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HomeMy WebLinkAbout30007-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30730 Date: 01/31/05 THIS CERTIFIES that the building ACCESSORY Location of Property: 2220 COX NECK RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 10 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 12, 2004 pursuant to which Building Permit No. 30007-Z dated JANUARY 13, 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 NON-HABITABLE, NON-HEATED ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to JAMES & SUSAN STEPNOSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 93453C 11/11/04 PLUMBERS CERTIFICATION DATED N/A Authorized Signature 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. 30007 Z Date JANUARY 13 , 2004 Permission is hereby granted to: JAMES & SUSAN STEPNOSKI MEDAY AVENUE MATTITUCK,NY 11952 for CONSTRUCTION OF AN NON-HABITABLE, NON-HEATED ACCESSORY GARAGE AS APPLIED FOR. TRUSS CERTIFICATION REQUIRED. at premises located at 2220 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0010 Lot No. 001 pursuant to application dated JANUARY 12 , 2004 and approved by the Building Inspector to expire on JULY 13 , 2005 . Fee $ 126 . 60 o r i z d zjjure ORIGINAL Rev. 5/8/02 Fonn No.6 I, II 1 I'll TOWN OF SOUTHOLD c V • BLIILDING DEPARTMENT U TOWN HALL 765-1802 ''N28 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typeiMter 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 190 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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swinuning pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. — 10 - DS New Construction: �_Old or Pre-existing Building: (check one) Location of Property: 2ZZ0 < Dx NhL4 '1?D W77Z-1 1CY House No. Street Hamlet Owner or Owners of Property:j&AEL, Z Lr::-� Z'-rs—k P I Suffolk County Tax Map No 1000, Section Block ( l L) Lot GCS 1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: _Ea_UL Health Dept. Approval: N & Underwriters Approval: Planning Board Approval: 144 Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ a Applicant Sign e �6 � 303 0 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 11/15/2004 375 Dunton Avenue 93453C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. James Stepnoski Street: 50 Village: Mattituck Zip: 11952 Town: Southold Section: 113.00 Block: 10.00 Lot: 72-73 Contractor: Joseph Themann Elec. Contracting Lic. # 32299-ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool LJ 1st Floor ❑X Indoor ❑ Basement ❑ Hot Tub X❑ Residential X❑ Det. Garage ❑ Attic ❑ 2nd FloorX❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 2 1 3 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑X Bldg. Permit: Other Equipment 1 sub panel , 1 200amp panel With main breaker New Service to House - sub to garage Hugo S. Surdi President Rough Inspection: 11/04/2004 Inspector: John McMahon III Final Inspection: 11/1112004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. z., x Allied ign Ar 'ctural & n • eF#ng Group, P.C. January 13, 2005 Town of Southold Building Dept. Southold,NY RE: Jim Stepnoski IN 2 g D S 24' w x 10'h x 28'1 Garage Mattituck,NY MBI Job # 128-0719 Dear Sirs: Please find the enclosed truss design for the truss that was used for this job. I am also writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated 02/03/03 including the following: 1.) Footings were placed 4'8" below grade and were drilled the diameter specified on the plans. 2.) 2-46M Base Anchors were nailed near the bottom of each column with 3-0.77' x 2 %2' stainless steel nails in each anchor. 3.) An 8' thick redi-mix footing was poured and an additional 8' of redi- mix was placed around the columns when setting. l,,OW uuy Yours truly, Vo°pEW Yp'Wy Allied Design A& E Group, PC �yJ6 O• s RonalNd L S on, P �'n '•'� President ''n 'ORgPaPfPAR9lil .ti fX., .::'.;- X(f LUMBER SPECIFICATIONS Truss Design Load - 360 plf Top Chord 2X8 SYP NO. 1 KD19 1 . 7E6 Lower Chord 2X8 SYP MSR 1950 1 . 