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HomeMy WebLinkAbout29548-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30163 Date: 04/30/04 THIS CERTIFIES that the building ADDITION Location of Property: 3275 SKUNK LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 9 Lot 10.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 2, 2003 pursuant to which Building Permit No. 29548-Z dated JULY 3, 2003 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 DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ELEANOR & BRENDA TRAMALONI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A tho ized gnature Rev. 1/81 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. 29548 Z Date JULY 3 , 2003 Permission is hereby granted to: ELEANOR TRAMALONI 3275 SKUNK LANE CUTCHOGUE,NY 11935 for CONSTRUCTION OF A DECK ADDITION AS APPLIED FOR. MAINTAIN PROPER FRONT YARD SETBACKS (50 FEET) AS APPLIED FOR at premises located at 3275 SKUNK LA CUTCHOGUE County Tax Map No. 473889 Section 097 Block 0009 Lot No. 010 . 003 pursuant to application dated JULY 2 , 2003 and approved by the Building Inspector to expire on JANUARY 3 , 2005 . Fee $ 150 . 00 ho ized Signa i ORIGINAL Rev. 5/8/02 i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 Wg 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: 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 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'd� elling$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 Bgj:ding- $100.00 3. Copy of Certificate of Occupancy-$.25 / 4. Updated Certificate of Occupancy- $50100 5. Temporary Certificate of Occupancy-Ro-sidential $15.00,Commercial$15.00 Date. 14 �- o `0 New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 a75 S K V rl h Cu f cil(9 614 House No. 2 Street 0 Hamlet Owner or Owners of Property: E I e4 r D1' + 8Ye r-da, ra MCiAlOVI 1 Suffolk County Tax Map No 1000, Section Block q 7. 9 Lot / 3 Subdivision Filed Map. Lot: Permit No. � q S 4g Z- Date of Permit. I 3' �%J Applicant: t)ei noY,Tyn vri DVl , Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ~ a, N0 ,3° b3 uL Applicant Signature BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: �/3/03 APPLICANT: R "P ,oNi DATE SUBMITTED: i /2 /03 SCTM#DISTRICT: 1,000, SECTION: 9 , BLOCK: I LOT: 1093 SUBDIVISION: J> # ADDRESS:3al S"6AC_CITY: CyTr,�Aneu£ ZONING DISTRICT: _Rq0 CONFORMING? YES BUILDING PERMITS OPEN/EXPIRED: PRE CO:(3)OR N oKs- BP `1 6513 -Z/C/0 Z-1l°I S , 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 7/1/82 REQ. LOT SIZE:10,860 ACT. LOT SIZE: ram-0,% t' EQ. LOT COV. CIA-04' ACT. LOT COV. REQ. FRONT PROP. FRONT-,I REQ SIDE IV 3s ACT. SIDE ✓ REQ. REAR M BROP. REAR ,/ REQ. REIGHT PROP. HEIGHT PROJECT DESCRIPTION: ►A& ESTIMATED PROJECT COST: ARCHITECTfB% :fp'D& 9yc6 C'A WATERFRONT? _DESCRIPTION: L # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orgo (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o1G N/A NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES orfiD DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT #: TOWN HISTORICAL PRE (SPLIA):, YES or / NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): or