Loading...
HomeMy WebLinkAbout45496-Z rta.. �o�OS11fF0( � Town of Southold 9/19/2021 P.O.Box 1179 53095 Main Rd yjj0 ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42337 Date: 9/19/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 800 Laurelwood Dr.,Laurel SCTM#: 473889 Sec/Block/Lot: 127.-7-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2018 pursuant to which Building Permit No. 45496 dated 11/24/2020 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 and interior alterations to existing single-family dwelling as applied for. The certificate is issued to Boyle,Geraldine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED TAuotzedonature �SufFoc�-c TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE y�o �a�0 � 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#: 45496 Date: 11/24/2020 Permission is hereby granted to: Boyle, Gerladine 800 Laurelwood Dr Laurel, NY 11948 To: Construct deck addition and interior alterations to existing single-family dwelling as applied for. Replaces BP# 42926 At premises located at: 800 Laurelwood Dr., Laurel SCTM #473889 Sec/Block/Lot# 127.-7-7 Pursuant to application dated 11/24/2020 and approved by the Building Inspector. To expire on 5/26/2022. Fees: PERMIT RENEWAL $233.00 Total: $233.00 1 B g I ector �vffoc,rcoTOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE Wp . y� SOUTHOLD, NY o1 � �ao� 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#: 42926 Date: 8/7/2018 Permission is hereby granted to: Boyle, Gerladine 95 Lockitt Dr Jamesport, NY 11947 To: construct deck addition and interior alterations to existing single-family dwelling as applied for. At premises located at: 800 Laurelwood Dr, Laurel SCTM #473889 Sec/Block/Lot# 127.-7-7 Pursuant to application dated 7/31/2018 and approved by the Building Inspector. To expire on 2/6/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $416.00 CO -ADDITION TO DWELLING $50.00 Total: $466.00 B ' in ctor lag so h� o # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ournr ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL-b*,�, [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR O qj,�- , DATE INSPECTOR qz� �rD T �,OE sol/Th° ARK TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: w- frwin5 k Q DATE j INSPECTOR VIK, Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 I Date. / New Construction: Old ory Pre-existing Building: (check one) Location of Property: ®o p, L.� e House No. f Street Hamlet Owner or Owners of Property: C e rk ( c i?A e- Suffolk County Tax Map No 1000, Section ) �-� Block Lot !- Subdivision Filed Map. Lot: Permit No. "l c� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: VX Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ L2 A scan nature D INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) � a 'FOUNDATION (2ND) r •C ® � d ROUGH FRAMING& PLUMBING INSULATION PER N.Y: ,H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O ` Z rn • 9 Z d ,b H 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 s is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ! l� Survey- South o Idtownny.gov urveSoutholdtownny.gov PERMIT NO. l 'f Check Septic Form N.Y.&D.E.C.- Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form ' � Contact: Approved 20� Mail'to: Disapproved a/c Phone 6 r5l 47 r Expiration '20 D L5� LI V n ; Build In pec JUL 3 1 2010 APPLICATION FOR BUILDING PERMIT Date 7 � <� 20 BUILDING DEPT• INSTRUCTIONS T07,711 aa'"F-'M V F.O1LD 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 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 Country,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. igna o applicant or name,if a corporation) to (Mailing address of applicant) State whether applicant 's owner, less e, agZ"`- architect, engineer, general contractor, electrician,plumber or builder ae n, "_.o, f Name of owner of premises e, P �- (As on the to roll•or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and,fitle.of_oorporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. , 1. Location of land on which proposed ork 11 be done: 00 