5E6 Webs 2X4 SYP NO. 1 KD19 1 , 7E6 Req'd Truss Load - 40 psf at�j,Sl OC. = 300 plf LOADS TRUSS PLATE DATA - (ANSI/TPI 1-1995) 20 GA. 18 OA. TCLL psf Load duration factor = 1 . 1 5 AA 86 psi 108 psi TCDL psf Lateral EA 87 psi 101 Psi LCDL I psf Design Value AE 59 Psi 43 Psi EE 63 Psi 46 Psi Tensile Value 0' 403 pli 610 pli 90. 403 pli 610 pli Shear Value 0. 275 pli 410 pii MEMBER FORCE TABLE 30. 259 pli 361 pli 60. 315 pli 410p1i Member Forces Member Stresses 90. 276 pli 403 p l Bendi ng Axi al Bending Axi at 120. 261 pli 363 pli Member CSI Ci n-L bs) Cl bs) (psi (psi ) 150. 306 pli 428 pli p p TC1 917 -12713. -7349. -967. 5 -675. 8 TC2 962 14594. -6558. 1110. 6 -603. 0 1103 LCI 671 8322. 6687. 633. 3 614. 9 P1. LC2 592 8322. 5325, 633. 3 489. 6 W1 177 0. -1468. 0 -279. 6 5'9,• W2 204 0. 1292. 0 246. 0 2X8k14 W3 066 0. 208. 0 79. 3 TC2 12 ry+ Y W2 4x5 4 11x16 PI. - � W3 PI. WI TC1 8x13 PI. O� .9UTp0.� � 5'3'• 16x8 PI. 9x9 < ' 18 Go. PI. 1N • �0 LC2 LCI 2x8xl2' 15+1/2' 9y�►` IW r (n o CAMBER AT CENTERLINE4'7-1/i6" ml�� � � 1/2" DK 11'10-1/2" l Off. \ n Truss React! or); 4192. 500 L los. E : S O KI FCP 24' S.C. Truss tt z o-1 '4`� Morton Buildings J TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETVILLAGE DIST. SUB. LOT 5 L"o •/VEc�' Rev r "ORIMER��R N E ACR. •D r a/n 0. S W TYPE OF BUILDING RES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS U r3 ur o -2 'lea ��.5 0 0 t � to o 0 v ✓ ' a 6` 'f S'3 z i-;-11d,(7 / ?! ro o Sou SooY ovo D o 3 6 oo Q z r s !FAA �Y- 0 3ov ✓ Ba ,) AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE _54 3 G 4 /¢ — 43D5Co/Ci FARM Acre Value Per Value Acre 3 /07 6—OD Tillable 1 Tillable 2 itr , 3 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON ROAD House Plot DEPTH T BULKHEAD v v Total DOCK ■■■■■■ ■■■■■■■■■■■■■■■■■■■ .,t;>� • •' ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■ M■M■■■■■■■M■■■■■■■■ X .■■■ONE MNN■N■MN■N■M■■■■■O■ ■■■-,_ 9 ■■M■M■■■■■■■■■■■■■■ ONE IN MEMEMMIN■■M■■■■■■■■■ ■■■RENAI ■■■■■MIEWN■■■MONS■■■ M. �� .. Extension __ ��� 3000-� Abed Design A Group, P.C. August 2, 2004 1 2 2004 Town of Southold Building Department Southold, NY RE: Jim Stepnoski 24' w x 10' h x 28' 1 Garage Mattituck,NY MBI Job# 1280719 Dear Sirs: I am writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated 01/05/04 including the following: 1) Footings were placed 4'8"below grade and were drilled the diameter specified. 2) 2- 46 M Base Anchors were nailed near the bottom of each column with 3-0.77" x 2 %2" stainless steel nails in each anchor. 3) An 8"thick redi-mix footing was poured and an additional 8"of redi-mix was placed around the columns when setting. tau OF Ne Yours truly Allied Des' itA' Ronald L. Su President °"" LUMBER SPECIFICATIONS Truss Design Load - 360 plf Top Chord 2X8 SYP NO. 1 KD19 1 . 7E6 Lower Chord 2X8 SYP MSR 1950 1 . 5E6 Webs 2X4 SYP NO. 1 KD19 1 . 7E6 Req'd Truss Load - 4d psf ot-7,S ' OC. = 3pppIf LOADS TRUSS PLATE DATA - (ANSI/TPI 1-1995) 20 GA. 18 GA. TCLL ,3(a psF Load durati on factor = 1 , 1 5 AA 86 psi 108 psi TCDL ,3 psF Laterol EA 87 psi 101 Psi LCDL sf Design Volue AE 59 Psi 43 Psi P EE 63 Psi 46 Psi Tensite Value 0' 403 pli 610 pli 90. 403 pu 610 p(i Sheor Vale 0. 275 pti 410 pli MEMBER FORCE TABLE 30. 259 pli 361 pti 60' 315 pti 410 Pii Member Forces Member Stresses 90. 276 pli 403pti Bendi ng Axi at Bendi ng Axi at 120' 261 Pn 363 pti Member CSI (i n-t bs) (I bs) (psi (psi ) 150. 306 pti 428 pli P P TC1 917 -12713. -7349. -967. 5 -675. 8 TC2 962 14594. -6558. I l 10. 6 -603. 0 11x13 LCI 671 8322. 6687. 633, 3 614. 9 PI. LC2 592 8322. 5325, 633. 3 489. 6 W1 177 0. -1468. 0 -279. 6 5''9 W2 204 0. 1292. 0 246. 0 2x8xTa' W3 066 0. 208. 0 79. 3 TC2 12 W2 4x5 14 1106 PI. - W3 PI. TC1 8x13 PI. wl 5VNE Apr" 53 1x8 PI. 9x9 1 * F4 18 Ga. PI. LC2 LCI 2x8x12' 15+1/2" .� tt� ..... ....... iii. .... ....... .... s �• a CAMBER AT CENTERLINE 4'7-1/16" �O •.� `� Q 1/2" � o 11'10-1/z" O 0 Truss Reaction: 4192. 