� P �zc+`� 2 5, .4" WRITTEN PRIOR APPROVAL OF THE ARCHITECT. FOR PORTIONS OF THE WORK NOT SHOWN IN 8. ALL INTERIOR FINISHES TO BE AS SELECTED BY OWNER.ALL INTERIOR SURFACES AFFECTED BY DETAIL BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING ' co THIS WORK SHALL BE PATCHED AND FINISHED TO MATCH ADJACENT SURFACES TO THE REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE MATERIALS, METHODS, AND `, V% YPSUM BOARD WALLS AND CEILINGS TO BE TAPED WORKMANSHIP SHALL CONFORM AS A MINIMUM, TO°THE TYPICAL OR REPRESENTATIVE DETAIL SATISFACTION OF THE OWNER.ALL EXPOSED Gt AND SPACKLED (3 COATS) AND RECEIVE 2 COATS OF PAINT (BENJAMIN MOORE OR AN EQUAL, THROUGHOUT CORRESPONDING PART OF THE BUILDING. APPROVED BY OWNER). INTERIOR DOOR DESIGN, FINISHES OF WOOD TRIM MEMBERS, WOOD •� J RAILS,VANITY DESIGNS AS DIRECTED BY OWNER. _ 24. BEFORE FINAL PAYMENT WILL BE MADE BY THE OWNER, EACH CONTRACTOR SHALL DELIVER TO - "' THE OWNER WAIVERS OR RELEASES OF ANY LIENS ARISING OUT OF HIS CONTRACT,AND SHALL 9. KITCHEN CABINET DESIGN SHALL-0,E As sNowO AND BE AS DIRECTED BY OWNER. DELIVER ALSO ALL MANUFACTURERS' WARRANTIES, GUARANTEES, OPERATION AND C CONTRACTOR TO PROVIDE SHOP DRAWINGS, SAMPLES OF FINISHES, HARDWARE, ETC., MAINTENANCE MANUALS PERTAINING TO HIS WORK; FURNISH EVIDENCE SATISFACTORY TO THE I t ILLUSTRATING KITCHEN CABINET DESIGN FOR CONSIDERATION,REFRIGERATOR, SELECTION, AND APPROVAL OF OWNER THAT ALL PAYROLLS, BILLS FOR LABOR, MATERIALS,AND EQUIPMENT, AND OTHER OWNER. ALL KITCHEN APPLIANCES (RANGE, DISHWASHER, REFRIGERATOR, ETC.) WILL BE INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OF HIS PROPERTY.KAIGHT IN _, „ .... .. t .a - -- - .;.�•� PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. ANY WAY BE RESPONSIBLE,HAVE BEEN PAID OR OTHERWISE SATISFIED, 1-4 NOTE: WASHING MACHINE AND DRYER WILL BE PROVIDED BY OWNER FOR INSTALLATION BY ;` r 16-�.A 5�°;' `,( 1.t, .M_� ` G� f e� i.�(, J��, � ))2,Z' �,�I . CONTRACTOR. Stier i l:D I a : ror,� A,,1;,01 -w 10r-4 / t,�L."ram,a,-r" Icnt_1� v, /A pa; t_:: �-1 o C. kl� rz d CHARLES A. DI GIOVANNA REGISTERED ARCHITECT 47 SO. EMERSON AVENUE, AMITY HARBOR, N.Y. - ..� 4-, .-J V ,can rz c-P, 1 c tz o J �10 t t c.) 9 6 L of v H- r?- 1 opos 1� 2 �'l.aca a2. ^s;'cP t -r(4t) 1 - 5t5�'j' - ) ) I ?�\ ` v t�•�L cLQra wQdo � t-� r � W E,o rap -g t 117 t �.d tr. T o C" �1 t \ -111--1- J ►a.;---cam 2 Nfi �+t-1 c GLA z tri m A-r c t-1- E X t � { til G i_1_�__-T I))-?'� I I ' . r i 1 11-4': GiZ- a.`�"f�-�€? � r u �'d i P 1 1 ( " L.'T yr r.7 i c C. 'T H rz v o v'[' �rzop e»s fie' cc'vr- 117 E� L r--X-r Et✓r.r o r--v t '5 ► 1 ) "f -- P I i�l \ pnz5 £ CArt� LCc.� \ \ Lta 'c ©� � �rd-`� t5F � !� i ,� ,► �, 9" R a T,rr rz T q ?G" d-c. Ct3 y+ca rd . : �• 2:'v G,= L t... �2•-•r t re. � co cx. ) I 1 777,7 ) t ? \ 1 `� 4 a_ I t `T 1 } ( ) -#•t C � Y b r.r r��` --.. � >t I, I - ��•5 t ► ( t 1 ? r , ;, ( ) � ) � 6 IT- qD r I f yl j Wcoo ori corAPoVI "r ;. - - .... . -.. - ._. . i t ) r 1111 I. r 1 4 � 1 ? )t { i ? 