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HomeMy WebLinkAbout39158-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ti TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39158 Date: 9/9/2014 Permission is hereby granted to: Hagan, Walter & Hagan, Gracemary 95 Kingsbury Rd Garden City, NY 11530 To: Construction of an accessory garage as applied for. WL 6 G- At premises located at: V-7 26025 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-22 Pursuant to application dated 8/25/2014 and approved by the Building Inspector. To expire on 3/10/2016. Fees: ACCESSORY $287.20 CO -ACCESSORY BUILDING $50.00 tal: $337.20 LB)d�ilding Inspec or 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;Ia certificate of Code Compliance from architect or engineer responsible for the building. j 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. 19 New Construction: y Old or Pre-existing Building: (check one) j I Location of Property: 26445 Az*IX'�POA n d 0(82CJ77 House No. Street Hamlet Owner or Owners of Property: ZiAl'-rel j( ��/?.�+ �/i�2 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: ftG!/Af Health Dept.Approval: Underwriters Approval: Planning Board Approval: . / Req P Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ L Applicant Signature FIELD INSPECT, 4N REPORT DATE CONIlVlFNTS OUNDATION(IST) p� r r.rrr.Trrrrrrrrrrrrrrrrrr ' r• FOUNDATION(2ND) ROUGH FR�fNtINQ& PLUNMING 9 Cri INSUL'ATION PER N.Y. STATE ENERGY COIDE ' 4 1 o l N or, 4EL� FINAL , ADDZTIb1V�L'C6NIlYlE1VTS" C, C11 I..r I t I , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO.SJ I � Check Septic Form N.Y.S.D.E.C. Trustees Examined q ,20 Contact: /'/ // ,/ /,e Approved ,20_ Mail to: N�Vbe'lIi ida4 ( Disapproved a/c A Phone:4-n-<f 76Z1 Expiration ,20 D EC E 0 V E ildin AUG 2 5 2014 PPLICATION FOR BUILDING PERMIT BLDG DEPT Date J� Z— , 20 /4 TONIN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot 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 sball 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. Evey 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 name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the to 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 proposework will be done: House Number Street Hamlet County Tax Map No. 1000 Section—J-6 Block - Lot-,'r -f ,, v. •; Subdivision Filed Map No. L`"ot (Name) V 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy$E&'S//0 b. Intended use and occupancy 0PL- 3. Nature of work(check which applicable): New BuildingAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ,�® /T�1 . Fee /00 &.5-0 /g-7, (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 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 leg Rear /tq Depth 24' Height /S.7!9 1 Number of Stories01 1 / 9. Size of lot: Front /00 Rear 191- 15 Depth 10. Date of Purchase- 7-0 -10/2— Name of Former Owner 845yEtL"r 11. Zone or use district in which premises are situated '10--40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO " rC/,E've 61'14 ,/jY//530 14. Names of Owner of premises 14e)6-Au Address95K1tzAIMl Vd Phone No.,5/(1-404 3230 Name of Architect Address /-DL']t/6,.