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HomeMy WebLinkAbout30562-Z Town of Southold Annex 9/15/2014 P.O.Box 1179 54375 Main Road ��+ ,• iF Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37145 Date: 9/12/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 12250 SOUNDVIEW AVE SOUTHOLD, SCTM#: 473889 Sec/Block/Lot: 54.-7-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/11/2004 pursuant to which Building Permit No. 30562 dated 8/12/2004 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: DORMER ADDITION TO AN EXISTING UNHEATED UNFINISHED NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR The certificate is issued to PATRICK T RYAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 30562 09-08-2014 PLUMBERS CERTIFICATION DATED Auth Si ature 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. 30562 Z Date AUGUST 12 , 2004 Permission is hereby granted to: PATRICK T RYAN 460 BOOTH RD SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING NON-HEATED NON-HABITABLE ACCESSORY BUILDING AS APPLIED FOR at premises located at 12250 SOUNDVIEW AVE SOUTHOLD County Tax Map No. 473889 Section 054 Block 0007 Lot No. 008 pursuant to application dated AUGUST 11, 2004 and approved by the Building Inspector to expire on FEBRUARY 12 , 2006 . Fee $ 75 . 00 At hori ignature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. I -� New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: I OCTa 50 5WUU)GY.A) '' `Wn�ah, House No. Street Hamlet Owner or Owners of Property: WV CL P-q w Suffolk County Tax Map No 1000, Section Block Lot Subdivision �y Filed Map. Lot: Permit No*an Date of Permit. `b Applicant: Health Dept. Approval: Underwriters Approval: f9anning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature O�*OF SO(/ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 �y�OUNT`I,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Patrick Ryan Address: 12250 Soundview Ave City: Southold St: NY Zip: 11971 Building Permit#: 30562 Section: 54 Block: 7 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures 11 TVSS El Other Equipment: AS BUILT-----ELECTRICAL SURVEY-----NO VISUAL DEFECTS---- 1-exhaust fan Notes: Inspector Signature: Date: Sept 8 2014 81-Cert Electrical Compliance Form.xls 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH BG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- r/ :: /fxX/�i�1�9yf r DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. i [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Straping/Framing Inspestion Ryan Residence Soundview Ave. Southold, NY To whom it May Concern: This letter certifies that all wind strapping on the Above mentioned project is in tact, and meets all state and local building codes. A Framing Inspection was also Performed on this Structure, and all framing was all done correctly and also meets all state and local building codes. Any questions please feel free to call. ts'k cerelyo aj r James J. e ski P.E. FIELD INSPECTION REPORT DATE COMMENTS d b FOUNDATION(1ST) r y ------------------------------------- FOUNDATION(2ND) `1%A 'nom, O 0 ROUGH FRAMING& PLUMBING y s INSULATION PER N.Y. 4y STATE ENERGY CODE � r 1-4 i jr�1 FINAL 1' ADDITIONAL COMMENTS -O Z k 1 �! d O x �n - x d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINC.DEPARTMENT Do you have or need the following,before applying? TOWN.