500 l bs. M V C IG h( FCP 24' S.C. Truss ik_ 0 ") ` Morton Buildings DATE REVIEWED: ' /13/03` APPLICANT: i s�`� n� ��� DATE SUBMITTED: SCTM# DISTRICT: 1,000, SECTION: 113 , BLOCK: \O , LOT: SUBDIVISION: ADDRESS: Z2 C'n>_ Q� k CITY: ZONING DISTRICT: — CONFORMING?No BUILDING PERMITS OPEN/EXPIRED: PRE CO.'Y OR N BP -Z /Cio Z- , INFO /BP -Z/C/0 Z- INFO BP -Z / C'0 Z- , INFO Z/BP -Z/C,'0 Z__, INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1933),UNDERSIZED LOTS FROM JAN.1997 1100-25.Merger(A nonconforming at any time after, REQ. LOT SIZE: ACT. LOT SIZE: I 6 REQ. LOT COV. tea/ ACT, LOT COV. J5_ REQ. FRONT _ _PROP. FRONT VREQ SIDE �J,3 ACT. SIDE ,/ REQ- REAR - PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION:Qm� M ESTIMATED PROJECT COS ARCHITECImc,,> WATERFRONT? °J)o DESCRIPTION: PANEL # FLOOD ZONE�C APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or �ED #): _DTE: / / PERMIT #: TOWN SEPTIC RECEIPT: Y o(IT5- ——— NEW YORK STATE DEC: PRE-DEC 9/1f75YES pltg*� DTE: PERMIT #: SOUTHOLD TOWN TRUSTEES: YES otQ) DTE:___/_ /_ PERMIT #: TOWN ZONING BOARD APPROVAL: YES opso DTE i /_/_ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or uQ2 DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2)eaor NO NOTE"___ FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: �� SF FEE FEE FEE 1. (_!� a SF)- c-rte SF)= (72- SF X $ 70 _$ .SI �G +� +$ =s 1?6 2. ( SF)- ( SF)- SFX $ _$ +$ +$ _ $ 3. ( SF)- I _SFJ= SF X $ ` o FINAL TOTAL: $ 116 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-bI 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: YIN MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: YiN TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSYLATION [ ] FRAMING [ 4INA�p [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 71,L?Lo INSPECTOR 30°07 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING \�] FINAL [ ] FIREPLACE & CHIMNEY([ ] FIRE SAFETY INSPECTION REMARKS: DATE /O2� �� �� INSPECTOR /�'`0 3 0 0 0 7 Z 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1 [ ] FRAMING FINAL [ ] FIREPLACE A C`HIM-NDEY [ ] FIRE SAFETY INSPECTION REMARKS: `� , w,ov d • DATE / s ��' INSPECTOR �� FIELD INSPECTION REPORT DATE COMMENTS o FOUNDATION (1ST) J a --------------------------- �c FOUNDATION (2ND) 2 A m ROUGH FR.�111IING& cn PLUMBING I� x a 3 r INSULATION PER N.Y. STATE ENERGY CODE FINALoe ADDITIONAL CONI NTS '9 O - - P m W VIS � O z - x r 0 r i TOWN O -)UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING APARTMENT Do you have or need the following,before applying? TOWN HA. Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Sun'ev www. northfork.neVSouthold/ PERMIT NO. 3000 Check Septic Form N.Y.S.D.E.C. Examined Trustees— Approved � 20— Contact: F� Approved 20 — Mail to: Disapproved arc Phone: 7 C - Limn Expiration_ 20�/�- \ r Buil g Inspe or JAN -Vol / APPLICATION FOR BUILDING PERMIT r Date-1-7- , 204Y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, 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. (Signa e o app cant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, geaal contra e]ectrrcian, plumber or builder A kri Name of owner of premises '161,W (As on the tax roll or latest deed) If applicant is,a. ivoration, signature of duly authorized officer and(Name d title of corporate officer) Builders License No. 151?j1�j } Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed 1york will be done: so ME,DA�A AVEMkT7T-Tu , nl�l l 1 `�SZ House Number Street Hamlet CountyTax Map No. 1000 Section I l a _Block Lot Subdivision 7t>L.L.f- wQ�(7 Filed Map No. -� Lot Z Z3 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed constr&tif a. Existing use and occupancy jp-ee71�C'- b. Intended use and occupancy 6jArCAa1lL __ 3. Nature of work(check which applicable): New Building X Addition Alteration —� Repair ----Removal —" Demolition ---Other Work (Description) 4. Estimated Cost ��,y DD . � Fee (To be paid on filing thisa,Pplication) 5. If dwelling, number of dwelling unitsC::��umber of dwelling units on each floor �$- If garage; number of cars Z- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front •,—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 