NO ✓ NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: _ SF INIT OTHER TOTAL TOTAL: 5Q SF FEE FEE FEE 1. NSF)- ( SF)= SF X $ =$ +$ +$ =$ 2. ( SF)- (_ SF)= SF X $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ _ FINAL TOTAL �� 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 DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 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) 76s-iso2 suaoiNc DEPT. SPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �L�/ DATE ass-isox BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FO�lNDATION 2ND [ ]�INTION [ � FRAMING [> FINAL [ ] FIREPLACE & CHIMNEY REMARKS: v DATE OJ INSPECTOR �T,n•INSkECTION REPORT DATE CONIlYIENTS b FOUNDATION(1ST) C FOUNDATION(ZND) C �3 ROUGH FRAMING& PLUMBING a 3 INSULATION PER N.Y. STATE ENERGY CODE r ' FINAL ADDITIONAL COMMENTS 'S Z- m iI �. M I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 2 2003 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 _•_r_y _•_ r� 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 3 120 3 Contact: Approved ,20 3 Mail to: Disapproved a/c � Phone: 7(�S—�(�5 4e Expiration ( 3 ,20-5— f Building Inspec or APPLICATION FOR BUILDING PERMIT Date � D ' , 20 e� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to th Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S' a e ofhppKcant or name,if a corporation) (Mailing address of applicant) State whether a licant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 f land on w ich proposed ork will be done.- House Number Street Hamlet ' - Lot' '- County Tax Map No. 1000 Section G� Block �� ( � Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of pre ses and intpded.use and occupancy of proposed construction: a. Existing use and occupancy - 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-- /V-y I Fee (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:--FronLL—C-1 'Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 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 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) k : COUNTY 6FA bu n ne- being duly sworn, deposes and says that(s)he is the applicant e of individual signing contract)above named, (S)He is the (Contract 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•" y of Cj 20 i' Notary ublic a o Applican Claire L. Glow .'ubiic, State of New York No.OIGL4879505 :ualified in Suffolk Coun uunimission Expires Dec.8, ( Y� �o Q� GOJ�SL 4 O 1 SURVEY OF PROPERTY SITUATED A T �o f'�o CUTCHOGUF ss of TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-97-09 - 10.3 130 SCALE 1 "=30' NO ��,• JUNE 5, 2003 0, 00, AREA = 50,888.11 sq. ft. 1 .168 ac. -�o \�• , FRS�� � �:,5. � o o�° \ "� �. e •ti o � do. j J 00. • \ORES 10. • Fyn G,gre G� n I? ARE •�tY�Op G�''gVeC CjO O \ d Sf Q �Z a i G �� � / h rbo ✓', " � o °� y°s�� - \moo a -54 ��,� e�``�� od o \ � Dry �� � •� \ s" E f� t p •O \ O E 1 \ \'C, � 00 ff'OO UNAUTHORIZED ALTERATION OR ADDITION yn �0 w TO THIS SURVEY IS A VIOLATION OF • e �, °� �g�¢�`j z� '!J SECTION 7209 Or THE NEW YORK STATE G� ��• GQ EDUCATION LAW. •fir •�� +�`ti��� \ G6 C�' COPIES OF THIS SURVEY MAP NOT KARIN; THE LAND SURVEYOR'S INKED SEAL OR JJ o QI �1 EMPOSSED SEAL SHALL NOT BE CONSIDERED < S r /EpvQ F TO BE A VAi-ID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM T SURVEY PREPARED AND ON HIS BEHALF THE IS TITLE COMPANY, GOVERNMENTAL AGENCY AND • LENDING TOTHE ASSIGNEE LISTED HEREON,S OFTHE L-END'NG INSTI- TLMON. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH MINIMUM STANDARDS FOR TITLE SURVEYS Az _STABLISHED � A. Inae no BY THE L.I.A.L-S. AND APPROVED 7 ADOPTED FOR SUCH USE BY THE NEW YOR STATE LAND Josepi TITLE ASSOCIATION, Land Surveyor Title Surveys — Subd-visions — Site Plans — Construction Layout s . i PHONE (631)727-2090 Fax (631)727-1727 '•�; OFFICES LOCATED AT MAILING ADDRESS Iu.Y.S. Lic. No. 49668 1380 ROANOKE AVENUE P.O. Box 1931 i' - RIVERHEAD, New York 11901 Riverhead, New York 1 1 901-0965 f1L CO'%$TRUCTIOy SWU f!%ET THE RMUIR!?!ENTS Or TH' CODES 07 N!4',!YORKSTATF. WIND RESISTANT CONSTRUCTION CONNECTORS � 24'-6" -------- A T E 11'-6" 3'-0" 10'-0" 1'-611 G /^ ^ /u A 4 F R ^ P ' N O Q IRAFTEDI TO y A �— I I— USE THE FOLL.WIl OR APPROVED USP t,ETAL CCN4ECTORS FOR PROPER WIND RE51STANT CCN5TRJCTION. M C3 DO NOT PROCEED WITH 2 4 6" rf,Ll_W MANUEA�TURE'S ROC—I NDED INSTALLATION—TIa-1 '45 TO ACHIEVE MA%IMUM UPLIFT LOAD CAPACITY CV 'I CD c .. ,... _.........._,.....,_.,.,..,._.......,�......_.-...._......... .... �.,......., �.. ._,_,. L _- - FRAMING UNTIL SURVEY 8'-;2" 8 —2 8 -2 OF FOUNDATION LOCATION._: WALL FRAMING: __.. _...-.. OVED.__...-_. KING STUDS NAIL NAIL HAS BEEN APPR •• --, - .. -----L--------- --------------- -------------- m 1 1----- ? T------ rl-Tr------ r� I JOINT PATrFI TO OT/ NAIL NOTES """-' "" L--_- ------- -------`-- ----------------- - ---------I - r- r-- -r- I TOP PLATFE TO PER ... _.^.... :....,._.......- .. .. :.:. _............. ......„_.. .._..."..,....-, _.......,..................-, _.....�..... ..._...._..,...._..,_......�..., z I 1- ----T --1-- --�-_ 2.16d COMMON FACE NAIL � — •• Z TOPPLAATE FOOT TOP PLATEES AT JOINTS FACE ...... ...... .................. ... .,.......- ..,..,......,.,....... ... .' CRIPPLE STUD 4-,6ecOMMDN ,_-_„y,•., !; > J LLI INTERSEGSTIONS EA SIDE NAIL .,, .,,,,_..._.. .._.__. ....,.,._..•.,,._."_....�_....._.._..._.-...._.._.............. ..„ .....,._.,_ - STUD TIC 2-16d COMMON 24• FACE . - - „___•�.•_.. .m,-."•- - HEADERscum D C. NAIL _ ., _- .._.-._-- .-,_...,...,.. --.'..............-_..._...__,....._._-_-- ._._.... ..._....-_._-_._, -_..._, . ., HEADER!TO 16,O.C. FACE 0 I --. HFAf.F.R I6d COMMON ALONG EDGES NAIL .. _. -.... , ...<.. .....,_ _ ...., ...._. .�.. .. _. _,.-. _. ............._..-_....,..... ...,__.,._.. .,.._ .._.. , Q TOP OR BO)iTOM 2-ind COMMON PER 2.4STUD END PLATE TOlSTUD 3-16d COMIADN Pr R.6 STUD PAT JACK STUDS BOTTOM FLPATE TO: PER APPROVED AS DOTED FLOOR JOIST,BAANO JOIST,2-15d COMMON FACE NAIL ... ._ .......... . ........... .....__ .....____- I END JOISTOREBLOCKING FOOT _........._.._._. _._...-..._._______...... -- ATE;_B.R. , ,_ W -' TYPICAL HEADER CONNECTION ,— FEE: I FRAMING NOTES _............ . EPARTMENT� AT Edaon`,Vaod FmmngC l,dlcl Marual _..� .._._- - _ .- .. _. . . ....