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 �Z ,20 Contact: Approved Z 120 Mail to: Disapproved a/c Phone: Expiration ( 20 Bdildmg Inspector r \ VIA � PPLICATION FOR BUILDING PERMIT Date _, 20-0�4 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 rind of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or arae,if a corporation) �9 enc I� (Mailing address of applicantT— State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder CCS)LLEP== Name of owner of premises PA C " :UAOH t45 R�i,,�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 2/)7-/ -Block----O7 Lot U J 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 - 8RA61E=Lin_ ccu PIUL b. Intended use and occupancy 1�� �� � - 3. Nature of work(check which applicable): New Building Addition Alteration l✓ Repair Removal Demolition Other Work 4. Estimated Cost f��C)QO' Fee (Description) (To be paid on filing 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 structures, if any: Front SO Rear �9O Depth Height QC) Number of Stories (V9- Dimensions 9Dimensions of same structure with alterations or additions: Front -&o f tear Depth 044 !;.Af Height S4F4�E Number of Stories L ya- 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front (00 Rear mo Depth L(p � 10. Date of Purchase ✓ 10 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 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 bit A;:�o L)4 A4�ki L4 XY,4^I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Il T� day of /9 w!Z U-5? 200 �4 Notary Public 61 Signature of Applicant KAHU W.BOERGEssoN No.01B04842180 Yak GuaMW in Suffopc C=q � v5 o��g�fFOI/rcoG H Z Town Hall,53095 Main Road 0-1 �� Fax(631)765-9502 P.O.Box 1179 �Ol �ao Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD October 27, 2004 Patrick T Ryan PO Box 1795 Southold, NY 11971 RE: 12250 Soundview Ave . , Southold To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : xx An application for Certificate of Occupancy is not on file. (Enclosed) xx No Underwriters Certificate on file . xx The check is (not on file. ) $25 . 00 No Health Department Approval on file . No final inspection has been made . No Plumber Solder Certificate on file . (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 30' 562-z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. O��pF SO(/r�ol Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1 179 GQ Telephone(631)765-1802 Southold,New York 11971-0959 lye4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 26th, 2006 Patrick T. Ryan 460 Booth Road Southold, N.Y. 11971 TO WHOM IT MAY CONCERN: We ire unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. The check is (not on file) $25.00 Returned outdated No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/11/84) Final Town Trustee Approval BUILDING PERMIT: #30562-Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. Please note if permit is expired, a renewal fee may be required. SOryol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD 3rd Notice December 3, 2008 Occupancy or use is unlawful without a Certificate of Occupancy Mr.Patrick Ryan 460 Booth Rd Southold N.Y. 11971 To Whom It May Concern: It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit # 30562 issued on August 12,2004 for additions and alterations. In order to rectify this situation please submit the following to this office so that a C.O. may be issued. An application for Certificate of Occupancy is not on file.( Enclosed) 6--""No Electrical Certificate on file. The Check is not on file -$ 25.00 No Final Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) St Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. i — � s i TOWN OF SOUYHOLD PROPERTY---RECORD CARD :. OWNER TREETDI VILLA E Z � � G ST. SUB. LOT c* RVdL ni . SO U 7"/71 0 Z-0 FORMER OWNE 1`/t9,nop T Ryan N E ACR. td r So v �v D J/EW A l!