7-5 Rear 7E r Depth Zy Height I rJ f L" Number of Stories C*,&- t Z� � t. t 9. Size of lot: Front Z� Rear 10 42 Depth Awate of Purchase _ 1 g`� Name of Former OwnerI�ztt �-�-A Zone or use district in which premises are situated 7-'410 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX- 13. Will lot be re-graded? YES NOA-Will excess fill be removed from premises? YES_NO-y- 14. Names of Owner of remises. Address 7 Phone No. Z%- [lam t Name of Architect Address Phone No -75L4 - 41�160 Name of Contractor Addre^s f'J):V_JjC4L)IE Phone No. 73y' y660 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,By REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO tY * 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 .) VIT A 444=" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A4fw 'al (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or ha,,e 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 t efore me this -�- day of 20 Notary frublic Si a pplican Claire L. Glow Notary Public, State of New York No.01 GL4879505 Qualified In Suffolk Coun Commission Expires Dec. S. a(, AV ENOE 121.3 f ME00 M FOJ h 07702 E N 1 o w � � J I I11 Q 34 8'— 522 I / STORY WOOD W FRAME RESIDENCE �' 2 HGARAGE W r/z 3' 3 34 B /5r ^�' 3.O' O 382 - COVERED CONC. PATIO O O PCO LOT 72 P/C LOT 73LLj WIMP- Z�r Fe on Fe Cor (7 //P Fal Lme /V N 00 r W 16' y N 88° 45' .W WOOD FENCE r J06. 05' I P/O LOT 72 I P/O LOT 73 I FMS`/75 SURVEY OF FILED ✓AN 25,/927 SURVEYED 20 MARCH/993 SCALE /" = 20� TM�/000-/l3-/0-O/ PART OF LOTS 72 8 73 /N P Guarantees indicated here an shall run MAP OF TOLLEWOOD ��a only to the person for whom the survey is prepared, and on his behalf to the SITUATE title compeny, ( over: enh I Agency, MATT/TUCK, TOWN OF SOUTHOLD ,ending instihticn, if tiser' hereon, and SUFFOLK COUNTY, NY to the assignees of the lending institution. Guar tees are not transferable to q g4ditional institutions or subsequent owners. SURVEYED FOR JOHN and SUSAN STEPNOSK/ GUARANTEED TO SURVEYED 8Y JOHN anal SUSAN STEPNOSKI FIRST AMER/CAN TITLE INS CO. STANLEY ✓. ISAKSEN, IR PRUDENT/AL HOME MORTGAGE CO.,INC PO BOX 294 TOWN OF SOUTHOLD NEW SUFFOLK NY, /1956 734 -58. Unauthorized alteration or addition to this (5/6) 5 survey 1; a violation of Section 7209 of the New York State Education Law, Copies of this survey map not bearing the Land Surveyors embossed seal shall of be considered to be a valid true py. L/CENS L ND SURVEYO N.YS. L O. 49273 0,17:FIcE MORTON BUILDINGS GENERAL SPECIFICATIONS f OFFICE: COMPLY WITH ALL CODES OF CUTCHOGUE N.Y. LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S43 APPROVED AS NOTED NEW YORK STATE & TOWN CODES JOB N0, DATE - ; 13 B.p,any AS RE UIRED AND CONDITIONS OF 2a-o71s COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 DATE - ; e. BY: SDUIHOLOTOWNISA POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN NN - IILDING DEPARTMENT AT SOUTHOLDTOWNPUNNING 7F', AM TO 4 PM FOR THE i _ BDARD FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND FCS N 'IG INSPECTIONS: SOUTHOLD TOWN TRUSTEES 1. r INOATION - TWO REQUIRED N.YS,DEC ALLCONSTRUCTIQNSHALL V SHALL BE LAMINATED WITH STAINLESS STEEL NAILS P R POURED CONCFETE MEET THE REQRUCTIONSHALLTS OF E .o 2. P,, GH - FRAMING & PLUMBING r M FOOTINGS AND ANCHORA E - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND 3. ILATION CODES OF NEW YORK STATE. w 4. F CC;I^TRUCTION MUST I READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR EE ^)MPLETE FOR C.O.ALL CONSTRUCTION SHALL MEET 0 �-w c SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN REQUIREMENTS OF THE CODES OF O w YORK STATE. NOT RESPONSI m OR 1/2" GALVANIZED STEEL ROD PLACED 2 7/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE DESIGN OR CONSTRUCTI0 m MIX V IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS, z w LASHBOARDS - SPLASHBOARDS ARE N0. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S25 AND CENTER V z I D a MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ALL� Z ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION LQi C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. W FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO,2 OR BETTER SPACED APPROXIMATELY 30" O.C. } •_ z L7 l I WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 OR j .fr BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. '- Al OCCUPANCY OR o ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS UNDERWRITERS CERTIFICAiE, REQUIRED USE IS UNLAWFUL z '_ REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED WITHOUT CERTIFICATE CERTIFICATION OF W UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU, TRUSSES ARE DESIGNED IN ACCORDANCE WITH OF OCCUPANCY ~ NAILING &CONNECTIONS (n �� CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. REQUIRED. -� i SIDING PANELS (KYNAR 500/HYLAR 5000) -0.019" MIN., G90 GALVANIZED OR AZ55 I��D r/ft)N� _ C GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 5Do/HYLAR 5000 FINISH WITH COMPLY WITHCHAPTE 46" LA-.I J FLOOD DAMA^F PREVENTION A NOMINAL 1 MIL PAINT THICKNESS ON EXTERIOR. SOUTHOLD IOVVN CODE. �- ROOFING PANELS f 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN K - �FLUnan U 0 ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT Q WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. X TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL V o m ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS �' O ROOFING OR SIDING PANELS. a BUILDING DESIGN CRITERIA ,UTTER v R - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 CONSTRUUCTION TYPE U U z y FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING, FLOOR AREA 672 SQ. FT. MEAN ROOF HEIGHT 13 -6 FT. W wa WDITIONAL NOTES BUILDING CATEGORY II LIVE ROOF LOAD 'DESIGN 36 PSF J vi GROUND SNOW LOAD 45 PSF o .) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART WIND SPEED Vas 120 MPH OF THESE DRAWINGS. WIND IMPORTANCE FACTOR 1.0 EXPOSURE CATACORY B INTERNAL PRESSURE COEFFICIENT SP - 1997 NDS '.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED NTH THESE DRAWINGS SHALL BE PROVIDED BUILDING DESIGN CONDITION ENCLOSED WITYPICAL LUMBER ECIFICATIONS ZONE 1 14.9, -23.7 PSF SIZE DESCRIPTION BENDING VALUE Fb DRAWN BY: KP-873 BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY COMPONENT & CLADDING ZONE 2 14.9, -50.1 PSF 2x4.. NO.1&2 SPF WIND LOADS 2 x4' 1313 SiPDATE: 12/17/03 ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. ZONE 4 25,9, -50.1 PSF-28.1 PSF 2100f MSR SPF 2100 PSI 2 x6 N0.1&2 SPF 1138 PSI CHECKED BY: CMD .) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES ZONE 5 25.9, -34.7 PSF 2 x6 NO. 1 SYR 1650 PSI DATE: 12/23/03 2 x8 N0. 1 SYR 1500 PSI AS REQUIRED FOR WALL AND CEILING FINISHES. *SNOW LOAD CALCULATIONS 2 x10 NO. 1 SYR 1300 PSI REVISED DATE: Ps = 0.7 x Ce x I x P LL x Ct x Cs 2 x12 NO. 1 SYP 1250 PSI REVISED DATE: MSRMORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC Ce = SNOW EXPOSURE FACTOR= 1.0 1 1 A2 x16 LAMINAT Df EN ERSLUMBER 2800 PSI = IMPORTANCE FACTOR = 1.0 3 1 2 x15 REVISED DATE: JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. GLU-LAM 1650 PSI REVISED DATE: Ct = THERMAL SNOW LOAD = 45 P.S.F. 51 4x1611 GLU-LAM 2400 PSI Ct = THERMAL FACTOR = 1.2 51 4'x19 1 2 GLU-LAM 2400 PSI KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR Cs = ROOF SLOPE FACTOR = 0.94 NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. 5000 IS A TRADEMARK OF AUSIMONT, USA. Ps = 0.7 x 1.0 x 1.0 x 45 x 1,2 x 0.94 = 36 psf SHEET o W OF NEH."W�4p i2x4FK 10-00 SHEET DESCRIPTION y� ,oLs&N°�E@ 1 OF 6 SPECIFICATIONS & SHEET INDEX :° z°: I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2 OF 6 COLUMN PLAN & ELEVATIONS y� 1s • F 3 OF 6 SECTIONS, DETAIL, & FASTENING SCHEDULES THIS BUILDING WAS PREPARED BY ME OR UND MY • . DIRECT SUPERVISION AND TH A DULY IGEN ED/ 4 �rrrxx � F OF 6 SECTIONS REGISTERED PROFESSIONAL GIN R. i 5 OF 6 TRUSS BRACING LAYOUT & DETAILS (^�z RONALD L. SUTTON, P.E. OF 6 TRUSS DRAWING & DETAILS MICHAEL L. MCCORMICK P.E. =OF DATE: O O '• AQ EG. # S'17 1 (ZONE 2) OFFICE: (ZONE 1) CUTCHOGUE N.Y. 3'-0" WIDE S-0" WIDE 3'-0' WIDE