&9 PT- Phone No 631-177 -e62¢ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BB"QUIRED. 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) COUNTY OFSS:i 6(e being duly sworn, deposes and says that(s)he is the applicant (Name of individualsigning contract) above named, (S)He is the .4r66i (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 2.5 day of t- 20 /4 Og#nature Notary Public Applicant CAROL HYDELL NOTARY PUBLIC-STATE OF NEW YORK NO.01 HY6189695 QUALIFIED IN SUFFOLK COUNTY r^ COMMISSION EXPIRES 06/30/20 Scott A. Russell ,��°Su m ST01KMWA\TJE] SUPERVISOR MA\NA(G 1EM[)ENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIIIS PROJECT HWOLVE ANY OF THE YI FOLLOWING- Yes No (CHECK ALL THAT APPL ❑ A. Clearing, grubbing, grading or stripping of land which affects more '•. than 5,000 square feet of ground surface. ❑[• B. Excavation or filling involving more than 200 cubic yards-of material within any parcel or any contiguous area. [• C. ,Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal 1 erosion hazard area. { ❑ E. Site preparation within the .one-hundred-year floodplain as depicted P M`/F. FIRM Map of any watercourse. ElM r• Installation of new -or resurfaced impervious surfaces of 1,000 square s . ` feet or more, unless prior approval of a Stormwater Management t Control Plan was received by the Town and the proposal includes in-kind replacement of impervious -surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completco Check List Form to the Building Department withyour Building Permit Application. APPLICANct TJ-,��y Design ProfemlonaL Agent,Contractor,Other) S.C.`T.M. $: 1000 Date NAME � " P� 53 0 � 926-14- Section Block Lot FOR BUILDING DEPARTMENT U.SE ONLYContact Infom3/ ' trdpev=Numevl Reviewed By_ $ - - - - - - - - - - - - - - - - - - Date: t/ � 2�" G�f Property Address/ Location of Construction Work:- — L�/Approved — — — — — — — — — — — — — — Z5 / }�� DT-�19mnafor processing Building Permit- Storwater Management Control Plan Not Required. b���T � l ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review-) FORM - SMCP-TOS MAY 2014 --, �-s TOWN, OF , SOUT"OLD PROPERTY. RECORD CARD ��� --�.��•-' f TREET a(oC7a VILLAGE DIST. SUB. LOT �YV c 4 ORMER Q NER �, �� l 3e,qn�leyPr E N ACR. i r10 r n l ,l e I"! `t) e Vi t- 1 ee070 NrAw<�� 4 �c i6, --enw?y , 9 y I S_ W TYPE OF BUILDING -- A8,117 a RES. SEAS. VL: FARM COMM: CB. MISC. _Mkt. Value LAND IMP. TOTAL DATE REMARKS lc'7 /1 e"1 r1 d 0 �/��9 / L)eJ 2 3 e-) ca � �j ® U �I "�s�r3 0 5z; t` //o / M L�oo�� 3oao 2-3. 2ceT(a to /y R- de ck- ,` i t?Zc zz---e- 0 07 1'I eh TS I ti�v le r "I-761s: r) N C z AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE lI Iiia � '# 33s37 w,ted nl UA&If FARM Acre Value Per Value I �7/f QQ �y /�¢ Acre `? ,�i !� / QD I U t C� on 41 �C�U Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATERe� � � o p Brushland FRONTAGE ON ROAD /0 o House Plot ��2 (aop 17Z DEPTH BULKHEAD Total DOCK Ma �j��''/-}1�jTsje ' � _ '� - _ -' {�5�t�d�;iJI�'�•','t�= ■■e�■■■ ■■��■■■■ ■�■e :}��t �• ,�x ��t t�{=t ■■■■�■rhe®e©©■■■■■■■■■■■■■� yaMhy J /� 1 1 MR klly �fif IL ONE F r •a�4�qi�w 7 t r,�a�,,,,i,«.. iF .+F� f � L. �::. ■■■■■■■ ■■■I■■■■■■�■■■ee■■e® J !_ MEN■■esaw■■i■eee■e■ No ..