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HomeMy WebLinkAbout43983-Z �O`pSu�FocKcpGy Town of Southold 4/17/2021 a P.O.Box 1179 0 o • 53095 Main,Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41957 Date: 4/17/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 275 Sleepy Hollow Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.-1-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/8/2019 pursuant to which Building Permit No. 43983 dated 7/18/2019 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: enclosed porch addition and replacement of deck stairs to an existing-single family dwelling as applied for. The certificate is issued to Gilbert,Jonathan&Courtney of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43983 3/2/2021 PLUMBERS CERTIFICATION DATED th ri d ignature Lam" TOWN OF SOUTHOLD �S�FFot���G Sao BUILDING DEPARTMENT g TOWN CLERK'S OFFICE 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#: 43983 Date: 7/18/2019 Permission is hereby granted to: Gilbert, Jonathan 43-10 Crescent St Apt 616 Long Island City, NY 11101 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 275 Sleepy Hollow Ln., Southold SCTM #473889 Sec/Block/Lot# 78.-1-38 Pursuant to application dated 7/8/2019 and approved by the Building Inspector. To expire on 1/16/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $376.00 CO -ADDIT TO DWELLING $50.00 Total: $426.00 Building n ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. I I $ 11 9 New Construction: Old or Pre-existing Building: (check one) Location of Property: 5\.ca-� l�o� V_,_ House No. .. JJ Street Hamlet Owner or Owners of Property: \.6 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. �� '�,�� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval. Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted: $ Applicant Sig ure Buildin$z Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 2-I-S j,, h tint property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. ( wner's Signature) (Date) (Print Owner's Name) so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(W-town.Southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jonathan Gilbert Address: 275 Sleepy Hollow Ln city.Southold st: NY zip: 11971 Building Permit#. 43983 Section. 78 Block: 1 Lot: 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Porch X Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment, Notes: " AS BUILT NO VISUAL DEFECTS " Rear Porch Wiring - Did Not See Rough Inspector Signature: L. Date: March 2, 2021 S.Devlin-Cert Electrical Compliance Form.xls �5f Soll p, 1 # # TOWN .OF SOUTHOM BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL F- ] FIREPLACE-& CHIMNEY- : [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MARKS: v Co,", 9wkz_ll � Am� 4 4moaw-7 Y 11p G,4 DATE INSPECTOR 9' o�alaE SOUIyO # # F SO LD BUILDIN&EPT. TOWN O LITHO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ -] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ! [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: '=1 10 ;kd� ' N DATE INSPECTOR �✓' �o�aOF SOUIyo� LIL 3 9 8_3 �7� 91c-2&PYA1o1Yow # # TOWN OF SOUTHOLD,BUILDING DEPT. `ycaurm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND , J, ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]- FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL:(ROUGH) IELECTRICAL (FINALYT_e1nS [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �3L >©iz,15,� i,, i C�) DATE Z 12.,l INSPECTOR RCHITECNRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95� St,C9,Brooklyn,NY 11209 sic Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 February 10,2021 Lf'X69 �3 ; MAY 2 6 2021 Re:Jon Gilbert 275$leepy Hollow _ Southold, NY 11971 To Town of Southold: Based on my inspections, all foundation and strapping were completed per approved plans and NYS building code. If you have any further questions, please feel free to contact my office. Sincerely, Anthony Portillo, RA � v DA Co T01 ? t v FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(IST) -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) � O ROUGH FRAMING& y PLUMBING F o r INSULATION PER N.Y. STATE ENERGY CODE (K Its FINAL ADDITIONAL COM ENTS -7 3 5 $ o �o -1 y d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING_DEP,,RTMENT Do you have or need the following,before applying? TOWN HALL ward of Health SOUTHOLD,NY 11971 C4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �-' fey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application , �a,� Flood Permit -R Examined 120 j]�i,\'��f Single&Separate VQ 90 Truss Identification Form JUL - 8 2019 Storm-Water Assessment Form Contact: Approved- ,20 �: ' PP Disapproved a/c t O SO 1 Phone:_ Silo 61`0 S-�4% ' Expiration 120 Building InSNQWr APPLICATION FOR BUILDING PERMIT Date 920 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 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,housin code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig6ature of applicant or name,if a corporation) Z 7s- ailing address of applicant) Statew ether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 1\6-c— Name of owner of premises (As on the tax roll or latest deed) If a licant i o signature of duly authorized officer (Name and titleVcYeoratel officer) Builders License No. -aaqy y Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ti nn f land on which proposed work will be done: House Number Stre t Hamlet 4 County Tax Map No. 1000 Section Block 1 Lot Subdivision Filed Map No. Lot % Y 2. State existing use and occupancy of premises and intended used occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S � 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work e=W.C�'Saa I - , � (Description) 4. Estimated Cost ;W ®CS0- 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 41% Ream Depth s$ Height 21 = Number of Stories 2 f Dimensions of same structure with alterations or additions: Front Rear 7$ Depth 1.9 Height a1 = Number of Stories 2- 8. Dimensions of entire new construction: Front 1 i Rear 1 Depth 1 Height L VNumber of Stories 1 9. Size of lot: Front I LS Rear 19-4 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 ,na. G.