7 "�• Wa H �l ✓, � Y- _.L'l..l. {•�, ` v.�.. 7�.w a i•.-u� au�.6inlw �'I �'a.r_..,... •�. r +m.�MY�'`•�- _; _ y..v'J'...r•t 1F^Y ♦T ...w.sw. +w.v.uwem>.++.r ' ~- Tii .. l 1 T----�-+ -N----� r--1---�-I- \ _ - - - - , d ted A -r R o ca F f-+ r t-1 G (l a ca t= r'" r:=y t d A T -p'a t ce L r-� i'Z.S -r r--t��/ L YL- . r h .� � I ' t - �= ' , ..�. .I.rte •5 2 v >c -t v p- p S t G ter ab 'T O W 1-11 1-1'STA p,�►.i L.5 1 i ._...._._. v.__. _._`--�-.=--.�~-~�~--_- � �P r4 ca-r m c L L w t N pn 11,15 W 11,j A ! D M 1.1 P- j7 L R R 115 ti-4 A G G o r L t;'R l-a G Wrr44 ' .. � \ ...y__--_._._.___.__..,_......__...._._._.._ -- _....,..�..� I-- _� �N•�(, �Ta-I'� �u t t.n t tJ G a mr��'. . i�a�E.r-S S Nor.,L c. t3� - pr - G %/a n-, T W E- G v,4'7. E D V,p ?-)-J111-4 G S vJ �- J;1jr,Modz r-- 45-r,4 1�-nn - �ITTAGHh7LrA`T F-I�fl. nwA2 � prz.vV �D � D C'CYQ w IJ _ :pVt- 14t:v' opGNr11.16 �� 0. mavLip f- W1N-ra'vv✓5r G LA 45 p' ! t ---- "__ TG• wlTH' 1 PAcT' 2P-StsT/� tS`r '11 11L f..k r o --r 1--7 15 t2. '"> t�-' r _... ._. JAI r7 fIARLES A. DI GIOVA-NNA` C _ --s--� � -4-� REGISTERED ARCHITECT � 47 SO. EMERSON AVENUE, AMITY HARBOR, N.Y. , _ jj / �� .r3�z E.- F!e P'.� " M TAC..- F•L.u� Caa.E�czr,J L'Z 4mN p rz, f=m rz to A _ .._ . -e:_o_.._�!.fr fes F-#-A c 1-FW ao ca oA - !o LA -s S+ - D dG9 m- 5 G. t� " F to D %o" W coo a17 b-h& _ J. - t-4-5u L A T t�� ai'i r�ocs 1"z 1 : - Cant wi• r, j\ � t r � � A . � T F)C^ .r--.K t It-,"7', 6 r as S Ci d y P) x SL �" 56 r i Y a �. CHARLES A. DI GIOVANNA - ;F `' I-T .-•' . ..� REGISTERED ARCHITECT 45 47 SO. EMERSON AVENUE, AMITY HARBOR, N.Y. e4 i . 1 1 I G rz- .�. w L. sL'Tc'4--t a V *2 E.A t N n I c r, -r,_C--� po t2--t 1.4,1 -r ea S P h.� — - I t+-f n IG�l'T'�� 2'Ex 4„ . � tCo" D� t3�a 2 Er•d � ��.os 2.-t E"i'rc�rtl� C�w c._L►-'T-......cam F_rz- 0�,'X 1.s-r G 4�-.czn-j c- F L a- A M r—_c>.r2-:.:.-5;_u F':P'Cy-i2-T"__ez� F1r L s+o a- ,f O 1 S'( S A o F P iSOd� '�M s ►� 12- -'wt P R y E r7—r-fZ_ tA t1 rr. tiC 1�2•a �_( e.1 F-r C 4 C v 1 • 'r 4 p - P rz.o p-c s � wao rda✓E to pr 0 - p vv bD �1, (� 11 Gc?L *� p t3 t7✓ --f a L.. ° P L.,� 'r, PLA'T j5 _ - - pnQJl --� It x 8 11 Wd>CV a !tet^..✓V e.m 5 r--r- a vJ/ Ili"¢S Ed1aM - Lh 1301.7 pri-o }-}u rL � ►'✓? >✓t F�L •J O �S T t-I !� rz.-S a� �.!� c t-{ J c.71 "`•� "�." fo ri ? Q n-4" x2.-4 rd-T C4,An 17 • • wt- tNC .c7p . �✓l�.�pvs.�� -— as E rP ,; 1—'— '; � (T +mss �'® �t� 1 �+t�^� ,,/ Al l.. cn) PL 01 C -!'y p,� jvj A `T".-"- i y t - - CHARLES A. DI GIOVANNA' 'REGISTERED ARCHITECT p �� 47 SO. EMERSON AVENUE, AMITY HARBOR, N.Y. F {-' ...-._.-.-..-w........,..,..,�.....-....>.,...,,e....,,.....,,...v.,........«..o-..,,.......,..«,..,...Y.-..-...4�...,.,..,m.,.-.r..,.-....,..,.._+...e...-..,.....,.........-,....-..-.o.�.......�..�,.-.......,.,.�...�w>,�u.,..-.�-..,.....,.,,...,......,... ..<.a-K�+..a.,,........••�,r�_..-�>. .,.....,...,,.-...,,.�.v..+.m•...e..... ....»•_.-........y.r.-s.e.