•.Yi: ,Ax�.1 , ■■■■■■■ems■■■■■■■■■■■®■MEN■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Foundation : .. asement Interio • __ Place• • • : -- - • 301•t 1. Driveway 9 Southold Town Building Department �o�gUFFat,��oG P.O.Box 1179 Permit#: 39158 y� 53095 Main Rd v, .►, Southold,New York 11971 Permit Date: 9/9/2014 (631) 765-1802 Expiration Date: 3/10/2016 Parcel ID: 18.-3-22 BUILDING PERMIT RENEWAL LETTER Dated: 5/24/2017 Applicant: UellendaM, Frank Location: 26025 Route 25, Orient Work Description: ACCESSORY GARAGE Construction of an accessory garage as applied for. I A FEE OF $143.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Hagan, Walter&Hagan, Gracemary Address: 95 Kingsbury Rd Garden City,NY 11530 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF PROPERTY SITUATE: ORIENT TOWN OF SOUTHOLD SUFFOLK GOUNTY, NY p ° (Uo` SURVEYED 06-04--q8 TO � � ^ AMENDED 07 29-88 , 11 SUFFOLK GOUNTY TAX# 1000 - 18 -3 - 22 GERTIFIED TO: �5100314 11� 7 BEVERLY K. BENDEL AJ-TH LAND TITLE 615°2c — �O`p 13 IL GOMMO RANGE GOM ANY .J u O o ^ J F� NOTES: J. 90 , e_,_,_ MONUMENT F Off- ' \ 0 OLOOD FENCE P 7p O ti� 'o \o �.� -"-•-K-=- CHAIN LINK FENCE cza=- HEDGE AREA = 40,006 5F OR OA2 AGRES REFERENCE DEED. L 10835 P 588 ti �� 3Q 1 ok o .2\ Ski / -ens n 5` �s r o �(o �,c 00 h� coo ti \ z�1 G 0� ,� %0 r C- Ol ` S^G O` •Wrw,<ve° ,vn w v e,en c a w, 1 Oc C l}Jf,\r` Pir v °O \ `qa 00 /O{.D G m�f o K(o op NEW y '°" �v nn, ` M �. ;".ems' N Y S LIC NO 50202 GRAPHIC SCALE 1"= 30' JOH "~aN[� RVEYOR 6-EAS., �'r s ZONING CALCULATIONS PROPOSED GARAGE AND WORK SHOP �F TO THE � � PROPOSED ADDITIODN F AREA HOUSE COVERAGE = ca. 40936 SIF 100,00% EXISTING BUILDING PERMIT APPLICATION EXISTING WOOD DECK+SHED = ca. 948 SF w 0 EXIST'G BLDG, COVERAGE = ca. 1,884 SF = 4,71% Z ADDITION TO HOUSE = ca. 422 SF = OCCUPANCY O DECK ADDITION TO HOUSE = ca. 297 SF = 5 HAGAN PROPOSED GARAGE = ca. 468 SF = US IS UNLAWFUL � � �EDS NOTES � RESIDENCE TOTAL BLDG. COVERAGE = ca. 3,071 SF = 7.67% N ALLOW, BLDG. COVERAGE based on 40,006 SF , -� q WITHOUT HUT CERTIFICATE DATE: B.P.# R-40: 20% Of LOT AREA = ca, 8,001 SF = 20.00% \ I ®��# ® g��(��/ \ lJf i�9V 1 FEE: BY � ORIENT, NY EXISTING STRUCTURES SIDE D NOTI BUILDING DEPARTMENT AT � 26015 MAIN ROAD 765-1802 8 AM TO 4 Pik FOR THE � PROPOSED GARAGE \ FOLLOWING INSPECTIONS: o 1. FOUNDATION - TWO REQUIRED ARCHITECT Z \ _ FOR POURED CONCRETE � FRANK UELLENDAHL \ CO , Y WITH H ALL CODES OF 2. ROUGH - FRA[ViING & PLlJP�4BING 123 CENTRAL AVENUE NEW YOR TE & TOWN CODES SULATION T, NY X 316 \ F � GREENPORT, NY 11944 AS REQUIRED 4. FIN CONSTRUCTION ,MUST � TEL fi31-477 8624 \ BE COUIPL FOR C.O. W S ALL CONSTRUCTIO ALL MEET THE � OWNERS \ SOUTI 6 Pd4�GB0A REQUIREMENTS OF TH CODES OF NEW = WALTER & GRACE HAGAN \ YORK STATE. NOT RE PONSIBLE FOR w 26025 MAIN ROAD \ IGN OR CONSTRU TION ERRORS. ORIENT, 0 11952 — TEL: 516-404-3229 PROPOSED 468 SF GARAGE 9NP 3 ECT1 i",l =9 I RETAIN STORM W TER RUNOFF CD PURSUANT TOCHAPTER 236 a OF THE TOW{ CO E. CD UZ o 00 U m 00 O Q w Cl 0 W � O 20' --� 20,-= ti SIDE YARD SIDE YARD Z°; DATE- 08/25/2014 N SCALE; 1/1C = 1'-0° PROPOSED SITE PLAN 1. SITE PLAN o SCTM# = 1000-53-04-16 DWG NAME TOWN OF SOUTHOLD A-1 z SUFFOLK