JOB N0. (ZONE 2 &3) (ZONE 2 &3) (ZONE 2 &3) 128-0719 VENT-A-RIDGE O O 3'-0' WIDE 4 12 T#16 GABLE TRIM� (ZONE 2 &3) , i, • N 5" O.G. GUTTERS ' HI-RIB STEEL �% 'i • ~ HI-RIB STEEL I ' r% T#21 CORNER TRIM ��' �% n , , T#167 TRANSITION TRIM T#167 TRANSITION TRIM N HI-RIB STEEL WAINSCOT ' ' ' ' HI-RIB STEEL WAINSCOT wa T#21 CORNER TRIM T#21 CORNER TRIM ro T#167 BASE TRIM ' , /� T#167 BASE TRIM T#21 CORNER TRIM 22'-0" WIDE (ZONE 4) I 1 3'A" WIDE ' 18'-0' WIDE 3-0' WIDE ` 3'-0" WIDE f 3'-0' N10E (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 4) I (ZONE 5) L/ Z NORTH ELEVATION WEST ELEVATION Z (ZONE 2) (ZONE 1) 3'-0" WIDE 3'-0" WIDE (ZONE 2 &3) (ZONE 2 &3) 3'-0' IDE &3 AL (ZONE 2 3'-0' WIDE 4� T#16 GABLE TRIM } mm VENT-A-RIDGE Q Qz (ZONE 2 &3) Z Y v �- 5" O,G. GUTTERS / '/� (nF �� HI-RIB STEEL i �� HI-RIB STEEL T#21 CORNER TRIM �� /� T#21 CORNER TRIM T#167 TRANSITION TRIM i, ! T#167 TRANSITION TRIM ' HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT LLJ W T#21 CORNER TRIM ' T#167 BASE TRIM i, �� T#1166 T# CORNER TRIM o , , 7 BASE TRIM _ 22'-0' WIDE (ZONE 4) I I3'-0' WIDE 3'-D" WIDEI 18'-0' MIRE I 13'-0' WIDE F• SDN€ A { (ZONE 5) (ZONE 5) (ZONE 4) 111 (ZONE 5) U SOUTH ELEVATION EAST ELEVATION W J F-- Z 0 Z 0 N \ v O p j A CN Q o 17'-10" Z xx LD m O 1 -11 1/2• Y-0" VENTED SIDEWALL OVERHANGS �� d 4'x28'x6" CONCRETE APRON--\\, - - - - -4; - - - - 1 1 4 V-O" NON-VENTED ENDWALL OVERHANGS Q I _ I 23'-9° o 23'-9" D 18 � 8 � o r "� "m COLUMN PLAN LEGEND Ja 0 0 0 - 3-2"x6" LAMINATED COLUMN LOCATION N ■ - HEADERED TRUSS LOCATION C o 0 '\ 4 '� O - 3068 9100 9-LITE FLAT SLAB WALK DOOR W/LOCKSET 15'-10 7/2" 18 18"0 15'-10 1/2' m - 4429 9-LITE SLIDING HAYFIELD WINDOW z �Qi - 18'x8' OVERHEAD DOOR - 81M BASE ACHORS 4 4 18"0 - 18" DIAMETER FOOTING W/ 8" THICK READI-MIX CONCRETE PAD. DRAWN BY: KP-873 PLACE A MINIMUM OF 8" READI-MIX DATE: 12/17/03 7'-101/2' - 18"0 18"0 - 7'-101/2" CONCRETE AROUND COLUMNS WHEN Qi I I SETTING CHECKED BY: A 1 - 24' S.C. TRUSSES m 7'-6" O.C. TYPICAL CONTINUOUS 2"x4" LOWER CHORD DATE: TRUSS TIES 0 4'-0" O.C. AND 2"x6" DIAGONAL / __ / ^ END BRACES APPROXIMATELY REVISED DATE: 18"o 0 18"0 1 18"0 O, O" 8'-0" O.C. TYPICAL REVISED DATE: — — r — — — REVISED DATE: A REVISED DATE: I I 3 I 6-4 1/2" 7 6 7 6' 7'-4 1/2' 0F IJE6y Yqi -IL\\ IIL ROUGH OPENING SCHEDULE t• •o`' sG o,��`� UNIT SYMBOL FROM LEGEND WIDTH HEIGHT ; T .7 37 3 4" 80 3/4" [V m 52 1 4' 1 33 5/8" P- COLUMN PLAN4�,n,, ! °� v 4 2' 8' SCALE: 1' 4' 16' SCALE: AS NOTED SHEET N0. 2 OF 6 OFFICE: CUTCHOGUE N Y ROOF- STRUCTURE FASTENING SCHEDULE JOB N0. 28-0719 0 Q FF2000 HI-RIB STEEL Q 2"x. PURLINS ® 20" O.C. I VENT-A-RIDGE TO RIDGE BASE TRIM #9 x ," STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS ® 8" o.c. (N0. 2 SPF) z RIDGE BASE TRIM TO 2"x4" PURLINS 0.135' x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0 o.c.) 2"x4" BEV, PURLIN HI-RIB STEEL TO 2"x4" PURLINS • o #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.C,) V a WIRE MESH a 20 c. GALVANIZED PURLIN CONNECTORS 9 x 1" TRU-GRIP SCREWS FILLER STRIP s 2"x4" PURLINS TO TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 2"X6" BEV. FASCIA = Q HCH1S CLIPS TO 2"x4" PURLINS 5" O,G. GUTTERS s SIMPSON HCH18 CLIP © Qi to 7 (4) 0.131 (Bd) x 1-1/2" RING SHANK NAILS wm HCHiB CLIPS TO TRUSS1-1/2" RING SHANK NAILS n T#144 & 146 FASCIA TRIM------ 24' S,C. TRUSS Q B HI-RIB STEEL TO 2"x4" PURLINS (@ EDGE STRIPS) k9 x 1" TRU-GRIP SCREWS z1 zp SOFFIT ,- 2 1 2x5 1 2 MACHINE BOLTS w Q 30' STRAIGHT CHORD TRUSS TO COLUMN Q Do HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & (4) 0.177" x 4" (20d) RING SHANK NAILS Q� 2"x6" OVERHANG NAILER (4 20d R.S. NAILS V Z z V 0 HI-RIB STEEL (KYNAR) 1s a 3-2"x6" LAMINATED COLUMN W 2"x4" NAILERS 0 24" O.C. is } 2100f MSR SPF z V 2"x4" PURLIN _ 1 1/2"xi 1/2" VERTICAL BLOCKING Y u GRADE TO HEEL AT COLUMN LOCATION (nLy,� '7' ro O T#167 TRANSITION TRIM 7� z 2"x6" NOTCHED NAILER +B 7IL 60d R.S. NIAIL �2'• W " � HI-RIB STEEL WAINSCOT (KYNAR) 7/16" OSB PROTECTIVE LINER a (1)Q SIMPSON HCH18 TIE FASTEN