House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and iptended use and occupancy of proposed construction: a. Existing use and occupancy p ,� b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work e.C, / ( escription) 4. Estimated Cost / 2,, 0 oo 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: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories :- 8. tories : -8. Dimensions of entire new construction: Front Rear ! Depth Height Number of Sfories' 9. Size of lot: Font 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 freshwatervetland? *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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says-that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH (S)He is the Notary NPuubk, State of Nov York (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County commission Expires April 14,2� v 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 c 7��day of 20 ) 0 t7 Notary Public Sifttrre of Applicant Scott A. Russell ,��°SU S STOIKIMCwAT)E)R. SUPERVISOR � z I��]CA\lam A\G)EI��IUEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�j'O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ 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 I ® within any parcel or any contiguous area. ❑®, C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑R D. Site preparation within 100 feet of wetlands, beach, bluff or coastal E erosion hazard area. f ❑ E. Site preparation within the one f loodplain as depicted on FIRM Map of any watercourse. ❑`� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management i 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 amens-wer- IT -to•-one-or_ -ore of the above, please submit Two copies of a Stormwater Management Control Plan a -gcompleted Check List Form t_ the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Profess onal,Agent,Contractor,Other) S.C.T.M. 1000 Date r � � � Dutrfct ME: F-?—(-CA— % (Pr,",f Section Block Lot A L!,� °`"` `f FOR BUILDING DEPARTMENT 1 SC ONILY'x ' Contact Information [ I r ffdephonc NmnOcrl eviewed By: ii (NA — — — — — — — — — — — — — — — — — Date: Pro ert Address /Location of Construction Work: — — — — — — — — — — — — — — — — y °� Approved for processing Building Permit. — — — (-) 1"Lu''rtJ (0c9O (��` Stormwater Management Control Plan Not Required. LGf A ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) F RO M''#,,5MCP-TOS MAY 2014 Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for land Surveyors adopted by the New York State Associotion of Professional Land Surveyors. This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. MAP OF LAUREL PARK MONUMENT/ S 23009'50" E FE FOUND 0 FE 1.1'N WIRE FENCE 0.3'90.4'E 140.00 MAPRSET f ' STOCKAD FE MONUMENT REBAR MONUMENT UNE SET FfNcf 0.9W FOUND FOUND FOUND 0.31S 0.4'E . 1 I I \ I I 10 M C4 0 CS 0)1 LIGHT 1 NI POLE x-- FE 1.8'S i O IO STAKE N SET d W t— SSE O wETH 0 0 IQ J ~�- OC� 1 W o W I 13.3' I r rr w r �v„ f ad wo O 0 0I 23.1' co LFE �1 62.3' 1 805 (01 1 1/2 STORY W Z ;, DWELLING N t: UNO. 800 i1t :• 0 K UNIT 23.8' J Y 24.2' M W CURB O v1 < 4.,!N m l N Q N 1 I :¢1QSQNr�a: 0 22.3' W1 WOODOFENCE o g j O � W I � Y � Y A A- 254-0• RSE ATR REBAR FOUND N 23'09'50" W 140.00' LAURELWOOD DRIVE UA- SURVEY VIEW: SURVEY © 2017 BBV PC The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of fences,retaining walls,pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined or considered as a part of this survey.Easements,RlghtsvFWay of record,If any,are not shown.Property comer monuments were not placed as a pari of this survey. BV Barrett Tax Map: DISTRICT 1000 SECTION 127 BLOCK 7 LOT 7 Bonacci & Map of: LAURELWOOD ESTATES Unau&rized alteration or addition to this survey is a vio- Van Weele, PC Mon of.%than 7209 of New Yak State Mumlion law Civil Engineers 175A Commerce Drive P kat: 23 Map Block: -- Surveyors Hauppauge, NY 11788 File Date: 5/17/1971 File No.: 5595 County: SUFFOLK T 631.435.1111 tY " Planners r 631.435.1022 www.bbvpc.com Situate: LAUREL,TOWN OF SOUTHOLD Certified to. Title No.: -- Date By Revision Copies of this survey map not bearing the land surveyor's embossed seal and signature shall not GERALDINE BOYLE 4/13/18 A.V.R. PROPERTY MARKERS SET. SURVEY NOT UPDATED be considered to be a hue and valid copy Surveyed by: 'Gs.