£" f A'RbJ.E'S k 1 -a (p ,? } 6. 1 klo 4o6- S W TYPE OF BUILDING :ES. 2 SEAS. VL. -? FARM COMM. CB. MICS. Mkt. Value LAND IMP. T-TAL DATE REMARKS s oso-0 2 /S . L o Al 4AL0, .4 S S CN s- 7 Z gyp- 3 Al. / 4 ;I �W k;kr .900 z v Q 60 1 boz / P.. /�sP �s�y �w ✓�� / '� �'i�s," oz;-c q ('0900 ', 00 3 / 1d *Joq,Dov 0 3c> 8L10off7q ficin1Uk ,coo 553 - f � ��� ill G v o2S - # C c ra _ )I 08fri acrcssorw cJ o -illabie FRONTAGE ON WATER Voodland FRONTAGE ON ROAD Aeadowland DEPTH / louse Plot BULKHEAD 'otal ; �` ■■■■■■■■tit■■■■{■■■■■■■■■■■■■■■ y ■■■■■■■PEENZEMEM■P■■■■■■■■■■■ ■■�i■■■■■■■■■■■■■■■■■■■■■■■■■■■■ h-19 06 WO •• s -®�Basement • •• i Interior Finish - PlaceRooms Ist Floor • ' i Rooms 2nd Floor /i 'V s O o° C�p 4� ti k, 3 L •a �. a Jr ti �s ►° '�, \�ti o i • nes' S a rno7 10 ~ ,�o o tea' R� �� °' 0O• �1 p''o / 5q l n,o o ` cb 00 t o CERTIFIED TO : COMMONWEALTH LAND TITLE a INSURANCE COMPANY TITLE NO. G 628 487 S EASTERN FEDERAL SAVINGS AND LOAN ASSOCIATION MIGNON T. RYAN SURVEY OF PROPERTY AT ;;OU THOLD TOWN OF SOU THOL D SUFFOLK COUNTY , N.Y Prepared in cccordonce with .the minimum (QQ Q - . 054 - 07 0 8 standards for till• surveys as established by IHe 1.i.A.1.S. and approved and adopleJ SCALE I " a .30 ' for such use by The New York State land JUNE 6 9 8 6 ,1.1- .. - M - - - - - II I F' r I f i , '• .•;"`' .. i �r 4+ '�`w„� -'ry._ .j.,, ..........................t- ..'n4i4i+'".. '.-:':'. «.•_'a�".•w'_",•..,e < `,"'..'.'.R•:':...'r.+.•»>" - - f .1 yI y P , g ; , t , 1 , j } I i• F 0 1 77 77 Jl t ALL CONSTRUCTION SHALL �MPTTHE REQUIREMENTS OF THS - AP R VED AS NOTED . EaEs OF NEW YORKST ? ----T '"..tv: ,',•w w� +q�St' 11..E Js....-{'(��i. ~, ,• r „— , *—i-"'^"�`1'..•�la++ t.". X k DATE:�`Z B.P.# 056 }� AEJ24 ,, h # .� r� ?ISM -�'=p ,� ,.1�' �1 1 �"� BY: J CERTIFICATION OF ; FEE: • NO FY BUILDING DEPARTMENT AT NAILING & CONNECTIONS 765-1802 8 AM TO 4 FM FOR THE n FOLLOWING INSPECTIONS: ,� 1. FOUNDATION - "WO REQUIRED ' tib. `f FOR POURED CONCRETE 2. ROUGH FRAMING A PLUMBINGTILOOD 3. INSULATION COMPLY WITH CHAP ER"46" 4' FINAL = COi� TRUCTION MUST FLOOD DAMAGE PREVENTION BE.COMPLE"E FGR C.O. " y ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN CODE. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ` s�� I , WRITERS CERTI�ICAI � �' ���� ����•� REQUIRED COMPLY WITH,ALLCODES OF NEW YORK STATE &TOWN CODES f{Y ASrREQUI ED AND CONDITIONS OF SOUTHOLD TOWN ZBA T SOUTHOLD TOWN PLANNING BOARD SOUTHOID TOWN TRUSTEES C N.Y.S.DEC uj OCCUPANCY OR ✓J ; . P . T SCF US IS UNLAWFUL - WITHOUT CERTIFICAT OFo CCUPAI�Cy . 7 . 0 it 7" _A 47 -4W Pew Pawl] -7� -7 T r �p 40- 7-Z y Y4 14 i-v'ur NL z;PA: 4;f) 'FLOW 17 L_ -TV P*- -jff.ILI I $1MQPTVR_LAL Fokv**L Opwo OwTeCTION Cwlvwwmwowww Was 6,W, WAMW VEM ROOF WOO'* �"TIPLE StCtIONASSEMBLY: lbl" TH"BOLTS 02o Oc' 41T 44 T .4.9 it) 410 259 4 CA .9 lo 20.9 4AT 46 --W--L----- 'Wf #j f ........... -RSE A, Of: QbL v Via i 11 $A$E - 14 P,Q I -afakw '"r7oAk'W OW M UTT14—Ay _Yf'GRADEXIT. Q Mp N'y fM ft-0 :fs WRY 'TAT -ED AS EE .9 E EGR 34 VIRE-WER 9 S _--k ­__L---L-!,-- ­,L'­"j_____'_'____­___,_ TAL 0 D f—06VR--9.A L &PACE. "ALt:�� 21 Ybj(IK 0—TA W I QW:e VA -W-11. - T '10 R _L S E� EL lw TE &INC V 4NG WIND ij �BLE 514L' RUCTU < -fll�14 cum Ws AND Dook S L A)WLLJ$#'.OF &'A0" SPANL. fA$TEkE`RS FOR $PAN$ QPJO V-0. SHALLIL IBE 2 112 -#::jLLW 000 SCREW S AT 18' OIC, FASTERt .1V -7-71 W #4 IL s "M'p-iff b F A 112*X 3W W, AD E M -W6- s%vrm Ass mft JLC 00- ___y �W kL'Sj �,T 414' Toof L TO, A 1 -VAt"AN—TAl'W, 160- LIFT I P,UP O'� ADE S&L STOP KIT '"A PAWt.SpAns, 0 'VrLWW SO" LL MEE 0 "If S % A PRE� t REQU E D, ANY M ULLIE0 AJ ITS M V$ TAKE't�$" .1.4 R Ape 0 T"j R A ND H VXTS AS P A 14OW YOAK STA. _f4TjkL ONSTRUCTION CODE. l3rAdPA SPA"ATED 4W 24 S"EATtIING GR9*PLYWOOD(OVERLAP AROUNO OPMINGJS 4 C 21 0 E mes,4 EDOES. USE AC GWE VW 2 COXTO EX-TWOR PAINT 2L S ATIM LABEL ACCORDING TO LOC ASSMISLY, STRUCTLAAL PAN -.'FfAMN T0.0UItZ04G.