� ddress � g�e�,o,, t,& Phone No. 91, ST3 06t,S Name of Architect Address Phone No Name of Contractor Address(',A���S�,�S� Phone No.bzk g-4r:s MRAs 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 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) COUNTY OF&t�Oj SS: 1 Y 1 oI aft , ch ( `—I-ty being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contract r,Agent, orporate 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 tQbefore me this day of 20 TRACEY L. DWYER e NIC=R BLIC,STATE OF NEW YORK �( Notary Publi NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY rnrteMiSSION EXPIRES JUNE 30,2L261 Scott A. Russell ,��°Su '� STOPLIMMAT]EIt SUPERVISOR NN ( �T � � I��l[A\1�A\G�]E��lUE1�'7[' SOUTHOLD TOWN HALL-P.O.Box 1179 V' Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 0� CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE .ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) []6"A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑� Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to 00 feet of horizontal distance. ❑ . Site preparation within 100 feet of wetlands, beach, bluff or coastal �,/ erosion hazard area. ❑Ej E Site preparation within the one-hundred-year floodplain as depicted �,� on FIRM Map of any watercourse. 11l3" r . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 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 completed Check List Form to the Building Department wit y-o-ur Building Permit Application. APPLICANT (Property Owner,Design Professional Agent,Contractor,Other) S.C.T.M. #: 1000 Date ` \ District NAME cJe� � �9�d 1 y� �`— r.�n Section Block Lot _ FOR BUILDING DEPARTMENT USE ONLY JJ&'�aU_VIA **** Contact Information t� (Telcphm.Vumbri) Reviewed By: — — — — — — — — — — — — — — — — Date: 71 —E� Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. c5XA&Dy �Wmw %.a.^ Stormwater Management Control Plan Not Required. 0000 ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department foi Review.) FORM " SMCP-TOS MAY 2014 �ggFQ[,A, BUILDING DEPARTMENT-Electrical Inspector TOWN OF S®UTH®LD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®° ? Telephone (631) 765-1802 - FAX (631) 765-9502 ro�errC,southoldtownny.gov— seandCa-southoldtownny.gov r- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/14/2020 Company Name: Name: Jon Gilbert License No.: Owner email: Address: 275 Sleepy Hollow In, Southold NY 11971 Phone No.: (917)618-0784 JOB SITE INFORMATION (All Information Required) Name: Jon Gilbert Address: 275 Sleepy Hollow In Southold NY 11971 Cross Street: Phone No.: (917)618-0784 Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Porch outlets, lights and fan. Circle All That Apply: Is job ready for inspection?: (YDES / NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION C9 Request for Inspection Formxls F OF PROPER7 '50UT}iOLDUTHOLD - COUNTY, NY-04 10-08-04,PROP.FfSE,II-2z-04 REV17 01-31-2005,REVISED OI-03-2006 S � ' -El IGATICtiS AMENDED 02-13-2006 FOUNDATION LOCATION O4-I1-2006 +•FINAL SURVEY II-01-2006,12-01-2006 SUFFOLK COUNTY TAX a `. WRLK COUNTY DEPT.OF HEALTH SERVICES F ` c.El-"l I•iF It;; R�EREl•(GE�+RIO-04-0151 I CHRMM TCT I J03EPII0.NBSI?OQ[ LIBHR'IYSAVINGSBANK,[t3g ADVANPAC1MTESAGMY,BRC �- ,a7,.,1�# 3J 835 149.3 - 47. 6 Py Ge • g L•Lli' �4 576•pB Al IPI _ 0 ip 1Vy6108,s®„� T pjv y Zane i NOTES. MONUMENT UMENT FOUND O - PIPE FOUND A STAKE FaND •.. ,,..��� FLOOD ZONE INFO AREA= 40,091 Sp or 042 ACRE '' ���"• w �• RMATION ANNOTATED FROM O FLOOD INSURANCE RATE MAp NUMBER,36103'0166 Gi"^�-�•-•+-. f PROPERTY ZONE R-40 UGHN C. 'd!LERS,,L-,AND SURVEYOR GRAPHIC SCALE I°= 40' "6 EAn MAW STR- f RIVMMBAD,KY I19o1 N.Y.S LIC N0.50202 -- 369-8288 Fhi'369-8287 REP.