TO _41j� TRUSS AND PURLIN W/ (4) c�- T#167 BASE TRIM 8d x 1 1/2" NAILS (1 1/2" R.S.) / (1) ROW 2"x8" TREATED SPLASHBOARD 1z 4" CONCRETE FLOOR RUS20 ga. GALV. PURLIN CONNECTOR Qa W Z V to TS p � 81M BASE ANCHORS \ \ 0 FINISH GRADE4p• .; " MINIMUM COMPACTED GRANULAR BASE / ; ` Q� CO CRETE FLOOR NOTES ♦ Q 1.1 3 00 P51, S 1/2 BAG MIX CgJCRETE. / O 2, REINFORCING: 5.5-10.10 WWR. ], SLOE TRADE AWAY FROM DISTANCE G a P PER Z^ 4'-O" FOOT FOR A MINIMUM DISTANCE OF tp' PWS X OVERHANG WIDTH. V, O a.) WHEN A VAPOR RETARDER IS PROVOED. PLACE A 0 MINIMUM B MIL POLYETHYLENE VAPOR RETARDER SE -- TOP OFA MINIMUM a` COMPACTED GRANULAR BABE (1) #9x1" TRU-GRIP SCREW ON V / 0 ED AND 4 0M BA BELOW THE cORSETE FLooR PEAK SIDE AND (2) ON EAVE d (2) 46M BASE ANCHORS 10 8" THICK READI-MIX CONCRETE PAD, SIDE OF PURLIN IN HOLES SHOWN L -i D PLACE A MINIMUM OF 8" READI-MIX (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) Z CONCRETE AROUND COLUMNS WHEN SETTING. ro'N N 2"x4" BUTTED PURLIN DETAIL WZHCH18 CLIP LuOL 8"0 SCALE: I V = 1'-0" J Ui SIDEWALL SECTION A- A Q 120 M.P,H. WIND SPEED (V,.) SCALE: 1/2' = 1'-0" DRAWN BY: KP-873 WALL FRAMING FASTENING SCHEDULE DATE: 2/17/03 CHECKED BY: DATE: 1p 46M BASE ANCHOR TO COLUMN 0.177' x 2-1/2" STAINLESS STEEL NAILS (3) PER ANCHOR REVISED DATE: ++ 81M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR REVISED DATE: 1z 2"x8" SPLASHBOARD TO COLUMN (4) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS ® SPLICE/ (3) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS ® STANDARD CONNECTION REVISED DATE: 1a 2"x6' NOTCHED NAILER TO COLUMN (4) 0,148" x 3-1/2" (16d) NAILS ® SPLICE/ (3) 0.148" x 3-1/2" (i 6d) NAILS ® STANDARD CONNECTION 1a 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0,106" x 1-1/4" ASBESTOS SIDING NAILS REVISED DATE: 1s 2"x4" NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS-@ SPLICE/ (3) 0.148" x 3-1/2" (167) RING SHANK NAILS ® STANDARD CONNECTION is END TRUSS TO 2-2"x6" END COLUMN EXTENSIONS (8) 0.177" x 4" (20d) RING SHANK NAILS n HCH1 PURLIN TO END TRUSS 0.200" x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 1B HCH18 CLIPS TO END TRUSS (4) 0.131" (8d) x 1-1/2" RING SHANK NAILS 0 NEW} +s HI-RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS Al EVERY HI-RIB (1'-0" o.c. 3.'s`y�Y', ' L. S • ,q'"s 20 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP * . 2) SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE a s �4 sstocl aunmm�" SCALE: AS NOTED SHEET NO. 0DF 6 OFFICE: CUTCHOGUE N Y JOB N0. 128-0719 o L> + I n m N w m o +� 2"x4" PURLINS ® 20" O.C. � 2"u4" BLOCK BETWEEN PURLINS (4) 2 1/4" R.W. OR T#i6 GABLE TRIM 16 R.S. NAILS = w 2"x6" BEV. FASCIA T#194 TRIM " o HCH18 CLIP +e Z SOFFIT / / / (7) 20d R.S. NAIL THROUGH (2) 1/2"x 5 1/2" M. BOLTS V SOFFIT HI-RIB CAP / / STRAP & INTO BRACE 2' END BRACE STRAP Z a KYNAR HI-RIB STEEL / / W/ PRE-PUNCHED HOLES 0� 2-2"x6" E.C.E. / / / 2"x6" DIAGONAL BRACING (BEND TO FIT) 1 . 1 +e 24' END TRUSS / FASTENED TO COLUMN W/ (3) 1 1/2" R.S. NAILS 1 . 1 (4)-16d-R.S, NAILS ____ 2"x4" TIES — z V 24 ADDL. 2"x6" NAILER (2) 2"x6" BLOCKS o ' S.C. TRUSS 7'x6" NAILER z (3) 1 1/2"x16" LVL HEADERS HEADER NAILING SCHEDULE z (3) 2"x6° STUB COLUMN HEADER STUB JAMB w ` MEMBER COLUMN COLUMN �r€' cn E 2"u6"' BLOCK EA. LVL 1010 T# 124 T# 129 O.H.D. " m 2"x2" BLOCK NOTES; T# 151 ALUMASEAL 1. NUMBERS ABOVE ARE 20d R.S. NAILS '� Z Z O # 152 T REQUIRED PER CONNECTION. � GRADE TO HEEL T# 154 2"x3" JAMB (BIEYOND; W-2" 2. PRE-DRILL HEADERS AS REQUIRED TO PREVENT SPLITTING. U BOTTOM 2' TREATED) GRADE TO BOTTOM 3. IF NUMBER OF NAILS REQUIRED FOR BEYOND OF 2"x6" BLOCK HEADER TO JAMB COLUMN CONNECTION (3) 2°x6" JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, Q o 2"x6" TRACK BLOCK (BIEYOND; 1THE EXCESS NAILS MAY BE INSTALLED BOTTOM 2' TREATED) + IN HEADER SUPPORT BLOCKING. x CHID HEADER SECTION C- C C7 m 0 SCALE• T '• = 1'-D" LLJL. a an z FINISH GRADE J vi Qo 0 4'-0" DRAWN BY: KP-873 (2) 46M BASE ANCHORS DATE: 12/17/03 a CHECKED BY: 8" THICK READI-MIX CONCRETE PAD. DATE: 18"A PLACE A MINIMUM OF 8" READI-MIX REVISED DATE: CONCRETE AROUND COLUMNS WHEN REVISED DATE: SETTING. REVISED DATE:EVISED DATE; R ENDWALL SECTION B - H 120 M.P.H, WIND SPEED (V,) SCALE: 1/2" = 1'-0" ��uuumuu° pF NEW O° a* Y 3� ;o� z° 0 1"�mu m nt" SCALE: AS NOTED SHEET N0. 