COUNTY, NEW YORK DWG. NO MAIN ROAD - ROUTE 25 0 PROPOSED ADDITION TO THE J N J xU W W U Z W 18,_0" 18'__0„ N HAGAN " " RESIDENCE 3 -8 ,I 10 -8 - ' - J 3 -8 ,- - - - -�1- - - - 10-8- - - - J - 3-8— -, W � - - — — — — — — — — — — — - - — — — � ORIENT, NY r- — — — — — — — — — — — — — — — I _`D 244DH2849 244DH2849 I 26015 MAIN ROAD I� o oo —2XC-0 Z ARCHITECT co N I I DROP FOUNDATION WALL I ;;; I FRANK UELLENDAHL m 123 CENTRAL AVENUE - - - - - — —III- - — — — — — — PA.BOX316 00 FE GR1944 TEL1-477 P63OT, NY 18624 - - - - - - - - - - - - - - - - o —T OWNERS 2x10 COLLAR BEAM cc o WALTER & GRACE HAGAN — — I 26025 MAIN ROAD —@ 48 O.C. � ORIENT, NY-11952 _ , I TEL: 516-404-3229 i I I� o JIII I z `XIII o I cn VIII R w o GARAGE c E o I lol o i I IzI - - - - III- - - - - - — ` ° ' o GARAGE I I � III SLAB ON GRADE I I 2X8 R.R. Q 16 O.C. i -cD 4" CONC, SLAB WITH I I = I o N 1 1 c--4I = 6X6 10/10 WWM I °� 01 OVER COMPACTED FILL I I N I — _ _ _ _ — _ —III_ — — — — — — — rOVERHEAD ELECTRIC -TII a DOOR OPENER W/ LI HT I a' N IIIco a d CN z I I I NI - - - - - -III— - - - - - N I CD a I I I q l ost III I I _ DROP FOUNDATION WALL- I I ( III I I co N HEADER; (2) 1-3/4"X11-7/8" IVL 244DH2849 — — — — — — — — I I - I Z 4 DATE- 08/25/2014 - L — — — — — — — — — — — — — — — — J L _L — — — — — — — — — — — — — J N SCALE: 1� = 1'-0., 5'-10" I 9'-4" o 9'-0" 3'-8" Y GARAGE r, I o FLOOR PLAN LCONCRETE APRON — — — J CONCRETE APRON N z FOUNDATION PLAN o� DWG. NAME 44 TfjT'D POST A-2 ON 10' DIA CONC. FOOTING c,¢ DWG. NO RIGID PLASTIC FOOTING FORM FOUNDATION PLAN _ FLOOR PLAN El PROPOSED W ADDITION TO THE ROOF 1 X10 VENTED VERSATEX FRIEZE BD. W/ INSECT SCREEN 30 YR ARCH'L GRADE ASPHALT ROOF SHINGLE ON W 15 LBS BITUMINOUS FELT El IN 120MPH REGION: 6 NAILS PER SHINGLE REQU'D FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION HAUN 5 8 CDX PLYWOOD SHEATHING 2X8 ROOF RAFTERS @ 16" O.C. NO INSULATION w RESIDENCE NO SHEETROCK ROOF OVERHANG TO MATCH RESIDENCE ORIENT, NY VERSATEX SOFFIT AND TRIM TO MATCH RESIDENCE E 26015 MAIN ROAD cc�— WALL w Z 1/2" GYPSUM BOARD IN WORKSHOP ONLY ARCHITECT 2"X6" STUDS @ 16" O.C. 9 FRANK UELLENDAHL 1/2 CDX PLYWOOD m 123 CENTRAL AVENUE SIIDING FELT P,O.BOX 316 RED CEDAR SHAKES SIDING TO MATCH RESIDENCE GREENPORT, NY 11944 CONT, RIDGE VENT R TEL, 631-471 8624 (2)1.75"x16" LVL RIDGE BEAMu 2X8 ROOF RAFTERS @ 16" O.C. FLOOR � OWNERS 4" CONCRETE SLAB W 6X6 10 10 WWM o WALTER & GRACE H / / � 26025 MAIN ROAN ROAD ORIENT, NY 11952 ILL: 516-404-3229 Y P/7 Z 6,_0» J 80,. FRONT ELEVATION r ATTIC - ASPHALT ROOF SHINGLES TO MATCH HOUSE z 1/2" CDX PLYOOD SHEATHING ON FOUNDATION ,, t�' 1� (2) 2X6 TOP PLATE 2XX6 ROOF RAFTERS @ 16" O.C. - PAINTED 2X6 TREATED SILL �`ZQpi A. HURRICANE CLIPS EA. RAFTER 3/4 PLYWOOD ON s 1X10 VENTED FRIEZE BD, 2XX10 C.J. @ 24" O.C. 12 1�2 X 12 ANCHOR BOLTS @ 4-0 O.C, a w BRIDGING a 3 8' POURED CONCRETE FOUNDATION WALL ON ABOVE WORKSHOP ONLY 1'-4" X 8" POURED CONC. FOOTING W/ KEYWAY (2) 2X6 HEADER HURRICANE CLIPS 3- 4 REBARS - 3" ABOVE BOTTOM OF FOOTING EACH RAFTER SILL SEAL & TERMITE SHIELD 0 0 0 4" POURED CONCRETE SLAB WITH 6X6 10/10 WWM z (2) 2X8 HEADER, PAINTED OVER 6 MIL VAPOR BARRIER MEMBRANE OVER COMPACTED FILL - SAND AND GRAVEL o o 