\1Comp gnrvw%pms104104_135.p. 0 APPROVED AS NOTED DATE: '�'l q-17 Li�� B.P.# Z COMPLY WITH ALL CODES OF FEE.'4 /BY: ell, NEW YORK STATE & TOWN CODES NOTIFY UILDI�NG DEPARTMENT- AT AS REOUIRED A 765-7802 8 AM TO 4 PM FOR THE NDITIONS OF FOLLOWING INSPECTIONS: 7. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING �- 3. INSULATION 4. FINAL - CONSTRUCTION MUST tiva BE COMPLETE FOR Co. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THECODES OF NEW Ou"CUPANCY OR YORK . FOR DESIGN OR STATE CO o TRUCTIONSIBLE ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 1i GENERAL NOTES: SCREEN WINDOWS&DOORS NOTES: DECK NOTES: 1. SCREEN ROOMS TO 13E INSTALLED BY 13ETTERLIVING DEALER USING MATERIALS SUPPLIED BY CRAFTBILT 1 SCREEN WINDOW AND DOOR UNITS TO USE MESH SCREEN WITH DENSITY UP TO 20X20XO 013" 1 LUMBER SPECIES/SIZES SHOWN ON APPROVED DECK DRAWINGS REPRESENT MINIMUM REQUIREMENTS TO SAFELY MANUFACTURING COMPANY(CBM) ' 2 NO SOLID WINDOW OR DOOR UNITS PERMITTED. SUPPORT LOADING FROM:DECK LIVE(40 P5F),DECK DEAD(10 PSF),GROUND SNOW(50 P5F MAX)AND WIND(115 2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES PER ASCE 7-10(PER 2015 IRC)WITH DESIGN MPH EXP B) WIND PRESSURES FOR SCREENED ENCLOSURES PER 2014 FL BC(TABLE 2002 4) 2 INSTALLED LUMBER SPECIES/SIZES TO EXCEED THE FOLLOWING MINIMUM PROPERTIES 3 LOCAL DESIGN LOADS SPECIES SOUTHERN PINE NO 2 2"X6" 278" 2"X10" -2"X12" GROUND SNOW LOAD-25 P5F CBM ROOF/WALL PANEL NOTES: BENDING 5TRE55 Fb(P51). 1,000 925 800 750 WIND SPEED-140 MPH,EXP B 1 TYPES,SIZES AND ATTACHMENTS OF STRUCTURAL PANELS SHOWN ON APPROVED LAYOUT DRAWINGS TO BE COMP PERP TO GRAIN Fcp(P51) 565 565 565 565 4 ALLOWABLE 5TRE55 DESIGN PER 2010 ALUMINUM DESIGN MANUAL SELECTED TO RESIST COMBINED SNOW AND WIND LOADING(SEE TABULATED VALUES)USING PUBLISHED COMP PARALLEL TO GRAIN Fc1(PSI) 1,400 1,350 1,300 1,250 5 CODE REFERENCES LISTED IN PROJECT NOTES BELOW ARE PER 2015 IRC. EVALUATION REPORT AND/OR CBM RECOMMENDATIONS. : SHEAR PARALLEL TO GRAIN Fv(PSI). 175 175 175 175 6 ALLOWABLE DEFLECTION NOT TO EXCEED L/120 PER IRC TABLE 8301.7,NOTE c 2 PANELS TO USE 3004 H374 ALUMINUM ALLOY/TEMPER(OK BETTER) MODULUS OF ELASTICIN E CRL1) 1,400,000 7 PROVIDE GUARDS ALONG OPEN-51PED WALKING SURFACES(STAIRS,RAMPS,DECKS&LANDINGS)LOCATED 3 PANELS/PANEL CORES TO BE CONTINUOUS BETWEEN SUPPORTS. 30-INCHE5 OR MORE ABOVE GRADE PER IRC 831211,831212,831213 4 PANELS TO BE IN5TALLED.WITH CONTINUOUS CBM SILICONE SEALANT(MIN 15"WIDTH)ON ALL CONTACT SURFACES REF.2015 ND5 DESIGN VALUES FOR WOOD CONSTRUCTION 5 ALL CONTACT SURFACES TO BE PROPERLY CLEANED PER MANUFACTURER,PRIOR TO APPLYING SEALANT, 3 ALL LUMBER EXPOSED TO WEATHER/WATER/CONCRETE/MASONRY/FUNGUS!TERMITE OR ANY TYPE OF DECAY 8. PROVIDE WINDOW FALL PROTECTION AT OPENINGS OF OPERABLE WINDOWS LOCATED MORE THAN 72-INCHES ABOVE 70 BE PRESSURE TREATED/WOLMANIZED AND/OR PROTECTED PER CODE AND INSTALLED PER MANUFACTURER'S FINISHED GRADE PER IRC P312 2 6 ALL PANELS TO BE MECHANICALLY ANCHORED PER APPROVED DRAWINGS AND TABLE5 INSTRUCTIONS 9 EXISTING CONDITIONS TO BE INSPECTED BY CONTRACTOR AND ALL MATERIALS REPAIRED AND/OR REPLACED AS 7 ALL PANELS TO BE INSTALLED WITH AL H-STIFFENERS ALONG ADJOINING EDGES REQUIRED TO RENDER THEM STRUCTURALLY