«„,-„,o+.e„c,.,.,,.G,n»,-u•,. _ - r-m+�.�a++ .c- :+rce. i t NOTE 1- FIRE RETARD WALLS AND CEII 1NG OF GARAGE WITH 518” . 4 TYPE"X”GYPSUM BOARD AS PER NEW YORK STATE AND f LOCAL CODES.INSULATE PARTY WALLS AND CEILING. F _ } NOTE 2- FIRE RETARD WALLS AND CEILING OF UTILITY ROOM WITH 518"TYPE'x"GYPSUM BOARD AND PROVIDE T'MINIMUM i THICKNESS NON-COMBUSTIBLE FLOOR AS PER N.Y.S.AND ------- LOCAL CODES.PROVIDE OUTSIDE,COMBUSTION AIR. NOTE 3- 314 HOUR"C"LABELED INSULATED DOOR. NOTE 4- PROVIDE MECHANICAL VENTILATION AS PER N.Y.S.AND LOCAL CODES. NOTE 5- PROVIDE NON-COMBUSTIBLE SHEET METAL FINISH ON UTILITY ROOM SDE. aNOTE 6- INSTALL PRE FAB FLUES IN STRICT ACCORDANCEWITH E ,► THE REQUIREMENTS OF THE N.Y.S.AND LOCAL CODES. MAINTAIN MINIMUM CLEARANCES TOFRAME CONSTRUCTION .` AS PER MANUFACTURERS SPECMCATTONS. r ea f L c> u(� L=xE t ' `?" �+ Co.eS �..� G r--Le: to rz i1O *Tt �J t- �F T1-! 4z MA.ar► r F Ttt Y,t s-r "G p -To <:tz E,6-r a rI t=.yy Ie-} 'T' r4 V fJ �Xfs'T 'G pq a ,0 �- �L• tao ns �-4 G V pl',L4� 4Lv" + NSR /�. t3 �✓ i.ot4ez� 9 P1 tG Lia .T 2 It v " 0.4/4 ><of/�} rn i e 20 LAM' I✓c�-l1c ¢aF -j'�a s a•1"a� 1 rE.°' vl�"1' 1 x. f✓ -i- .E -YL �>c I T tS *�a t✓1 I � -�.X t>T'G I t> 1 rJ t nt G rx 0 � iG. +`r c.W E t-j P -Z-2"�t r9 � V> O 3 '1'�,�,t " K�Jt�q K t ci-zcav-L-F•M F'c7t?"-I s o&3 cl Pato, .,L{. - - 3 " 'rfLr.°sP_ ice' 4 1pr2.v%,/►o Id fs QYV FLU _,W NDr4-- y it � � - _ l rs.o- qty 'mkt 6T 6 y9 �'L m/` 4.. ."X�P" �� QovT t±•Ir.G7_�"-q Xi►BQ�f 4 } .. oS."C� �_. . _ - .-. Q — _ "� �Nts - I OJIL -'70 rz � M� 1 sJ - 1�et� pR D t1 ��\. P. �„ 1 ! Sgt/A N �A I I, f-A tc-R o - L� t� _N - 1 �4""�c �+ "` FLv��-! s I a M - 5•W f {� Gea - .. wM g.rJ r�2 .a _------- o R t r. ' 1V11 Gt o -L�.IY� A D 04 . �I Dtz N C-40Tt: I Fan .. .. i �1 ' -0 'F�-uSt-r t-)02 r�ouE 0 -r f i s t\_i i4 �.46 ?3eC� 3 .' 0 n G HO ►✓I �,Is 7 cvf,r1ci� r � �. �' 1 �"i k« !�` (� � .00 A - � 2. 21+ x v-l+ r' �:rt s tib OC.. } � T a "1 i ivl - I a v L !r32µ rs,c t ' p" Lott (�; AdAL vJ t tir n nom Grd�U"1: L--- �i - 0^� r ----� - , r ' /� - _ —_....—_ ____ --- ----- �'—..—.. ---------- -- ' � - C��,b�L.»fa��,. ,dye t�-,a- T � r�v'�f�..{-j �i5. (7 •C�oea��; _ y ---- -- -- ----- --- -- C� , G!r y� :f"iZ �7 F7 Gs r. 17 t� I.7-T.I „'r ,ls.L"Z I z A-r t�7 CZ � s — - � rz t- Foy- �(•1 c �. . CM14, »�ArZIt� e. Ac ,-�c =25a�-` ; ,� CHARLES A. DI GIOVANNA i0' 5 REGISTERED ARCHITECT 0 1'-3" 47 SO. EMERSON AVENUE -AMITY HARBOR, �" r �r e O N.Y. 4 111 + IF -4 Ps 0 4- F ate. 41- l'-fl!4A fc.T -4 a- 'LA a-�-m L 0 R�p A .4, 1Z..024t yl 0 60 A, ri-"3 .0 'I AL 4" 41 4' .40 roo"I oy)0 e5#A a a 49 1Is A 1a, b t -r,4-74F 12 is rd- to j a A a I OOf Z-5M, v Liv f;K T� IQ ) T r4 . .5--rF-rz- _F17 co . I)r^L frj L c FFS t,-7 v 6 rx 4- 0 cr, ?,-A Fr L r-- C-r 72 IZ 10 cp c- �4 f5 P_ ILK- tj ss j r rl 0 4:�. ........... C5,04 1,4aO CK —A-M-e-H V/ F_ �4 %A1 op 14 -4o -.A ;:7 r- )e e 10 A2_ez--k I 74 0.0\tv , e .9 115✓ CA's m at4-r p2, T rz- ti I C.