- . ... . .._.__. ._ - "." - .----'- 765-1802 8NOTIFY 1AMNTO D4 pJvi FOF� THE 11 All barr,q led�qucs and meModsasp esnm•e cksgn p/1B33 sh;Wgh M�r,J Tl Pmv da blod.n99mndg ng mtlnxldstsm 8F.o UsesolldMxFinglnfloo,l - - unJerall baanng rvva s ,••,,, I 21 Unless eme,w,ae noted,all naming and a—aml wood mai 111,be#2.BTR 6)FloWde lneulavonnbafllas el cave vents hetweenmRen l"widrnflhlnPir".a - Douglas Fr -an" FOLLOWING INSPECTIONS: i J 3 Fhw s.walla elirn sand refies bss aced et la lnrhea ec.unless road q.. .._.._....... ,.._ .. .. .. _..... . _ - .., __ 00^ 1 g P sj wleaa pMenWasa rwnsd,el roes era wal a ro nave a mnlmum uz mldc a�,ly Fo- W Qrmarw,se. COX ext^rlwsheat,thing g'ad�plY,wrN Plywood to rover we,IAates and neadas. J _..............,. ,.�....,, .._..-..,-_ ...,...... _. -.._._..... ._,..-.. ,.,....._.�, ....-..._ _ - _- YF_ r--, 41 U11—uthenrnse noted all bearing wall headers to Le(212v,9#2a RTR Deug Rr ,Oy Unless eMerwvdse noted use 314'grrd TnG ITS Fir or Advantech p1r,rod aubflrar -�--------- ------- ---------- -.- ....... .,..... .�..... ... ....... �......,..�.... ,.,........ ... .. ........ ...... .. ., 1.-FOUNDATION "TWO REatnREl� ------------- _ 11 Y W ---_----- - - FOR POUR D..CONCRETE ' I 1 Z T r r flllengthsiutlsonea:hside ofell adlrembf-PLIWUaJiresrve andscrewedlofloorlorsts Fnrshed floor to be rnsrAlled ""' " " -' -' '" E _""' "'- --------- - ------ ------------------ opera LVL headers to have 13 ksWdsarxi 2llull len th studsan sad,sideW rsuhbrorea _-I- __--_- - ot'enir,gs.Bearinp wall vandow slllsisha',I also have(2l wlnd aalll Plates for 2W wall ova Pell nanufeclrrres Instrudbrs -- _ „��.., .,_„ ._...........�...................._.,...e,_......r .,.._.._._...._ ...,...,,�, ..-._._. ._- _ (2) 2x10 GIRDER -- opemngsbetween4,and o9andhewa'Iopeningsbetween511 and6'9 Pnwdefire 111Oild! ,..� .._., ,.-- - anJb I,g where a0pl-bla. and nuns Girders ooncorvue,eP's+s shall be archcredroll,Proper steel connadas - "- °�-- - - I anohned HIP cmgttete wan9mhm'ua,112-clax T long anchor bolt Wthwasha M .._...._...__ _ �" Do 2. ROUGH FRAlwING.d� PLC"3"�G z � TYP. PT POST s Nlflu,nbaamsmeadalalebamaulladwlmnea°ew Iwm:ednan d ,....---..-..._.....- _--.--._ _-.. _...- _-- _-..- -.._....-._..___---.--__.,--- _-- .----------_ -..._ ___-- .... _......_..., . 1 Y Y 9a gen and nuts. (3) 2x6 PT andmrs v4rsreapplieable to all connedrnglP'sts 12j.Cnnc1.para a In Pa 7 R Wrw grade and a minlmum of 6•above g,aea —._ _. ___._.._..._................-_--.----_..______..._.___-_ " - _.INSULATION � 0 2 I 61 Unless olherMse noted,.1111 or framing nvnte,iri to Will ACO pressure heated ..._.._..._____ _-___.._........._._..__.____.._-._._.___,....._...._._....... ........ ..,._......_ .. ___..._.........._._.._--_.. _ _..... Pill All fasteners,hanger:and archon:it W galvin,zad or slam less steel 131 Nl rarfwllhatpad,kss Man 412shallbelnstalled wM en lceAWaler harrlerar ^ In aPPrrved eg�al Fdal roans shall be aPPIieJ wngr a FiLerglas base sheet wtli an EPDM Q - ----_ ....__.._..._._...__..___,.-._...._...._.__-_._____�. _.-... . .__.___ _ � FINAL--' CONSTRUCTION R J � a eh da lypamaarad,l a<-. o _....