4 OF 6 OFFICE: CUTCHOGUE, N.Y. JOB NO. 128-0719 ' o 0 N w m n 0 K _ m © V 2 Z V = = O = = = =0 = = Z a 1 1 = O = Z i z L� _ a_ w QQ - 24' S.C. TRUSSES O 7'-6" D.C. TYPICAL NOTE: QQ - CONTINUOUS 2"x4" LOWER CHORD HCH18 CLIPS TO BE USED ON FIRST TWO ROWS L L j =' TRUSS TIES ® 4'-0" O.C. OF PURLINS FROM SIDEWALL FIRST TWO ROWS zo QQ - 2"x6" DIAGONAL END BRACES APPROXIMATELY FROM PEAK, .AND AT PURLIN TO END TRUSS. �. 8'-0" O.C. TYPICALC' Qo TRUSS/BRACING LAYOUT CZ.7 SCALE, 3/1V = 1'-d' p a W D0 Z DN Ww a 2"x4" TRUSS TIE OR PURLIN Q o 77.. T O DRAWN BY: KP-873 I DATE: 12/17/03 ADDITIONAL 2"x6" NAILER 60d R.S. NAIL I / CHECKED BY: DATE: i 2' LONG END 20 ga. GALV. PURLIN CONNECTOR REVISED DATE: REVISED DATE: BRACE STRAP TRUSS � (1) 20d R.S, NAIL THROUGH a. �\� REVISED DATE; STRAP INTO TIE & REVISED DATE: (3) 1 1/2" R.S. NAILS THROUGH STRAP i•i '��� (4) 2 1/4" R.W. NAILS a ,� 000 IN E 2"u4" TRUSS TIE aYQ'��'�YO SG�Oq_ o.A. 0 Y'F (1) #9x1" TRU-GRIP SCREW ON •d PEAK SIDE AND (2) ON EAVES g• SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 1 ' TRUSS TIE TO ENDWALL DETAIL 2" x4" TRUSS TIE OR PURLIN DETAIL SCALE, 11/1 = i'-C" SCALE; 11/7 = 1'-0" SCALE: AS NOTED SHEET N0. 5 OF 6 TRUSS SPACING 7'-6" O.C. OFFICE: CUTCHOGUE. N.Y. LIVE LOAD 36 PSF DEAD LOAD 4 PSF 1103 JOB N0, CEILING LOAD — PSF PI 128-0719 TOTAL LOAD 40 PSF \ Sg„ 2'kB„ T C• • n EB y2 0 2 " e �4 f WEB #1 4x5 N 53 PI. 11x16 PI. w 8x13 PI. WEB #3 �• � 16x8 PI. 9x9 H.B. m 18 Ga. Pl. 15 1/2" V z 2"x8" L.C. NN Z CAMBER AT CENTERLINE a 1/2" 4'7-1/16" 11-10-1/2" 0� W z FCP 24' S. C. TRUSS _ TRUSS DESIGN SPECIFICATION: SCALE: 1/2' = 1'—O" } Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and Y U , specifications of recognized engineering principles. Trusses are manufactured by Morton Buildings, Inc, O 2 a LUMBER SPECIFICATION (1997 NDS for Wood Construction): z � Lower Chord -- 1950f — 1,5E MSR Southern Pine Top Chord --- No. 1 K.D. — 19 Southern Pine LLJ Web Members -- No. 1 K.D. — 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): ASTM A-653, Grade A 20 Go. and 18 Go. where noted, galvanized steel Morton truss plates identified by o �. .n hexagon stamped every 1-1/4" along the center of the plate. -7 L.) is RAFTER LENGTH 12'6-3/16" L. 1 J Webs are 2x4's except where noted �� p o! U 02 0=0 #'8 x 3 1/2" WOOD SCREWS FASTENEOTHROUGH THE ALUMINUM DOOR SIDE .JAMBS Q 0 INTO THE 2x4 ROUGH FRAMING. PRE-DRILLHOLES IN ALUMINUM DOOR JAMB TO ACCEPT WOOD SCREWS, SCREWS ARE NOT REQUIREDIN THE HEAD OR THE SILL. /j8 x 3 1/2" WOOD SCREWS FASTENED HEAD FLASHING L 0 THROUGH THE WINDOW JAMB FLASHINGS `� m INTO THE 2x4 ROUGH FRAMING. PRE-DRILL o HOLES IN WINDOW JAMB FLASHINGS TO ACCEPT HEAD FLASHING E-3a WOOD SCREWS. SCREWS ARE NOT REQUIRED iv 1 1 IN THE HEAD OR THE SILL. < Q 0 Z HEAD FLASHING ,n n DOOR SLAB 40" WIDE x 82 1/2" TALL a o f 7/16" O.S.B. PANEL FINNED — �� 0 WINDOW 55" WIDE x 36" TALL o Q 7/16" O.S.B. PANEL N O SILL FLASHING n 40" NDE x 82 1/2" TALL II ! 7/16" O.S.B. PANEL DRAWN BY: KP-873 II , II DATE: 12/17/03 FINNED WINDOW SECTION 55" WIDE x 36" TALL \ < CHECKED BY: 7/16" 0.5.8. PANEL DATE: n FINNED WINDOW ELEVATION REVISED DATE: REVISED DATE: 9100 ELEVATION 9100 SECTION #8 x 3 1/2" WOOD SCREWS SPACED 55" WIDE x 36" TALL REVISED DATE: AS SHOWN ABOVE TO AVOID DOOR 7/16" O.S.B. PANEL #8 x 3 1/2" WOOD SCREWS SPACED 40" WIDE x 82 1/2" TALL II REVISED DATE: INSTALLATION SCREWS AS SHOWN ABOVE TO AVOID DOOR 7/16" O.S.B. PANEL INSTALLATION SCREWS WINDOW �T�+s pF NErW y4 JAMB FLASHING-/ y3 P�i•� L S • 0 � 2x4 ROUGH FRAMING W2x4 INUM i 17 'y L ••"F*o JAMB O• e FINNED WINDOW JAMB DETAIL H FRAMING =� Cb 9100 JAMB DETAIL I 3' • 1b. . N . I WINDBORNE DEBRIS PROTECTION - FINNED WINDOW WINDBORNE DEBRIS PROTECTION - 9100 WALK DOOR o 30. SCALE: AS NOTED SHEET NO. 6 OF 6