-I 1.4 a rz .4,. IL ti CHARLES A. DI GfOVANNA REGISTERED ARCHITECT' 147 80. EMERSON AVENUE, AMITY HARBOR, N.Y. I 9L � A 0 C tit v _j -T-r-f 1i---Fr� j v�4-j tj r2 � oZ;4;) 14 p r-2 e t= I f ! 1 r2-_C a IG"per - a eoL.t_A TL-pbrm 5 o G it �2ftY�'. G•� ' rx Ito d ,G• I � t +; � �} � .... .-_ . IJ g . „J`e./L,.J 'E.,. f�Yr....j`. .•�,E � /` _.�.-,. ....r, �` � - t V�.. .;§j'S e',,�'t �; -` i'' .E.,� I Y l �:i '1�: �� FLu � Harz vo ��-r-rarz Q Lrsrz� Ir,��R �yPs rA 6-oc-rc��,� (B Ey0 r.t Q s.f ^s rz a'D 0 'I 0o i pos-j' p,��c s D _a d `I c7 Ma T--4 ,Ir.�1S 7 G � /z tYr d _ y a ra -' e 2 .e r5 a•-rt•4 snr- tro rzo P , ' . s--T m ?-"A—r+4 7 M tiGT E 1- r�2 ��� •. 3�4" L w p i.oc�tz. jj - I3�. M �s 2 a �-t'R a P / Sd t4 6 1 L S ti l E�c+i 0711X " 5, H045: O✓aCZ 4" p f ulopo �Lsed 1FLiooz• Jai5'r--TwtST it4-rr-Ack Ta j IG"c1y a { '' d G• ra r l �/a fZ (a 5 7 3 T t7 f -r Y p A L v- cA,,r t t.tv G.`rzT) . — S 4M.P40AJ �LkT ?Q " SCO.!' ht7Af. l' r ' C._ 1... �X ► Ot' 06 I a 0 }. Gs++N a a?oo t2 a trn FLIz J otl6-t' - I r7- a - rP p AA) i tsvte D u QIV 16/4" .44144." - L v�t-1 � tit ro rz- �_. - T E " _ I µr: N�cflE12. ---- 5 ppo nr pvr 'T m0-''S" - ` E f'a 17 6 pA ra..-r t-[1,0 tj tzo t/Ip� i.(CY�1 2"Y-4" 157"v-Pis 2i+Xq " 1r ty It-4 Cp --- v LA - ' 'To n-� 1 s pT H is t t-t''' l uorz� rtr✓I. — _ i 2 rz :p rrl �L.oa rt f3Ia�r+C'v C;�i �!"{�W >,1 t i -VA" pLywo FrL Oct a 119 ,1..R� - - � - �` --- ._ to L.A rz _ _.. _.____ _ _ G L: f � it ; i la 1". - 4 �t ,— r _ - _ ` ` Ir aw► mP o J >~N �5`''ra•A1fp l' _- r is L t ` ( citcol.rc G a1,t..� ►". `.._.. .Ia l=�I '�'r` G...�vra r.t 0 'A-T +O hJ ; c0 V -r�.. <=- J CROSS-SECTION LEGEND 1. ASPHALT ROOF SHINGLES OVER 15 LB.FELT ON 1/2"EXTERIOR PLYWOOD SHEATHING. 2. Wis6P.SIDING OVER 15 LB.FELT ON I"RIGID INSULATION SHEATHING(R=7.2)OVER 1/2"EXTERIOR PLYWOOD SHEATHING.PROVIDE 3 5/8"BATT INSULATION(R=13.0)BETWEEN 2"X 4"STUDS @ 16"O.C. TYPICAL EXTERIOR WALL CONSTRUCTION. 3. 5/8"DIAMETER ANCHOR BOLTS @3'-0"O.C.-MAXIMUM 12"FROM EACH CORNER. 4. CS20 METAL STRAPS @ 16"O.C.(@ EACH RAFTER).WRAP STRAPS OVER TOP OF RAFTER AND TWIST AND ATTACH TO NEAREST STUD BELOW PLATE.TYPICAL RAFTER TO STUD CONNECTION 5. CS20 METAL STRAPS @ 16"O.C.-EXTEND 14"MINIMUM ABOVE AND BELOW FLOOR CONSTRUCTION.ALINE STUDS ABOVE Al-'D BELOW FLOOR CONSTRUCTION.TYPICAL STUD TO FLOOR ASSEMBLY(2'`R'FLOOR)TO STUD CONNECTION. 6. CS20 STRAPS @ 16'O.C.WRAPPED AROUND SILL AND SECURED TO STUD A MINIMUM OF 14"ABOVE FLOOR. TYPICAL STUD TO FOUNDATION/SILL CONNECTION. 7. 2"RIGID PERIMETER INSULATION(R=11.0) 8. BATT INSULATION(R=38.0) 9. BATT INSULATION(R=19.0) �.< �_ cz c.�•rr TZ p � ® '3 � j D+J I I� � I� �',t;:::`r'�,Imo- A,..�-t A 7T ­T I --r La c.. W t2- CHARLES A. DI GIOVANNA ia ' } REGISTERED ARCHITECT 47 SO: EMERSON AVENUE, AMITY HARBOR, N.Y. �t� •mom � F. [ r .,'" e^Q !t AILIN.0 : ='IC•F� EQiJLE�EX POSU'RE "g_„)_ JOINT•DESCRIPW- N NLfMBER OF COMMON NAILS NAIL SPACING R C7 CF. F'' ' R A M 1 RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d PER.RAFTER COLING JOIST TO-TOP PLATE{TOE-NAILED') 3 8d' PER'SDIST __ n G.Y„ C Q ��:R✓A ?"