__.. -- -_ _ ._ BE:COMPLETE FOR C:O: •_MEET Q I I ----_ -...__ .._....._._________...__.__......___...__.__--_-__-.-__-__-- ___.-_--__...,_.__ _._._-_.,,-„--ALL-CONSTRUCTION-SHALL MEET THE ACV U WALL SHEATHING REQUIREMENTS FOR WIND LOADS: oD - -- -------------_._..___._........._..._.__.,._.._________.........__.... _..,..-. _...-. ___._.. REQUIREMENTS OF THE CODES OF NEW ^ ^ O SHEATHING LOCATION NAILS!%ACI11 NAIL SP 4CINU AT INIL.RMLDIATE NOTES N ..._,.._..._._..._....-_._. ._.-_____........... _.-_..__....._._..._._... __ _ ...�..J9_.__,..___-_.._............._.....__..- .._ 1/ [� ,t Q +`aye Q f ,"' AT PANEL EOGE6 SUPPORTS IN THE PANJELFIELD .-]'V _YORK,STATE.-,JrOT-.R�VP/'1I�VIVLE FOR I ' I 4'EDGF 20.E 3d COMMON @ 6.0 C Bd COMMON @ 2--0 G NOTE 2 FOR PANEL'FIE D /, `/ RsM I INtEFIDR 20NE 9d GOIAMON 6°O C Bd COMMON Lu;IT"O C SEE NOTE 3 F - -v ° W _ - D ._. .m:.,.. NSTRUCTION-ERRO` • NOR - N _... I WIND-BORNE PROTECTION FOR WOOD •- - - ---- -•"°-••••-••-"'••- --- •-••--••--•-- -.•..--.,__._.....�--- - ---4• — „ SHUTTER ASSEMBLY( _" ___. _,:: "7 6 2x8 LEDGER FOR PANEL SPANS: >00D I 6" 0<4'O WIDE SPAN-----q-q-- ---- ---------------- .- - --s ------------ --- -------� 23/32"APASPA0<WOD48/24SHEATHINGGRADEEP ------- I- CD ------ ------ I 'I---- -1 (OVERLAP AROUND OPENINGS 4") i .T, ------___.._.__.____.__.__-__.__-.__...._._...._....._.__ Y � ` _ _________________1 L D o e d D o _ e D d o _ a V l _..___._..__.___._.._.._....___. .__...._..._. ___..-__. = CO ° 1 ASSEMBLY: •S I < d < d --------------------- D 1 - ---- .... - ._........-...-- --- CO 1 ATTACHING STRUCTURAL PANEL:FASTEN TO BU71L ING W/ z _ I #10x3"(w/WASHERS)GALVINIZED OR STAINLESS S EEL _ - )ES OF N WOOD SCREW @ 16'D.C. COMPLY WITH ALL C _I __ .. NEW YORK STATE & TO ' N CODES a 1 1 I I ALTERNATIVE FASTNER FOR SHUTTER TO BUILDIING: i, N _..-_...._...__,-...-_.__.. ..._._..._ ._-.___ _ I I I I #10 TEE NUTS ATTACHED TO BLDG.W/#10x1-1/2 (WIWAS AS REQUIRED AND CON TIONS OF x 1 MACHINE BOLT 12"O.C. :�•�\+• ,. "e _.�.�_. s ,_.^.....-, -N °.. Q LL SOLD TOY,"' 'A I p I I I I I I I I I _.SOUTHOLD T0�1M AN`�'NG EOARD a o � I i t °, i � �° � h-'� I•i' ULTIPLE SECTION ASSEMBLY: ' EXISTING I EXIST SOUTHOLD TOIaIY LISTEES Ln 1 ° I I I I I 1/4" THICK BOLTS �' 2' GC � XMI „ 1 4 1 I I 1J IA „_. ._.___... 8 �o Ijl� FOUNDATION 1 „ I = w co -- - -- It N.Y.S.DEC z 7 -r 6 I ° I I I L.. H 0cn _____. SHUTTER ASSE RLY I N.T.S. la.• ,a,. ,J. __.-. CMO ----------I--------, 11 o I 1 e I FOR PANEL SPANS: II I II II d�9=====_____�__=====d�Of I I I 4' OP, WIDER SPAN LOOD ZOI _ I 1 23/32" APA SPAII—RATED 4?/24 SHEATHIIIG GRAD YW:j{r` I)•' #- '` ° (OVERLAP AROUND C'PENI"JCS 4") I ,; I; C PLY WITH CHAPTER 1—————————�_____________A I I 2.4 STRONG—BACKS @ 24" OC I I I ASSEMBLY: I� FLOG I AGE PREillVENT! 