0 Z -- - --- -- - - - - - - APRON:-------------- - -- ---------------- - - - -o -- -- --_--- - - - 6" THICK POURED CONCRETE SLAB o WITH 6X6 10/10 WWM OVER COMPACTED FILL 4X4 POST, PAINTED o W DATE 014 0604/2¢ STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 SCALE: 1/4° = 2014 00 READY MIX CONCRETE. p ALL FOOTINGS FOUNDATIONS ETC SHALL REST ON GARAGE o UNDISTURBED SOIL. ' SECTION ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. N ELEVATION z AB44 STAND-OFF POST BASE IF-a DWG. NAME WITH 1/2" DIA. ANCHOR BOLT (TYP.) o A-3 40 TRT'D POST o 5' FLOURESCENT LIGHT FIXTURE � DWG. NO ON 10 DIA CONC. FOOTING EXTERIOR LIGHT FIXTURE 4 CROSS SECTION RIGID PLASTIC FOOTING FORM QUADRAPLEX RECEPTACLE OUTLET PROPOSED DESIGN CRITERIA: 9 ADDITION w TO THE GROUND SNOW LOAD - 45 PSF. Y LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. WIND SPEED - 120 MPH W SEISMIC DESIGN CATEGORY - B Z WEATHERING - SEVERE FROST LINE DEPTH N HA ,AN TERMITE - MODERATEE TO TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES W RESIDENCE DESIGN IN ACCORDANCE WITH AMERICAN FOREST g PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ORIENT, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 26015 MAIN ROAD WINDOW SCHEDULE z Z ARCHITECT PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 200 SERIES o (RANK UELLENDAHL WHITE EXTERIOR, PINE ON INSIDE (UNFINISHED), GRILLES m 123 CENTRAL AVENUE AS PER ELEVATIONS; FULL DIVIDED LIGHTS; GREENPQRT, X 316 � NY 11944 GLASS TO BE DUAL-PANE INSULATING GLASS TEL: 631-477 6624 SCREENS TO BE PROVIDED IN BOTTOM SASH ONLY = WINDOW HARDWARE: CLASSIC SERIES, COLOR: STONE OWNERS Mark Size Description Quantity It I ® o WALTER & GRACE HAGAN J 26025 MAIN ROAD W ORIENT, NY 11952 A 5070 ENTRY DOUBLE DOOR, ThermaTru 1 TEL: 516-404-3229 B 108"X96" ROLL-UP GARAGE DOOR 1ME Y C 244DH2849 DOUBLE-HUNG 4 — — — — — — — — — — D 244FX3020 FIXED TRANSOM 2 FRONT ELEVATION EAST ELEVATION WINDBORNE � a 1, DEBRIS PROTECTION SCHEDULE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH WITH 2-1/2 #6 WD SCREWS, SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER THE GLAZED OPENINGS OF THE PROPOSED GARAGE F Z N � Z G GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM a BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES, a 2. ALL LUMBER SHALL BE GRA E STAMPED DOUGLAS FIR- LARCH STRUCTURAL GRADE 2 OR BETTER. o 3. ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR PRIOR 1111 11 11111 U1111 U[Ill IIIIII HUH Lit 111111 n"-U Lill I TO START OF CONSTRUCTION AND ORDERING MATERIALS. - d U 4. PROVIDE FLASHING AT ALL ROOF BREAKS, It it it 111111 HH 11 UHILHU 11 1 CHIMNEYS SKYLIGHTS, EXTERIOR DOORS, WINDOWS Z AND DECKS ETC.. z DATE 08/25/2014 N SCALE: 118" = V-O" 5. DO NOT SCALE DRAWINGS. 