-- Drafted 6y: A.V.R. Checked by: C.W. Project No.: A170641A Date: OCTOBER 4:2017 _- Scale: I"= 30' f Architecture and Construction Management Services architecture,p.c. September 3,202I Town of Southold Budding Department 54375 Route 25 Southold NY 11971 Re: 800 Laurelwood Drive Laurel NY 11948—Header Certification Dear:Budding Inspector/Whom it May Concern As per your request, this letter is to serve as a written certification that the structure designed by STROMSKI architecture,p.c. for the construction of a new header located at the residence of 800 Laurelwood Drive in Laurel, meet all applicable NYS budding codes when designed in 20I8.The structural loading under the 2020 NYS budding code has not changed significantly, that would require any additional modification to the header as previously designed. Please see the attached structural design report for the header in question. If you require any additional information regarding this project do not hesitate to contact my office. Respectfully yours, 4Z AtZ�,� Robert Stromski AIA,LEED AP `S'TRo i STROMSKI architecture,p.c. jtr� "'' 04 029169 O� Ofi N� O'V[2 'DD S clo 1 3 2021 T-1 ,",-.N OF S0UTHOLD PO BOX 1254 PHONE(631)779-2832 IAMESPORT,NEW YORK 11947 FAX(63I)779-2833 MEMBER REPORT Level,Kitchen Header PASSED 2 pieces) 13/4"x 117/8" 2.0E Microllam@ LVL Overall Length:14'1" _TL s a 14'1" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. dESIJIt�P UI " ' F'M''ActuNla ticatiiiri Ailtiwed ',Reivih„ ." ,,,q 4tDIR., Load;,Com6r(Patjij'4) ,W, System•Floor Member Reacbon(lbs) 3888 @ 4 1/2" 8925(6.00") Passed(44%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 3065 @ 1'5 7/8" 7897 Passed(39%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 12269 @ 7'1/2" 17848 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(In) 0.320 @ 7'1/2" 0.444 Passed(L/500) 1.0 D+1.0 L(All Spans) Design Methodology.ASD Total Load Defl.(in) 0.436 @ 7'1/2" 0.667 1 Passed(L/367) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 11'1"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 14'1"o/c unless detailed otherwise. y N."eu;°Loads ltd-U Po SGppotts'. ;-`� 9x Iotat° <`Avaita6le Etequired Dead' ,�Totat;:` Accessor)es; 1-Stud wall-SPF 6.00" 6.00" 2.61" 1036 2852 3888 Blocking 2-Stud wall-SPF 6.00" 6.00" 2.61" 1036 2852 3888 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. EOdCf3° � owdwif{ e) ',•,1Nldttf:i 0;90)x° �a4'LOb)g`y�'Conim 0-Self Weight(PLF) 0 to 14'1" N/A 12.1 Resid 1-Uniform(PLF) 0 to 14'1"(Front) N/A 75.0 225.0 Areas hal-Erving Areas 2-Uniform(PLF) 0 to 14'1"(Front) N/A 60.0 1800 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facllibes are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser cam/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator .lob Notes 1/16/2018 10.39 02 AM TYLER DANOWSKI Forte v5 3,Design Engine V7 0 0 5 STROMSKI ARCHITECTURE (631)779-2832 TYLER@STROMSKIARCHITECTURE COM Page 1 of 1 a I 30' .a �z 2' X 12' ACO ARRAVED VED AS NOTED g sf� STRINGER @ 12' ON CENTER Nissf-sfIllTERTLI' � � � m w DATE: ON .. 0 R 1 a R .,i T oc •N FEE: BY: �_ _ . _ .. �_V ..__ _ �. - �P10Z __ __ 1_ __ __ ' __ __ _ __ __ ..�� NOTIFY BUILDING DEPART T AT (2) 2X8 ACO FLU5N GIRDERZarchitecture, C` P-3 P-1 P-I P-I P-3 STAIR NOTE: 765-1802 8 AM TO 4 PM FOR THE RISER: MIN 4' AND MAXIMUM 8 FOLLOWING INSPECTIONS: TREADS: 9" MINIMUM DEPTH 1. FOUNDATION - TWO REQUIRED P.O.BOX 1254 JAMESPORT,NY 1I947 DETERMINE THE EQUAL RISER HEIGHT FOR POURED CONCRETE PHONE 63I 779-2832 FAX 63I 779-2833 THEN WHEN MULTIPLYING TREAD A LINE OF DECK PERIMETER $ u x RISER THE PRODUCT SHOULD BE 2. ROUGH - FRAMING & PLUMBING a co x DETERMINE THE REQUIRED TREAD 4. FINAL - CONSTRUCTION MUST BETWEEN 70'-77.5' THIS WILL 3. INSULATION N DEPTH FOR THE RISER USED. BE COMPLETE FOR C.O. RETAIN STORM WATER BUNGEE �' ALL CONSTRUCTION SHALL MEET THE X00 LAURELWOODRIVE LAUREL 1� �� YGIEZK REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 P-i P-2 4'X4' ACQ POST P-2 P-2 P-1 EXISTING SUNROOM DESIGN ORCONSTRUCTION YORK STATE. SIOF THE TOWN ERRORS. 