1 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w,' W'4'ASHERS) GALVtNIZED II p I STAINLESS STEEL WOOD SCREW C 12" 0 C. ,�- seIJT-I , 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILLDING w/ I #10x3" (w/ WASHERS) GALMNIZEO OR S WALESSS STEEL DECK PLAN I o I I 1 WOOD SCREW C� 16" O.C. O �UPAN � ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: CY 0 R #10 TEE_ NUTS ATT4CHED TO BLDG. w/ #10A-1/2 ( W/ WASHERS) F C � 1 Am I MACHINE ROLL 0 12" O.C. H IS UNLAWFUL ALTERNATIVE FOR OPENING PROTECTION WINDOW / DOOR SCHEDULE MOOD °SRL:;TURAL FEET SS WITH A MINIMUM THICKICOPE OE 11115, AND MAFIMUM WITHOUT CERTIFIC PANEL SPAN OF 8 FEET SHALL RE PERMITTED FOR(OPENING PROTECTION IN FOOTING LAYOUT ONE- AND TV40- STORY BUILDINGS. PANELS SHALL IBE PRECUT TG COVER GLAZED BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS (INSTALLED) AND HIGH-PERFORMANCE INSULATED GLAZING OPENINGS 4SE ATTACHMENT HARD44'SRE PROVIDED. OF / (REFER TO SECTION 1sa9.ta, 160.3� �r+PSLay1s,1 aj AIL OPENINGS TO BE USED WITH !PAPACY-RESISTANT GLAZING OR WITH DEB RI PROTECTION ALTERNATIVE �jUPANCY W WINDBORNE DEBRIS PROT"ECTION FASTENING LAZING PROTECTION TO BE DECIDED BY OWNER. DESIGN-PRESSURE KIT REQUIP,ED REGARDLESS OF DEBR 0Fall - - L PANELS ZONE MANUFACTURE CAT.NO_ DESCRIPTION UNIT AREA ROUGH CLEAR OPENING GLAZING U-VALUE MRµ MIN.DP UNIT DP EXPOSURE - _ REQUIRED ER - - FASTNER ANEL SPAN 2 FEET<NPANEL 14 FEET<PMELL E$FEET<PANEL TYPE <2 FEET SPAN<4 FEEF SPAN<S FEEIF SPAN<B FEET 5 ANDERSEN FWO6068 FRENCH DR 39 3 6'Oxb'8 34 3 21 9 O 34 21'b° 30 40 E OOD SCREWS 16 i6 12 9 - _ - J 7 21/2#6 15 1E 15 12 NOOD SCREWS a0.0 HOUSE - - A I Ir.,. •lam (2) 2x10 PT GIRDER 2x8 PTDJ 016"OC � : ` \' = - 177777- =1I-11= - j-1 I- 11=il= 1=_=III=I - = _ 11 II _ _ 11 d° rr I \N �1 ' 11;= II=III= =Ti=1 1= =III=III=III-III=III= III=III=III=III=III=III-III=III=III=III 1 1=III=III=III=III=III=III=III=III=III=III= 'z I \ �'Y CD-III 11 (3) 2x6 PT POST II-I II-III=III-III=III -III-III-III-III-III-III=III-II I=III=III. III III-III=III=III=III=III=I II=III=III=11 II Da° I�+`; °� �. I I IIIIIIII -"'III�IIII�III���III'�l IIIIIIIIIIII IIIIIIIIIIII-111�I I IIIIIIIII-IIIIIIIII-IIIIIIIII-IIII�IIII IIIIIIIIIII it 11=111111111=IIIIIIIII=11111 III=111111111=IIII�IIII it II '� �� 1 11111111= 112"x12" CONCRETE FOOTING =III=III= III=III=III=III=III=III=III-III=III=III= III=III=III=III-III=III=III=III=III=111 -,�,. f �'/ _ = 11=III-1,' -III-III=III-III=III-III=III-III=III-11 rA II=III=III=III=III=III=III=III=III=III=.'A "�� �+ III-III-III-III=III-III=III=IIIIII-III=III-III=III-III-IT-III-III-III=III-III-III-III=i —III-III=III-11l=III-III=III-III=III-111-1i1- ��� � -III=III=III-III=III-III=II I-III=III-III=III-III=III-III=III-III=III_! =III-III=III-III=III-III=III=III=III=III=III=III=IIIIII=III=III=III-III=11 °L. `�__ -s- � V 11=III—III=III—III—III=III—III—III=III=III—III—III—III=III=III=III—III=III=III—III—III—III=III1 III=III=III=III=IIIIII=IIIIII=III=III=III=III- � � Aol II-III-III-III-III-III-II I-III-III-III-III-III-III-III-III-III-III-IIIIII-III-III-III-III-III-III-III_III_III-III-III-III-III-III-III-III-III-11 °.. III=III-III=III-III=III-III=III-III=III-III-III-III=III-III=III-III=III-III=III=III=III=III=1 -III-1!I-III-III=III=III-III=III=III-III-III- wg .