*d48Xr(wl WASWRS)0AL\4NfZKD OR ATTACH# VL STAINLESS STEEL WOOD SCREW-0 160 O.C.OK eETTM ALTERNATIVE FASTNOR FOR SloltiTTER,TO SWLDWG�A T4E,Nun ATTACHED To OLDO�W*jt*1 1 (VW�V%kSHERS)'MACHIkE BOLT 12.O.C. WHEIitE SCIREM111 M�ASOWYSTUC .%,�ACH TO _CP,THEY%_WL SEATTACHEID R MINA WM"TH)RAW t Of 400 ft. 44AWING A UT#J*d VSIS "*�PAM$PAN$_ OR*WM eftf#' V- Ap IMMCATIONS;AM,ASEWY IDENTICAL TO 0, W-7 PAN. OOTE:ADC. OW j*L-ST-f KWG-BACO.*:,N"0 *WR%QALVWMEQ OR$TAIMA$S SME L PLY,w Doo i4s- low(w�*.ft .......... 4,�w VV,TK 0 mto XY SUILO !c 0*E 0 6r TO'. knkt lal!'D.L ml"g�k'To stolloct 1"i "a 44 0 TA �A *Wt*oa JR-k-p kt PA Nt 41 01< PAf4frt 4 12 S 0 &A R P A �7 GENERAL FRAMING NOTES GENERAL CONSTNAILING SCHIE 3ULE GENA RUCTION NOTES- _ ! i 1. All walls,2xd and 2x6,m be Stud grade or better 16"o%. An 081!!r flaming materia{ TABLE 3.1,tNCLUDING 3.3 AND 3.9 1. The information on this set of construction documents is to relate basic design 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL douglas fir or better. - intent and framing details. They are intended as a construction aid, not a substitute to be 11x2 Ji?}N'T 1*0CRIPTION NAIL.QUALITY NAIL SPACING for generally accepted good building practice and compliance with current New York ; state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. ' Ill FRAMING construction details and procedures to ensure a professionally finished,structurally RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER sound,and hneeatfierproof completed product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless 10'-0"WALL:4-8d PER RAFTER otherwise specified. CEILING JOIST TO TOP PLATE TOE NAILED 8'4"WALL:3-8d PER JOIST 1WALL:4-8d PER JOIST 2. General Contractor to coordinate all sub contractors, scheduling of work, and 4. Provide x-bracing or solid blacking at a maximum of$'4"ole for all dimensional CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE SEE TABLE 3.7 EACH LAP interaction between trades. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP lumber floor joists. 1 ^ 3.The general contractor is responsible for ensuring that all work and construction COLLAR TIE TO RAFTER TOE NAILED SEE TABLE 3.4 PER TIE a LOCKING TO RAFTER TOE NAILED 2-8d EACH END g 5. Floor construction:3/.tongue and groove plywood subAoor. Finished material to be � � ! meets or exceeds current federal, state, and local codes,ordinances and regulations, RIM BOARD TO RAFTER END NAILED 2-16d EACH END applied over subfloor. Glue and screw plywood decking to floor joists. , etc. These codes are to be considered as part of the specifications for this building Pp and should be adhered to even if they are in variance with the plan. ALL FRAMMia 6.All window and door headers to be minimum(2)2X10 unless otherwise specified. OP PLATE TO TOP PLATE FACE NAILED 2-16d ' PER FOOT All interior headers to be(2)2x10 unless otherwise specified. 