/P/.1 C C9 M P L j/t}/4 G E FcO f2 Al CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL.JOINT) r RAFTER SLOPE: 3:12 13 - 16d 4:12 10 - 16d "5:12 8- 16d EACH LAP' 7:12 6 - 16d 9:12 AND GREATER /vA M al p 20 po S� Aoc/r'/o�vs�.�►--t,jart�sT'/a n,� � 19- 16d • • /1/ r CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) RAFTER SLOPE: 3:12 13 - 16d 4:12 10,- 16-d , _.. 51.12 8- 16d EACH LAP 7:12 6 - 16d 812 AND GREATER 6:- 16d 0,'4 fl. 00r1e 15h0/1 1,11 15;-/J-IG•f' eOrti4DY/Yf41/1C2. W/ C.40,0ips- 12- COLLAR TIE TO RAFTER (FACE-NAILED) ��))� // 11 /r RAFTER SLOPE: 3:12 5 - 10d k�het- £��lGt2hC M 4,4T 2067 1�J"fgQyIla e� OT' 4:12 4- tOd' >3 ". 5:12 3 - 10d PER TIE. 6:12 AND GREATER 3 = 10d QTh..� RU/101rJ$ - i�kA" BLOCKING TO RAPIER (TOE-NAtIED) 2 = 8tl. . EACH END Zs 4P.1:26 0,0 on RIM BOARD TO RAFTER (END-NAILED)• 2- 16d £ACH END Z m k e. 4' L!•S W A L. 1_ ; F R• A M I N G -0 ym aLxt J'7 u#f Y-�BIa L7t/"Q�/mYJ V �LkGiTO y' r Q ;¢O TOP PLATE TO'TOP•PLATE (FACE-:NAILED) 2 -16d� PER TOOT s e Aoyu*fvm1 ojl //p h'f ql/r �G Gfd V s . d TOP PLATES AT INTERSECTIONS (FACE-NAILED) .4= 16d •-Jt71N-TS-EACH SIDE f A/N/If/IHvfn Ge///dp y 'L�' Y6!f/Q a Q . O t/!!//!1/:1�//1l LtIOOLJ/ r0°IK e G/Q!� a 2+ //(� y� f S O L l STUD TO STUD,(FAC£-NAILED). 2 -*16d .24" D.C. dp m/N/A►'L,W I//ma}- -Fla /�. Iic1 L/B ? /,o tom al'opZh = I'Ov/ HEADER TO HEADER',(FACE-NAILED) 16d 16" OC ALONG.EDGES 1 • ist/it t lrc v IJ/ .70/a701^ fz M V a/f14- c j 4,eD TOP OR-BOTTOM PLATE .TO STUD (END-NgiLEO) 2-.16d ••PER'STUD .•..) 11 r 1[- 80TTOM PLATE TO FLOOR JOIST, BANDJOI§T,.ENDJOIST OR BLOCKING 2- 16d1-2 F/O!/17�/ '!►F.�M9 re'/ �v�j 21r4�rorJ S 4Hp L�f/ O i�r<G' Sr/G� bQ4/�J$f /�l TRK (FACE-NAILED) PER f00T 4 -- 46W 7.l/*20 -e)lV a10,V-a -f/i mA Or-e p4P�e•.7''10 mf Ies��ctg.o / !►�`'S t .¢ Lav l/G,¢oL $a s C�+e fe ca! t✓.e a,�!.o r;?6/r pd?o m r m elf a r w/a..e F• L O Q R . , fl IR A. M I N. . G lo a-c co role 4 r-c JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-fid • PER JOIST f✓lL F�J /y//Q Q , �. BRIDGfNC TO JOIST(TOE-NAILED) .2 -•Sd EACH END l Qa 7J.j s'2 W, (700//46 !~ ra �Qh7 5 Aa/( C0yJ 606KINO TO JOIST TOE-NAILED 2 - 11d. • . EACH-END lvt�i SG ew N 11 n 3 BLOCKING TO SILL OR TOP PLATE(TOE-NAILLM) 3 -16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3 -•16d., J ACH JOIST TH/� pme,,/e o? ",q S D Sit•! .v�9/G NCO/ "7-40 'fAf& j?P-'ST OAr JOIST'QN LEDGER'TO BEAM (TOE=NAILED) 3 -.8d . PER JOIST 4owv 14,4 vvr.a / f3�%L/�fC'J:� /4Mr> G/K.��-SrAI3/pIUG / � M e_Cerf- r-Af 'BAND JOIST TO-JOLST(END-NAILED) 3 - 16d PER JOI,;T /TZ"m art O f GLlAprr4d--I?-- /I ArtLK g/cF/G f4.-7V4,- -0 r— HAND.JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d.. PER FOOT Z m o -7 lye- - R <0. O F A T H I . 