6. DESIGN CONSULTANTS OR RECORD ARCHITECT- — — — — — — — GARAGE ENGINEER ARE NOT RESPONSIBLE FOR THE o ELEVATIONS INSPECTION SUPERVISION OR ADMINISTRATION OF NORTH ELEVATION WEST ELEVATION o GENERAL NOTES AND LOCAL ZONING AND bBUILDING CODEACbMPLIANCE N s DWG. NAME SHALL BE THE RESPONSIBILITY OF THE o A-4 CONTRACTOR, 7. THIS DRAWING IS AN INSTRUMENT PREPARED TO DWG. NO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. PROPOSED w ADDITION _ o TO THE HURRICANE CLIP TYPICAL. X w 0 _ Z w N HAGAN RESIDENCE CD ORIENT, NY SIMPSON 1-12A HURRICANE 26015 MAIN ROAD CLIP NAILED. FROM PROVIDE 8d COMMON - RAFTER TO STUD. — NAILS 0 4" O,C, AT 0; TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL FILL ALL NAIL HOLES SHEATHING. o z ARCHITECT 0 APA RATED PLYWOOD TO o FRANK L LENDAHL EXTEND TO TOP OF TOP m 123 CENTRRAAL AVENUE VENUE PLATE, o P.O.BOX 316 = GREENPORT, NY 11944 TEL; 631-477 8624 OWNERS J (2) 1 1/4" WIDE — 20 GAGE o WALTER & GRACE HAGAN 26025 MAIN ROAD METAL STRAPS AT DOOR FOR 4 ORIENT, NY 11952 R.O. FOR GARAGE DOOR HEADER TO STUD CONNECTION TEL; 516-404-3229 WITH TRIPLE JACK STUDS 3 INSTALL SIMPSON HTT16 TENSION TIES L AT JACK STUDS AT GARAGE DOOR \ ACQ SILL PLATE Z TOP OF FOUNDATION WRAP + NAIL STRAP ^} Z ( 4 — 4d NAILS ) z AROUND SILL PLATE a AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE _ GARAGE 0 GAGE METAL STRAP 48" OC. METAL' STI RAP p 48" OC. SLAB ON GRADE 5 — 8d NAILS MAXIMUM. a (2) #5 REBARS NAIL SHEATHING TO SILL PLATE a 8d NAILS ® 4" O.C. 4" CONC. SLAB k11--2 iV:' rtT. -,r.. ;t.; •.�'; +'.; ',� l:,`j,.,..r;',t;.•... :a y` m .F: 1 —�— ' t:• i!: ':,'s-."• ,i.",' ;t'', �'•l l:;ice::•;'t'' w 2 x 4 SILL PLATE ••il;•,'%•:. e;._:: `d._ :,':;•t.• '•4t' '•a;^•;.f, :a;"':i;.r,::;:?;^;'>'_;" .�•. :�'%.';;w-;ti;,• � ACQ TREATED. :+' ;%'r>�' �:` �, :'*•;•,•: :.'=;%<< �';•ee.L,s;: ;:{a',' }; ; / / ''h' •ti< ,` ALUMINUM TERMITE FLASHING �;%: `i'"•= <�e' / ,J i� ,�).^.t= arj..,pr,�: :!. ,:it: ^;r;:e;�;*• r••t••'. �>•.'.'':t: ��i"'.:,.i�.iw«f'".:�V<'��.�'+', = N _ ;v:...,:�: ^7:' •r4T':� `rii'I:•"". "a:=' .'�`+i• i;i�:;:{�••'••a o co - '0:;�.�• ,T- . :f, - :T'y .t�'i�;' ..t.i r7 i-.�, rr;��.�.' .r o 1 2 X 12 A.B, ® 48 OC. .":r.. :z' ;. ; '; 1.";ti ';:;;: c'= 'i:•:;: 8" P.C,FOUNDATION / rr W 1'-4 X 8 CONT. FTG. , , w/ 3•'x3 x3/16" FENDER WASHER. ,y=°;;' - :s� �sr ,`f��:s,i,,';:'"r •�'•,{,,, _=�'.•; • r>.a •,4.,:.'- f. •.:,,:, •i: � (max. 12 from end of sill plates) :�;, ;;; :i: t:' _^t` }; ',_ "• 'r:r; a DATE- 08/25/2014 SCALE; 114" = l'-0" / GARAGE (3) #4 REBARS CRITICAL PATH CONNECTORS 5=a DWG, NAME 0 SECTION ELEVATION o2 A-5 a DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM IE PROPOSED Joint Description Nail Sizes Nail Spacing ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED o TO THE DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate (Toe- ailed) - all Height: 10 ft Spacing 16" O.C. (Table 3.3A) 4 - 8d per rafter = 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top Plate �Toe-nailed� n/o per joist W MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra ter (Fa e-nailedl n/a each lap Ceiling Joist Laps o7F,(ice-nai r Partitions Face-nailed) n/a each lap z 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR Collar Tie to Rafter �ed) n/a per tieN HA�N EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( -nailed 2 - 8d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End-nal ed) 2 - 16d each end NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING W RESIDENCE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face-nailed) 4 - 16d joints-,each side ORIENT, NY TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face-nailed) 2 - 