4. Dimensions shall take precedent over scale drawings(do not scale drawings). TOP PLATES AT INTERSECTIONS FACE NAILED 4-164 JOINTS EACH SIDE , STUD TO'STUD FACE NAILED 2-16d 24"OIC blocking under all bearing walls. HEADER TO.HEADER FACE NAILED 16d 16"OIC ALONG EDGES 7. Provide fun solid 5. The designer has not been engaged for construction supervision and assumes no TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD 3-16d PER 2X6 STUD responsibility for construction coordinating with these plans, nor responsibility for construction means,methods,techniques,sequences, or procedures,or for safety 8.All beams to have adequate bearing at each end or as specified. 4-16d PER 2xe STUD BOTTOM PLATE TO FLOOR JOIST, precautions and programs in connection with the work. There are no warranties fora ! specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. BANDJoIST,END JOIST,OR BLOCKING FACE NAILED 2-16d `- PER FOOT fW�I l P Pl C,) 10.Typical exterior walls and roof to be sheathed with%"exterior grade plywood or FLOOR Mia Zi' ?" 6. Refer to floor plans,exterior elevations,and window schedule for types and sizes of yP JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST !W! i;901 !Z: 11 windows. All windows to be Andersen high performance quality or approved equal. 7/16"head OSB plywood, group 1,APA rated. Plywood t0 span over all plates and BRIDGING TO JOIST T TOE NAILED 2-8d EACH END 131 headers. � BLOCKNNG TO JOIST TOE NAILED 2-8d EACH END L.1? LOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK totom 7. Door anLEDGER'STRIP TO BEAM FACE NAILED 3-16d EACH JOIST d window headers to align unless otherwise noted. W ' 11. Provide insulation baffles at eave vents between rafters. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST Z { 8. General contractor is to ensure that masonry and prefabricated fireplace BAND JOIST TO JOIST END NAILED 3-16d PER JOIST ` construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,waifs, ``0 BAND JOIST TO SILL 4R TOP PLATE TOE NAILED 2-16d PER FOOT 1 chimneys,projections, and penetrations as required by approved construction � = 9. General contractor to consult and coordinate with the owner and the plans for all practices. ROOF 8HEATHIMiCi built in items such as bookcases, shelving,pantry,closets,etc. 4'PERIMETER EDGE ZONE-16"OIC-6"AT PANEL EDGE 13. General contractor to provide adequate attic ventilation and roof vents. STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each INTERIOR ERIOR ZONE- 16"O/C-6"AT PANEL EDGES AND 12" bedroom, verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. 8d IAT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES FOR ROOF SHEATHING WITHIN 4'-0"OF THE-PERIMETER E5M OF THE ROOF, INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4-0" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and C Il S THING - - - safety requirements. GYPSUM WALLBOARD 5d COO.LERS 7"EDGE J 10"FIELD 1. General contractor to review plans, elevations,and details to determine intended heights of finished floor(s)above typical grade. 2. if want plates or joists are cut during the installation of plumbing fixtures or WALL-SHEATHING equipment provide bracing to tie framing back together. STRUCTURAL PANELS 4'EDGE ZONE-16"OIC-6"AT PANEL EDGES AND 12"AT $d . INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z-All footings to rest on undisturbed soil. INTERIOR_ZQNE-16"OIC-6"AT PANEL EDGES AND 12" GENERAL HVAC SYSTEM NOTES 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FiELD 3. Provide IN'expansion joint material between all concrete slabs and abutting FIBERBOARD PANELS 7116" 6d 3"EDGE 16"FIELD concrete or masonry welts occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and 25132" 8d 3"EDGE i 6"FIELD safety requirements. GYPSUM WALLBOARD 5d COOLERS 7"EDGE 110"FiELD Q C !10 Wire mesh reinforcing. 