'N 'G STRUCTURAL.PANELS- PANEL INTERMEDIATE _ EDGES` SUPPORTS INTERIOR ZONE'' 811 6" 12" ` ,31 'p, 31 Gj0 O/a � -PERIMETER EOG_ ZONES "84_ 6"• 6" GABLr ENDWALL RAKE WITH LOOKOUT BLOCK' 8d _4 •4" `i� $° �3"9" � G E •I L I •N G" ' � H ' E A• 'T H I.. N G , r iY '► GYPSUM WALLBOARD 5r1 COOLERS T'EDGE/ f 0"'FTELO VI/ A L L -S H E A •T H I 'N G PANELS/HARDBOARD vr%w!.,rwmhl.. P+•NFrn �s •+. U-0 ,pLrWGuo PANEL ' INTERti01ATE. ` 1$e1 E ;' STRUCTURAL q•o.s.>s t7oi.wo EDGES.. SUPPORTS" ... INTERIOR ZONE" 8d' 6" .12" 4' EDGE ZONE 6 8d'' 6" 12" FIBERBOARD PANELS: : 7/16- 6d a 3"EDGE,/6" FIEL•D 25/32" 8d 3 3"J:D.GE/ 6" FIELD GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10"-FIELD PARTICLE BOAR) PANELS 8d SEE MA'NUFACT,URER F L O ,O R ' S • H •E A T. H I 'N G STRUCTURAL PANELS: 1" OR LESS' 8d' 6":EDGE•/1�t"FIELD GREATER THAN t" 10d. 6" EODE /6" FIELD ' NAILINC, NOTES NAILING REQUIREMENTS ARE BASED ON WA(L VEATHING MAILED 6" ON'CENTER AT THE,PANEL.EDGE, IF WALL SHEATHING IS NAILED•3" ON CENTER AT THE PANEL EDGE To OBTAIN HioHEIR SHEAR CAPACITIES, NAILING-REOWIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHAWBE USED TOMAINTAIN THE LOAD PATH. WHEN WALL.-SHEATHING IS CONTINUOUS OVER CONNECTED•MEMBERS. THE TABIALATED NUMBER•!DF NAILS SHALL,BE PERMITTED TO BE REDUCED.TO.1 - 16d PER FOO-11. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 1B TGAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITION'At: REQUIREMENTS, ALL QUANTITIES ARE..BASED ON 16" OC SPACING fOR RAFTERS, QOISTS.AND.STU.DS, FOR ROGF'SHEATHING WITHIN 4 FEET OF THE PERIMETER-EDGE OF THE.11W,INCLUDING 4 FEET ON F,ACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE-ZONE ATTACHMENT REQUIRSMENTS SHALL BE.USED_ FOR WALL SHEATHING WITHIN 4 FEET-OF THE CORNERS, THE 4•FOOT•EDGE ZOAIES ATTACHMENT'REOUIRENENTS'SHALL BE USED. I pd' „�Y.�Et Sfax YW, q'� _....._._..... .. -_... ... ... ... ... ..... .. ........... ... .. ...... .. ..... .. .. .. .... ... ' .;. .;4 CHARLES A. DI GIOVANNA REGISTERED ARCHITECT 47 SO. EMERSON AVENUE, AMITY HARBOR, N.Y. ,: _ JAtJYe_� t�lt>ylAl� � �T1 !iP'J�► � � ��It�t�_�A�.-tea � Y .._.._.. 5110"il&SCK=4 A , g T OF!MMAL YOrJ;STAIM NOTE,W5%HEM-E VM WT]ZLIVE NA1U6 rat METAL F'RAt'W STRN15 . KND s.eGT TO DAMA6E FROM (S�-5=014 f,09STRAWW: AW REGL1JIi iT9. . EtZCtA�D St'15MiG DE$16N WlNT13z lot!5}1lt"!C7 F10013 5ECT10N1 FOR RG ,It mm"FRAd'lltifi P QI tT5) 61 TE U01 In0A+2 GATE tY a lST!!' D 1MP' IRapERfAYhEii7 HAZARD ALL WJUNG!y. A.6MUL SPECIFICATION IT AMTS WLES5 N07W OTliEMSE `Y '(irk f° A7f9t IL r nRMIT DECAY REC�11DltZ ! HA7 • t"A6'C'trlW E)emPr ` s �1�E7 i���t=-0�°f� t �TO II° � 1aA • TO I IFAYY Mni i4T RAFTER TO 1,ate PLATE ;oE atcJ 5m SEcTm , t�RAFTER RQ i6H OPMNS rINAMINrl R mam.IE146 FOR WINDOW OP6NINEf tA$L E to 0i 6 CL:ILW JO151'TO.7Crs�r--ATE(TOE-NAI) SEE-4wTICJI+I ICER J015T ON ACCORDANCE NTH AILJ�Dff1 GGIIOH QP STf�GCP�A,i_f� (BUNE JOiS"TO PA,4N!L RAFTER fFAcl-1 W!) 5fE�rEGTTON EACH LM STRUCTURAL MEMBER CE11.W5 Jab-'LAPS OVER PART1TIOt�i lFaGi:-fbAIL' 2-16d G01+f�?DN FAGf I LAP A RGsJ6H HOTATtOH^ Y g, D1 ff ECT N CL>yUV2 TIE i=T RAt-i rR!fAG>-NAtI� SFE SECTION PER TIE A 8 G b E F U51= L iVE lDAt9 D l0Al7 KV W rilOqW CE'�NS ATA TO A2 BLOCYJNFi To RAM?,Wm--miij 2-ad GOMMOht EACH EW O n`15 EXTER10A BALCONIES 60 psf to psf 3,7AFT ^^ aECM iNTL RipFZ f'IAt LA7 Alm A li!!bD RiM BOARD TV FALTER(80-NAIL) 2-t6d COMh10N F.ACti PND p O `� 1 "X$° 1 1 I 1 40 pef 1,0 psf ------- i'A5:e1EfR VE1 iiGLE 6ARAEt-5 50 psf AS PER PLAN. FLOOR$AND PL.ASTERW CF�LiN U3FaQ Iii �.l. �� 12`X 4' 2 2. 