16d 24 ox. W MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16" o.c. along edges 26015 MAIN ROAD Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2x6 stud Z AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x8 stud Z ARCHITECT 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIRFRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d '2 per foot 123 CENTRAL AVENUE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING � X 316 GREENPORT, NY B0 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. TEL: 631-477 8624 Joist to Sill Top Plate or irder (Toe-nailed) 4 - 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe-nailed 2 - 8d each end � PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe-nailed 2 - 8d each end OWNERS Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face-nailed) 3 - 16d each joist o WALTER & GRACE HAGAN Joist on Ledger to eom (Toe-nailed) 3 - 8d per joist i� 26025 MAIN ROAD WITH "RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End-nailed) - 3 - 16d per joist ORIENT, NY 11952 "TECO OR APPROVED EQUAL, Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot 3 TEL: 516-404-3229 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 .STUDS - SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone C ALL EXTERIOR NAILS SHALL BE GALVANIZED, other 6 ,o.c. edges of yd C F 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" panel, 12 o.c. interior p of panel ' Diagonal"Board Sheathing „ o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. 1 x 6 or 1 x 8 2 - 8d per support INTERMEDIATE. 1" x 10" or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE > , o AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING Z � CONNECTORS BY "TECO" OR APPROVED EQUAL. FORa TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6 edge / 12 field CLIPS AT ALL PERIMETER JOIST TO GIRDER Fiberboard Panels CONNECTIONS. 7 / 16 6d 3" edge / 6" field s 25 / 32" 8d 3" edge / 6" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA o PACIFIC GPI SERIES WOOD-I-BEAMS AND LUL Gypsum Wallboard 5d 7" edge / 10" field " PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND Hardboard 8d C edge / 12" field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12" field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing o N STIFFENERS SHALL BE,REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support N - - -- -- — �- ---�-- BEARING-POINTS AT A MINIMUM. -- 1" x 10" or wider 3 = 8d per support oco HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING a DATE. 08/25/2014 RECOMMENDATIONS. Structural Panels =Z SCALE. 1/4" = V-0" 14. ALL MULTIPLE LVL PRODUCTS TO HAVE TRUSSLOK CONNECTORS 1" or less 8d 6" edge / 1�" field BY FastenMaster @ 16 O.C, greater than 1" 10d 6" edge / 6 field x GARAGE Diagonal Board Sheathing o 1" x 6" or 1" x 8" 2 - 8d per support Framing Notes E 1" x 10" or wider 3 - 8d per support N N Nailing Scheduile 16" 16" DWG NAME "Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathing is nailed "o 'for structural members shall E 'A-6 be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. DWG. NO 2 When wall sheathinc�is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 - 1'6d nail per foot.