4' .ONE-16"OIC-6"AT PANEL EDGES AND 12"AT '�► 4. Concrete on 4 sand or gravel fill minimum,with 6x6 10 9 HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barrier. 2. HVAC subcontractor to fully coordinate all system data and requirements with the iNIERIOR ZONE- 16"OIC-6"AT PANEL EDGES AND 12" equipment supplier. 8d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Zr don' 5.Provide crawl space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general Ill SHEATHNNG 6 General contractor to install cop-r-tex(or copper)shed metal termite shields contractor,owner,and equipment supplier for final review and approval. STRUCTURAL PANELS- 1"OR LESS $d S"EDGE/12"FIELD between all wood surfaces that are exposed to concrete or masonry surfaces. R NEWA f �O�CC NAILIN UI M ENTS BA§ D N L H A H fL D 1 AT P L EDGE. i WALL SHEATHING IS NAiL 3 1c A E G 1tY PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE N 7 Dampproof exterior of foundation with a bituminous Coating as per code and soil - _ - - CONTINUOUS OVER CONNECTED MEMBERS HE TABULATED NUMBER OF NAILS SHALL BE PERMITTED OBE conditions. ;GI�NERAL WIND_PROTECTION CONNECTION NOTES- � WHEN WALL SHEATHING IS CONTIN ,T T Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 REDUCED TO 1018eI NAIL PER FOOT. and 1995 SBC High Wind Edition Wood Frame Construction k Fasteners and Connectors for Wood Frame Construction GENERAL FLOOR PLAN NOTES SptJ`I"MNaLO SlI1LdNt3 I3fPAfZ1'MEI+TT CITERIA 1. Dimensions shaft take precedent over scale drawings(do not scale drawings). 1.A continuous toad path between footings,foundations wafts,floors,stud and roof 1 CCUPANCY CLASS XATION R- RE AL SECTION 312; BUILDING CODE N.Y.S. framing shall be provided. SHOP 2.An interior walls to be covered with'A"gypsum board with metal comer reinforcing. � 2 1�1r�fiT 21'FT HT. Tape,float, and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the I A (� Citi . . FT.,TOTAL � Standard Building Godo,Table 2306.1 shall be installed in accordance with 3?YPE OF CONSTRUCTION jVItO FRAM CONSTRUCTION � fY manufacturel's recommendations. H 3.Wars common to garage and house to have a layer of 518',fire rated gypsum board 413Efa�IGN t^�i1TERfA RES d�Esx�N-'1995 HIGH WEND EDITION WFCM z at garage side with 5'-0"return on adjacent walls and coiling. Manufactured lumber I 5 ELEMENTS $a FLOOR PLANS A SECTIONS W requires 2 layers of 5i8",fire rated gypsum board. 3. Metal plates, connectors, screws,bolts,and naits'exposed directly to the weather or 6 DE�IGh1 LOVE)CALCUi.AT10NS PA! 3 subject to sett corrosion in costal areas,shalt be stainless steel or hot dipped WbW AND DOOR SCHEDULE PAGE 4 4.All bath and toilet area wails and ceilings adjacent to wet areas to have water galvanized. ` S LOAD PATH SFS HEMN"A* [L resistant gypsum board,or waft the set on wonderboard or equal. 9 NA�.fi+IG S [,ULE PGE 4 4,Where windows and doors interrupt wood structural panel sheathing and sridirig, Q DEMON L D A D CALCULATIONS :framing anchors or connectors shall be provided at the top and bottom rz of cripple I id ows WA 4 I studs, header studs,and at least one stud at each side of opening. i 11 'P # BIN! RISE_ R DIAGRAM PAGE 4 � U. UM NI' LY IS RI LI L A lbsf ! 