2 2 }.T71G5 W"i�J'UT 5T ORA6e(ROOF BEi OyV 3 PITCH) to pot 12 psf ALL QTf$R BTRUG7URAL i IEMBT S U rQt'PLA7E 7C>TOA HLAT Af -IJdUL) 2-!bd GO}1MON # R FOOT B H E?RFS�lOR WALI S WITH PIASTER OR 6 2 ° 3 3. 3 3 ' ATTIM WTH 5T41'ME(ROOF SEWN 3 PITCH,) 20 pet 10 psf W M F1Nl5H Awo TOP.PLA7E51--X IHTt"5EC.T!�JN5(FAM-HAI!) � H OMT-FA,SIDE STUt YJt i�r tfil #��3,�ia fel °ll I� +10 gddF ti3!'3?,f q STUD TO STIP(PAGE-dU j z-t6a.C•Oi H40D1 24`O.G. loll -Wi1D tnADs v+ITH ■ . 3 3 3 3 51 EEi'IttBtv,00ih5 !(�p� F tC 31 E FI � 1aFADER TO WA+jER.gr-AX-NAU) ibd GOht'1CK� tb"OG Al OHB FD6E�a STAIRS 40 psf 10 pe E B dOit i RL li: fad`tea WRH . TOP O�BO C,"PLATE".0 57UD(EW-NAM 2 slbd GOhA/101a PER SIiB� 10. 2 J:6` 4 4 4 4 f`3N1�S U12O f 6VAf M,''LS AND HANDRAILS 200of 10 psf BOTTOM PLAT',!To I�OCR.L0t5T,Wao JOIST, 2 dbd GOMt KXa' PER FOOT 12 2-2-X 6' 5 4 S `4 KOOF LOkO1NG(LIVE= SHOW LOAD � e-y END J015T,Ok.EEOC)LNG{FACE-NAIL) _ ADWl kTMBaTS AS t'FR TABLE 83015 OF THE 45psf AITTIG ��:1.=SPAN!Eta6tkt H=5PAAt t�51aT. • ' a1 +lPK 4F tit YO1 STAiE) 15 p5f TOR , f q.Tf!!;hNND LOAD SHAI L 61+!'EiZI+NTTED TO BE TAYJ�a A3 01 JOIST TO 51t!.TOP F A3'y OR GIRDER(TOE-HAI) 4-f3d COMMON PER J015T TIME5-THE COMP000AND CLAGgN&W�At�b•FOR THE MOMS rte`a. p}�.��°��,� OF THE DEIERI' WHO DL3:LF,CTION L HTS KRU 13f2iDfii1ta6 TO )0153 fTOE-uAll) 2-8d GO*3MON FaGfl EfJD U2 I.C}.S 1 __.• ._. . _. -- •- BLOWN6 MAOIST(TOE-KAiL) 2-8d GO em EACH W A-RHWZ.OP M HAiLS A EA,EW Or.5TRAt•M BLOC l,*TO SILL 01, 70?t'IATE(i0E-hW LJ 3-164 GOMtrA1 tAGM$LOCK (TAME 37,F.lSd3�'(TAI3l.E 6A PALE 316) B-trrR SER Of 51L!STUt7S OOE FLAT( NOT AMY TO o OIZS)(TABLES 3238,p.t43) 9�� LZADSER 5T'E,;P TO EAM(PAGE HAII) 3-f6d GOi II t01 FAC.H:ID15T -. G• OF tlt l IiE16FtT KINs 5TUi]8 Prtie 5117E aF HEADER(TABLE{;3.2JG,P.iq3) . ALL rJ`T�I�I�IG.T(� �� ��,�r� � °�� ��gg�t✓lt. Sn :YJ15T TO LEAPOM TO R.': M MOE4") 3-8d.GOI�B'LOId PL`R'J015T D-fNJMBC-R 01•16d RAILS Ex*-MiLW IWOUSH ADJACW KING Sft TO Eo OP WADER ��.►t�Cl1� i�! L�7'r'+i.� -t a �� DA No.JOIST TO=511,(F-mD--HA1U 3-16 .CO2•�ON 1'I R J91Sr ALA,SIDE(TAS 67,P.15I):(TABLE 6A PI e'316) 5lMP5ol� MUIVAI..ENT - 0526 (COILED 5Ti�AP BAtiD.IOt5!TO 51U L.o>;TOP PLATE(TOE--NAI) 2-16d LO}$•ON PB2 X16T E-UMBER 0 JACK STIfp5 B EA,aV OF HEADId 5 h'ABLES 3.22F,P.141)ASSWe WL.HDR, Woe f'IArow(�At�11N6 ONLY F-"MOM Or-16d NAILS tM4NAffW THRak,-H ADJACV4 JAGK,5TIA75 0 FA,SiPE(VOES HOT APPLY TO DOORS)(TABI tS_q.6,P.I")t(TAME 6A PA 316) •� 5Tt1UUvTURAI.FA3aL•La: SEE C�12APNIGA130 WJ A+T'RA Tod t lD 1NTt341P?ZOIC bd COMMON 12`01C. �,Ot1s�TP0,4 PETZ!!