SOUND AND COMPLETE 8 ALL PANELS TO BE ATTACHED TO H-STIFFENERS(MIN#8 505 TEK @ 6"OC)OR AS REQUIRED TO ACHEIVE FIRE 4 ELEVATED DECKS(30"OR MORE ABOVE GRADE)TO BE INSTALLED WITH BRACING TO RESIST LATERAL LOADS PER 10 CONTRACTOR SOLEY RESPONSIBLERATINGS COPE FOR MEANS AND METHODS DURING ALL PHASES OF CONSTRUCTION 5 INSTALL A 6-MIL(0.006 INCH)POLYETHYLENE(OK APPROVED)VAPOR RETARDER WITH JOINTS LAPPED NOT LE55 11 OWNER/CONTRACTOR JOINTLY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF AUTHORITY HAVING 9 PANELS TO BE USED ONLY IN ONE STORY ENCLOSURES OF CONSTRUCTION TYPE VB,AS PERMITTED BY CODE. THAN 6-INCHES BELOW FLOORING IF REQUIRED BY CODE REFERENCE VENTILATION IRC SECTION 84081 JURISDICTION(AHJ) 10 PANELS TO BE U5ED ONLY IN ENCLOSURES WHERE CLA5513 OR CLA55 II INTERIOR FINISHES ARE PERMITTED BY 6 BLOCKING,NAILED BOTH LODES,TO BE PROVIDED BETWEEN ADJACENT JOISTS TI NIP8FT 0 C 12 ANY DISCREPANCIES OR DEVIATIONS FROM DRAWINGS)REQUIRE REVISED ENGINEERING CODE 7 ATTACH DECK LEDGER TO BAND JOIST PER IRC 8507.2&TABLE 85072 13 DRAWINGS APPLY ONLY TO STRUCTURAL/FRAMING ELEMENTS OF PROJECT 11. PANEL OVERHANG AT ROOM PERIMETERS NOT TO EXCEED 6-INCES 14 DRAWINGS NOT TO SCALE SCALING OF DIMENSIONS OFF DRAWINGS NOT PERMITTED 8 PLACE LAG SCREWS OR BOLT5 IN DECK LEDGERS AND BAND JOISTS PER IRC P507 23&TABLE 507.2.1&FIGURES 15 ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH-PRESERVATIVE TREATED WOOD FOOTING/FOUNDATION NOTES: 85072.1(1)&8507.21(2) 16 STUDIO ENCLOSURES EXCEEDING 18FTx20FT AND GABLE ENCLOSURES EXCEEDING 18FTx2OFT IN SIZE REQUIRE SITE 1 REQUIRED MINIMUM FOOTING DIAMETERS/DIMENSIONS FOR CLAY,SANDY CLAY,SILTY CLAY,CLAYEY SILT,SILT AND 9 INSTALL LATERAL LOAD CONNECTIONS FOR DECK U51NG HOLD-DOWN TENSION DEVICES AT 2 LOCATIONS(MIN)PER SPECIFIC ENGINEERING DRAWINGS - SANDY SILT(CL,ML,MH AND CH)WITH IRC 850724&FIGURE 50723(1)OR 50723(2) 17 STUDIO/GABLE ENCLOSURES IN HIGH SNOW LOAD(>40 P5F)AND/OR HIGH WIND AREA REQUIRE SITE SPECIFIC PRESUMPTIVE LOAD-BEARING'=1,500 P5F 10 CONTRACTOR TO VERIFY J015T HANGERS SATISFY LOCAL CODE(S)AND ARE INSTALLED PER MANUFACTURER'S ENGINEERING DRAWING5 FOOTING A(IN)=24 X 24 SQUARE INSTRUCTIONS FOOTING B(IN)=20 DIA OR 18 X 18 SQUARE 11 LANDSCAPE RUNOFF/DRAINAGE AWAY FROM HOUSE/DECK/ENCLOSURE,BY OTHERS - FRAMING NOTES: 1. FRAMING SHAPES AND SIZES SHOWN ON APPROVED FRAMING DRAWING5/FASTENER TABLES REPRESENT ENGINEERED LUMBER/LAMINATED VENEER LUMBER(LVL) NOTES' MINIMUM DIMENSIONS TO FE515T COMBINED WIND AND ALLOWABLE GROUND SNOW LOAD5(SEE TABULATED CONTRACTOR.:ALL LVL JOISTS ARE RATED FOR"PRY-1-15E/INTERIOR"APPLICATIONS ONLY VALUES) 2 REQUIRED MINIMUM FOOTING DIAMETERS/DIMEN510N5 FOR SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL AND 1 LVL JOISTS TO BE INSTALLED PER MANUFACTURER'S IN5TRUCTION5 , 2 EXTRUDED FRAMING 5ECTION5 TO USE 6063-T6 ALUMINUM ALLOY/TEMPER(OR BETTER) CLAYEY GRAVEL(SW,SP,5M,5C;GM,&'GC)WITH 2 LVL MODULUS OF ELASTICITY 2 0 E RATED(MIN) 3 ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF PRESUMPTIVE LOAD-BEARING-=2,000 PSF. 3 LVL J015TS NOT TO BE INSTALLED IN DIRECT CONTACT WITH CONCRETE OR MA50NPY CONSTRUCTION. 