2X8 ACQ FLUSH_CI_RDER 7'-0' 7'-0' 1171-0' 7'-0' '-o' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE AS REQUIRED AND CONDITIONS O co co �� R m — ir N 4 HOLDW $ P-3 P-I P-1 P-i 41X4' ACO POST p_3 Proposed Deck & Interior Alteration For: ° C OR OCCUPANCY S. merry USE IS UNLAWFUL Boyle CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EX15TING EXISTINGWITHOUT CERTIFICATE DATH GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDERLAYMENT FLOOD OF OCCUPANCY SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS 2--1 25 130 YES YES 1 B SEVERE 36' MO NERAAT MODERATO 15 YES N/A EXISTING MASTER BEDROOM EXISTING LIVING ROOM EXISTING DINING ROOM EXISTING FAMILY ROOM TnUSS PLACARD1K1'3" R!:QU1RE.D 3 .3 IS IN A_I i I 800 Laurelwood Drive W.I CLOS. G /— — — — — — — — — — — — —Z— — — — — — — — — — Laurel, New York GIRDER SEE PLANS FOR RAILING REQUIREMENTS: S.C.T.M. ???? SIZES 4 TYPE a -GUARD RAILS ARE REQUIRED ON ANY DECK/PORCH I �HEADER--------WHEN THE DISTANCE FROM FINISH DECK LEVEL TO I =_---___---PROPOS �� D- - I REVISIONS JOIST HANGER SEE PLAN FOR SIZING GRADE BELOW EXCEEDS 30' IN HEIGHT. ANYTHING LESS THAN 30' DOES NOT REQUIRE A GUARD RAIL BY CODE. I I O 5IMP50N MODEL# AC4 (UPLIFT O 2500 LBS), SIMPSON MODEL# -STAIR HAND RAILS ARE REQUIRED ON AT LEAST ONE AC6 (UPLIFT 2500 LBS) SEE SIDE OF ANY STAIR W1114 FOUR OR MORE RISERS. I I O PLAN FOR SIZES. CONFIRM RAILING OPTIONS WITH OWNER. E IS IN I I O O POST. SEE PLAN FOR �f EXISTING NOOK EXISTING KITCHEN n SIZES � TYPE. PIER SCHEDULE • ; O MODEL# PA44 (REF# P-1 = 12' DIA X 36' DEEP M!N. 00 EXISTING LAUNDRY EXISTING PORCH 0 AB44), MODEL# PA66EP-2 18' DIA X 36' DEEP MIN. • (REF# A66E) SEE PLAN O oo EXIS I �O FOR SIZES. P-3 = 10' DIA X 36' DEEP MIN. OO— O c I iGRADE ALL FOOTING DIAMETERS ARE .I MINIMUM, SIZE CAN INCREASED a I ❑ C� o O ° I . FOR EASE OF INSTALLLL G, a� J DIA. ANCHOR BOLT O WITH 10' MINIMUM O EMBEDDED LENGTH INTO Cn o CONCRETE DECK FRAMING REQUIREMENTS: EXISTING BEDROOM EXISTING BEDROOM O � -HEIGHT ABOVE GRADE TO BE V.I.F. BY CONTRACTOR a O -DECKING FINISH FACE TO BE 4' BELOW EXISTING ° SUNROOM FINISH FLOOR HEIGHT. O a -PROVIDE FACE MOUNT TECO'S ON ALL JOIST O 1 -PROVIDE POST TO FRAMING CONNECTION AS SHOWN ON DRAWING 2 THIS SHEET SEE PLAN FOR DIA. -POST t0 GIRDER CONNECTION: O SIMPSON MODEL# AC4 OR SIMPSON MODEL# AC6 WHEN GIRDER WIDTH IS EQUAL TO POST WIDTH. SIMPSON MODEL# LPC4 OR 51MPS0N MODEL# LPUZ EXISTING GARAGE SEAL WHEN GIRDER WIDTH IS LESS THAN POST WIDTH. 2 DECK POST TO FRAMING CONECTION DETAIL Scale: 3/4' s 1'-0' PLAN Scale: 1/4' - 1'-0' p --.- A-I 4G~� qc S TROTS'��.n 9 (P* FRAMING NOTE: 1 -PROVIDE 24' X 24" X 12' POURED CONCRETE FOOTING UNDER NEW ADD BASEMENT STEEL LALLY COLUMN BELOW STEEL LALLY COLUMN PROVIDE (4) 2'x4' SOLID WOOD POST Copyright 2018.STROMSKI architecture,p.c.All rights PROVIDE (4) 2'x4' SOLID WOOD P05T reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York EX. BASEMENT COLUMN BELOW TO REMAIN — --— State Education Law.These drawings and specifications are an instrumentservice and are the property the Architect. These drawingss and specifications are not to be used on any i other project,except by written permission of the Architect. "=''-MICROLAM LVL GLUED_AND-SCREWED — — — — � PROJECT NO. I7-AR025 DESIGN LOADS SCALE AS SHOWN DATE 06/0I/20I8 USE LIVE LOAD [LB/SQFT.] DEAD LOAD [LB/SQFTJ 11-5" 12'-0' OPENING WIDTH 6' 2'-6' DRAWN BY TLD CHECKED BY RS EXTERIOR BALCONIES 60 10 --— I TITLE DECKS 40 10 PASSENGER VEHICLE GARAGES 50 !O I 14'-1' HEADER LE'vC,11-I Proposed ATTICS WITHOUT STORAGE Deck Plan & 10 10 ATTICS WITH STORAGE 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 18'-0' ROOM WIDTH AS PER PLANS SLEEPING ROOMS 30 to Interior Alteration STAIRS 40 10 GUARDRAILS AND HANDRAILS 200 10 GUARDRAILS IN-FILL COMPONENTS 50 10 "+ FIRE ESCAPES 40 10 EXISTING NOOK EXISTING KITCHEN SHEET A - 1 3 PROPOSED HEADER DETAIL Scale: 3/4' = 1'-0' A-I