�''ER ZONE &I GOMM01( l3`O.G. F STIa 0 'S21 P EA.E1D OF STRAP 6A131E;1At t Fa?CG ZONE d rz3R f T!G tl r jai +Tib- 1�d 00 HAILS 0 EA. �l �►! i l'C�'E ' Arris &YPSUM klAL t0AR,0� 5d CO(�ERS T"Wa/to'FIELD KIN.l°. • ', 7d5 a,.,.,tyP1�.,'d BAYS " .. _ . . 1 a,�•',Ov .rO TSP ;,ATC tO �TtiD C�?dh' ' 'O+° �p y�cam,,'c 5.Ty1�zU UR��AL�a=y,,a�J�JE1�.j5¢•�~ �9d�G�a/ld�M�OpN� y6"8����:.11/2�'�F+laD . V, PLA 14.J�"3.1W rOP P + 'p �yy� ay y,�.��.y�� X71 f 77/Wll-0ARD•�. i/4 NwLFN 1`t.Vv+.I tVy ` t LT��J'PL.t POSURE 1 opt ATE SKM 1`°ow � FOR t�iaD-EYO'0 a ADE d 0A3'� X Id�4iL5 a EA,SO-OF STRAP � � ilk✓ - ONE ti-TORY U A$ON AIS,Mf'11�GAS 1 (O�aAiLltls�W � a d C� 'SLS C ='rO fes. 9 ft d CSN ta:" S f'tTGW 5T1�fIGT1lM! P:4NEL5 I 8tNZI N6 MifUM1M 4 a d CSN 6 Aus( S MTC40 8d COMMON w F�.l 12•FIELD/ SI'LIGE .�t1i.DN MINIIV@R9. t f°lk2 L UIt 5iOH()t} Uxem(ft) S31I ION dP�) 11 Tff(finl POR Ct M FIA-M TO PLATFORM A .1, 9df 6010M NAILS.®48'OG. �/�ATETc 1�iA1a i^_ 10d CON b'I�#�E 16,FIEID ' Sic cif 1-MAX I^W;J.lIEP6HT��R ItDl120 MpH ZOD1E,f$Q'C�'aRE$d 5PAGINBA f6�O.C/.15•t4 . t<.. i�°�J' �.� �xirlfW�i@�n 2s�f�AYJ�r �: SEE FLAW FOR AWITtOHAL SPECJ�IGATIOta IF AflP1:ic�Lf W-01 v4'''.!tl�.t.+. ?�},-0` ��� AT�/7EJOp�A4�,'Y TO 5riSt7 C�•"`�7POJrtdie1. . 4,Rv I'Idyl+t= ORfi •gSti°'j 5Tt?Rt Cnf�atrm. ce 2`4'-� 6 O' 24'`O° - 4'-rO` f 5TH- t GO?iP9OA!atAitS Fh7 OF 5TE'AP tE1t2:T 1"Lf Cat: MR�'OF Z%,,PLATE TO PLATFOPH ABovE 4 e OF EA PLAT1r r0 2f)-0' 7'-0' 1$'dt" 5'Cd' LA—.F 8 , WMK L�30WJ Df.'"aIM oRITMA. CON5VXT1ON IN tWOt�KIME Tl•�BASIC C� W11�BPEF.t FR0 f Ftc 83012(k)Fc11A!OR 1=XGIif!t0 Mi�S Pl:R t IOUR 1 TAl3A.AT®SPLICE 4ETa6TH5 AS'.alA•!E TOP PLATE-TO-TOP•PlATE �"'�� q'-0' � �''�° 7°-0' *••M° • : A58EM6t Y TO$1L PIATEI`Si C�kPGTIOPa , GOtBiEC,THE A& pmf RAILS%K L B FOOT,FOR INORDER5111 LCE �° 11'-0` 40-01 P�'-0' (l7T.1 k1M11 VKL M PE`51ONED 1N ACGOPDAXE WITH ONE OF UE I=OLI�'Jf *. - I.E1aFJ'F}iS,THE WIN.SPAGIN6 a 13P REDUG43O�ORDER r0 . PROVVE AN 1564WAtEHT W46M OF HAUS _ �1�STRAF;. ,� �d COMMON NAILS®FA.�OF$CRAP 2 TABULATED SRja l.Bt6TH5 A5 A I NS LOCATED IN 13'O' �'-0' ctOF EA.PLATE TO pLATFORM KATPORM BELL I i..A.LA S RAW HisE;3.DE5lGtfElA IN l�CGLtR1iANGE WITH Ah4t'RIGAta Fi?RR�T. FXP051iER B •0` 16'0' f)0'-OB 12'0° 1 d<:OI iOt!RAILS®dS`O,G. AW PAPER As-LIUTION(AFTPA)- .FRAME 44*Tl=jON c MAN IAL Wt.C;�:AND THO FMLY DYi K66 ofC ;QR 3 TAM-ATM SPLICE UNSTH55 ARE BMW ON 6 FOOT f'11A11 . {9'-O' 't0'-O" i4'-O° PLAT>tS)C� � n:J. , LtEt&tiTS FOR OTHER WALL t>Ei41aT5.H TH>:7AL3U.ATED UNIT AT 5Ti1D TO OOiL 'titiF�tat r rn +i r , , ' lA1Z=RA1.l,DA175 5ftpJ!_BE i•ULT11'WED BY W8 O,a`O' 22'-0' EQ'-Q` ib'•0" :• . , • 4 TOP PLATES$HAL.L 13E A MINIK"OF STUp GRADE MATERtAI. ` MR$TRtsP�....2:.0-L fot:it' N IWI 5.0 F_?,,mp QF Snw. FOR CtiOF EA.PLATE.TO PLAT--mm bl.OD•t-: 1 *-d Lat4"NAILS ° 4�4$°O.C. . c .. y to l �- 5 A • >♦ h' REGISTERED >ARCI- TECT 417 sov,-Fi ! .Ivy ,g i�?i aD a1: �1 i�t'►�.RA m Z fa .y' F � No