12 FIRE RO ► C1 EXTERIOR B A L C O N tE S g D 15.Ridge straps shall be attached to each pair of oppose V rafters except where collar 13 US, DES�f . WINGS NSA '- DECKS 40 1 ties of 1 x6 or 2x4 lumber-is located in upper third of attic space and attach tt1 each pair 44.E Y CALGULA A �,..,1; A TIC 'W I T H O U T T O R A C.G E 3 D j of rafters. �t 2 0 ATTICS WITH STORAGE 4 0 S. Uplift connectors shalt be pnl at each rafter bearing.. _ ,� 1 ROOMS OTHER THAN SLEEPING ROOMS. 4D i d LEEPING ROOMS 30 17, Floor to floor hold-downs to be provided every 48,and every 18"within 4'of extwW I 2 . tT (. r " H ' `� N Q corners. N WEATMM13 SEVERE IAFCALCULATION F A L FROST ENE DEP"T`H 3'-0" A L W H MATERIALS N C T A. . 8.Sin Plate to Foundation.Anchorage: Sill plate sluff be anchored to the foundation l ERAIiCI°E MODERATE 10 HEAVY A R C H I T E C T U R A L GRAPHIC STANDARDS with anchor bolts Craving a rain. bolt diameter of 518"and 3"x 3"x 1113"waalliers. A AY SLIGHT To MODERATE, - ;" Lu of one anchor itt shall-be provided within 6 to 12 inches of each end of I each plate. Anchor bolts shall have a minimum embedtent.of 7 inches in concrete/ R L?ES 1'�MP• 11 GROUND SNOW LC3 A D 145 lbs. masonry foundations. Anchor bolts shall be located within 12 inches of confers and at ICE SHIELD UNE)ER-_ . AS PER MANI.IFA _.. ft'S spacing not exceeding 4 fast on tarter- LAYMENT REQUIRED SPECIFICATIONS/STATE CODE °C',o` 72 w _.. ------- - - _ - -- ---- - - -- F �Q 1 _ FLOOD HAMMS CATEGORY B ( 1 THESE NOTES ARE GENERAL CONSTRUCITON NOTES,, THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN, THEY ARE TO BE CONSIDERED AS f p I N D S P E 12 D m h GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR PQ SURE E "CATEGORY t3 GENERAL CONTRACTOR BEFORE CONSTRUCTION'HEGINS. .a tip- _ kY. A r ,w RS250 AT 21 :, IN .. =KZ5 0 z 3� a � w A RAFTER/RIDGE/RAFTER WITH CT - - - KING STUDS RAFTER --- W, LLJ � - - - RAFTER - - - USP RT16 OR 2 RT7 - - - - ---- - - - ---- - Z RIDGE - � - STUD � ) �' S { ) 0 �.; _ HEADER - - €, + ; TOP PLATE -- - - TOP PLATE ., W i USP RS250 AT 21 USP RT3 - -- ---- "` USP RT20 - - USP RS25if AT 18 Z, Z + I--' USP LS OR TMU IES - WALL STUD USP RS250 AT 12" `� ( Q a _ ._. -_ f. : WALL STUD - - CONNECTION LISP PRODUCT �: 'cf) (j); JACK STUDS --- - ) A RAFTER/RIDGE/RAFTER WITH CT• RS250 21IN " RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 B RAFTER/PLATE/STUD R720 RAFTERIPLATE RT16 or(2)RT7 PLATE/STUD RS250 18' Al RAFTER/RIDGE/RAFTERW/OCT B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C C HEADER/STUD RT3 HEADER/STUD HEADER/JACKHEADER/JACK STUD RS250 12" D FLOOR TO FLOOR KLFTA or RS250 36" E STUDIPLATE/SILL RS250 36" STUDIP LATE RS250 16" PLATE/SILL MP6F F ANCHOR BOLTS STB16 G I POST ANCHOR FOR DECKS PAU SERIES i POST ANCHOR FOR COVERED PORCHES CBE SERIES " 1X45 OR 2X4-16 O/C COLLAR TIES MIN. ? Z I POST f USP CBE -- -- ! P.C.FOOTING -- - -` 2ND. FLOOR WALL STUD 2ND.FLOOR WALL STUD " 1ST.FLOOR WALL STUD E 1ST.FLOOR WALL STUD W h- 2ND.FLOOR PLATE - 2ND.FLOOR PLATE - --- G POST ANCHOR FOR COVERER PORCHES Z C -- -- - - SUBFLOOR SUBFLOOR ._. - - - — IST.FLOOR PLATE-- - 1ST.FLOOR PLATE 0 RIM BOARD -- E.., RIM BOARD--- -- SUBFLOOR _.- _ __ SUBFLOOR USP KLFTA - -- USP RS250 AT 36" J Z USP RS250 AT 38" - ._-. ___-- USP RS250 AT 46' ---__. _ w RIM BOARD RIM BOARD --___._ ___ 0 -� o DOUBLE SILL PLATE - POST - - - -- -- LL DOUBLE SILL PLATE ti. 1 T. L TOP PLAT --- - 1 "A"F FOUNDATION'W k �.. _- ALL - -;Q FOUNDATION WALL --- ----� ��o Z 1 1ST FLOOR WALL STUD � IST FLOOR WALL STUD �t . I USP PAU 'y. LLJ 1.©EER o, P.C.FOOTING -- yu a �? A. D FLOOR TO FLOOR D FLOOR TO FLOOD E STUD/P WWL E. . ST�3C��TE _ PLATE/SILL C POST ANC Ad A E.i