� .. ., li '1IIIIII-III=III-III=III-III=III-III=III-III=III-III=III-III=III-III=III-III=III-III=.II-III=III-III=III=III=III-III=III-III=III-III=III-III=11 P.o - III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III1 IIIIII=III=III=III=III=III=III=III=III=III=III= -� C ROSS SECTION 0 U_ 0 ELEVATION w 0 Q z N o a a0 — M = 24'-6" 24 —6 11'-6" 3'-0" 10'-0> 1'-6" N N g 8°-2„ 8'-2 cli N --, ' --, - a) } I -•I----------I----------r r-------------------- r r--------------------r , ., -._ __._ _ .._ - - - -- -- - - - - - -- - -- -- - --- z m 1 F1----------I-----------��r---------------------rQr--------------------r� l ._.... ..,.,- ... - .. .... .., .- .., - ..... ._ .. .,. _ _ � � W I N N I ^ -'' Z W N W Z 8, 2„-- ---------------------r ------------------------------ --- - ---r r r ' ... ....,.__.-".. .,..._ ...__.. ... _.._r --...�.....,.._....�. ..... U Z CD (2) 2x0 GIRDER --._.. 00 Q Z Y O ' Tl'P. PTt— (3) 2x6 PT ___...__.._.» U 1 r� ---------.... - ... _ Q co I CD N N 8I0" 2x8 LEDGER 6„ --s ---------e-----a-o---- ----------------------------- ----------------- 'I 1 1 T�fi 7G7 6 �✓ - -- - - -I P-L Q p a o e e a p.," o o _ < o ,o a p CO -----------------------------------------------, CO (D � Q V) I 1 EXISTING ' _.•_ EXISTING ZW Lo 4 FOUNDATION HOUSE7 iI 6 M 01) ----------------- }-M I I , .._ ___.-------_..____.__.,__._,_.._...,_---------- , a a I I I I D v I i I i I I I I I o I I I FOOTING LAYOUT DEC� A K w V HOUSE - - - - y . w ^ (2) 2x10 PT GIP DER 2x8 PTDJ (916"OC , O 77 a, xj ,11!= 11=III= '_"'=III=III=III=III=III= III=III=III=III=III=III=III=III=III III=1 11=III=III=III=III=III=III=III=III=III=III= _0 = (3) 2x6 PT POST III=III=III=III=III-III =III=III=III=III=III=III=III- ILJI=III_ =II= �III=III=III= =! =III-III I ea° III=III—III—III—III-III=III=III=III=III- III=III=III—III—III—III—III=III=III=III=1 II—III—III— II—III—III—III—III—III—II —III— I I IIIIIIII� I=III=III=III=III=III=III=III-III=III=11 -III=III=111=11=III=III=III=III=lil=1 - III=III= =III=III=III=III=III=III=III=1I II •� 12"x12" CONCRETE FOOTING =III=III= III-III=III=III=III=III=III III=III=III= III=III-III=III III=111-III=III III=III III= 'n - II—III—!,'n —!!!=III=III=III=III-III=III=III=III=11 'n II=III=III=III=III=III=III=III=III=III _ k .- II- =III- =III-III=III-III=III-III=III-III=III-III= II- IIII=III=III=III=III=II I-III=III-III=1 =III-III=III-III=III-III=III-III=III-III-III= P4. —III I III—III IIII—III—III—III=III—III=III—III=III—liI=III—III=III—III=III-111=III—III=III—III—III_III—III—III= I—III=III—III=III—III=III—III=III—II o, � ^-�� ,�,n ". =III= =III= =III= =III= gIII=III=III=III=III=III--III=III=III=1 III=III=III=III=III=III=III=III=III=III=III=11 = / `"I—III—III—III—III III II _ III — — _ — - _ — —I— - — — - - - — _ _ - — - III=III=III=III=1tl=III=III—III=III—III=III=III=III=III=III—III—III—III—III=III—III=III—IJ=III=III=III—III=III=III—III—III=111=111—III—III—III—II °.. % �> ��` -III=III-III III_III-III-III-III-III-III-III-III-III=III-III=III-III=III-III-III=III III=III=1 Ili-III=III=III=III=III=III=III=III=III-III-III= i" r �, 1=III_III=!!!=III=III—III=III=III=III III=III—III—IIIIII= III=III—III=III—III=III—III—III-III=III—III= —III=III—III=III—III=III—III=III—II III=III=III=III=III=III=III=III=III=III=III=III=III=III= Ill=III=III=III=III=III=III-III=III- II;-III-III-III-III-III-III=III=III III=Ill-III= p CROSS SEC TIONs,, ELEVATION �' � 0 w Nk