4 ALL STRUCTURAL BEAM5 TO BE CONTINUOUS BETWEEN SUPPORTS FOOTING A(IN)=24 DIA OR 22�X 22 SQUARE 4 LVL-JOIST BEARING AT SUPPORTS TO BE SIZED PER MANUFACTURER'S INSTRUCTIONS BUT NOT LESS THAN 3 INCHES 5 END BEARING OF FRAMING MEM13ER(5)TO BE UNIFORM ACROSS FULL CK055 SECTION. FOOTING B(IN)=18 DIA',l FULL CONTACT THE BEARING SURFACE MUST BE SOLID AND CONTINUOU5 OVER THE WHOLE SURFACE. 6 13UILTUP FRAMING MEMBERS TO BE MECHANICALLY CONNECTED INFIELD TO ACT ASA SINGLE MEMBER(MIN 5 LVL JOISTS TO BE RESTRAINED AGAINST ROTATION AT ENDS AND SUPPORTS,PER MANUFACTURER'S INSTRUCTIONS 2#8505 06"oc/PLY) 6 LVL-JO15T TOP(OR COMPRESSION EDGE)TO BE LATERALLY SUPPORTED BY PERPENDICULAR FRAMING OR BRACING 7 BARRIER MEM13RANE(5)/COATING5 TO BE INSTALLED TO PROTECT ALUMINUM MEMBER5 FROM GALVANIC ACTION BY AT 24-INCHE5 ON-CENTER OR CLOSER,PER MANUFACTURER'S INSTRUCTIONS OTHER METALS AND TO PREVENT CORROSION FROM CONTACT WITH CONCRETE,WOOD TREATMENTS AND OTHER 3 REQUIRED MINIMUM FOOTING DIAMETER50IMENSION5 FOR SANDY GRAVEL AND/OR GRAVEL(GW AND GP)WITH 7 EXTERIOR-RATED LVLe TO BE SUBSTITUTED PER MANUFACTURER'S RECOMMENDATION FOR APPLICATIONS WHERE MATERIALS PRESUMPTIVE LOAD-BEARING'=3,000 P5F LVL 15 NOT PROTECTED FROM WEATHER 8 MAXIMUM MEMBER LENGTH/HEIGHT NOT TO EXCEED DIMEN51ON5 SHOWN&TABULATED VALUES FOOTING A(IN)=24 DIA OR 22 X 22 SQUARE 9 MULLION SPACING NOT TO EXCEED TABULATED VALUE OR 6FT FOOTING B(IN)=16 DIA 10 MESH SCREEN WITH DENSITY UP TO 20X20XO 013"TO BE USED(ELSE USE FRAMING TABLE5 FOR STUDIO/GABLE ENCLOSURES) FASTENER NOTES: REF•'PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIAL5 FROM IRC TABLE 840141 1 FASTENER SIZES AND QUANTITIES SHOWN ON APPROVED CONNECTION DRAWINGS REPRESENT MINIMUM 4 FOOTINGS TO BE SUPPORTED ON UNDI5TUR13ED NATURAL15011_5 OR ENGINEERED FILL PER IRC 84031. INSTALLATION TO RESIST COMBINED SNOW AND WIND LOADING IN TABLES 5. CLASS OE MATERIAL TO BE FIELD VERIFIED AT JOB5ITE,(13Y OTHERS)AND,FOOTING DIAMETERS/DIMENSIONS 2 USE FASTENERS THAT COMPLY WITH BUILDING CODES INSTALLED PER FOOTING NOTE51 THROUGH 3 AS APPLICABLE 3 USE FASTENERS THAT APPLI ABLE AND/OR KE515TICORROSION f3Y WHEN FATHROUGH DISSIMILAR MATEQ_C,ACQ-P AND CA-13 OF OTHER STENED EL DUM13EP(WHERE 6 CONSULT A GEOTECHNICAL ENGINEER FOR ANY UNDERPINNING OR EXCAVATIONS WITHIN 5 FEET OF AN EXISTING PI20J ECT DRAWING LIST FOOTING. UNDER NO CIRCUMSTANCES SHALL NEW FOOTING EXCAVATIONS EXTEND BELOW DEPTH OF ADJACENT 4. HOT-DIPPED GALVANIZED COATED FASTENERS TO CONFORM TO A5TM A153 OK BETTER EXISTING FOOTINGS 5 HOT-DIPPED GALVANIZED COATED CONNECTORS TO CONFORM TO A5TM A653(CLASS G-185)OR BETTER 7 CONSTRUCT CONCRETE FOOTING PER IRC 84403 OR ACI 332 SHEET 1 OF 7- GABLE SCREEN ENCLOSURE PROJECT NOTES 6 5TAINLE55 5TEEL,FASTENER5 AND CONNECTORS TO 13E USED IN HIGHLY CORROSIVE ENVIRONMENTS A5 REQUIRED 8 PROTECT FOUNDATION WALLS,PIERS AND OTHER PERMANENT SUPPORTS OF BUILDINGS&STRUCTURES FROM BY BUILDING CODES M05TCOMMONLY AVAILABLE ELECTROPLATED GALVANIZED FASTENERS DO NOT HAVE ASHEET 2 OF 7-GABLE SCREEN ENCLOSURE WALLS/LAYOUT SUFFICIENT COATING,OF ZINC AND ARE NOT RECOMMENDED FP05T PER IRC 8403141- 7 NEVER'MIX GALVANIZED STEEL WITH STAINLESS STEEL IN THE SAME CONNECTION 9• MINIMUM CONCRETE COMPRESSIVE 5TRENGT_H FOR FOOTINGS TO BE 3,000 P51 AT 28 DAYS OR PER IRC P40212& SHEET 3 OF 7-DECK FRAMING PLAN TABLE 8402 2 8. FASTENERS IN LUMBER(O 5>=G=06)70 BE INSTALLED INTO PRE-DRILLED HOLES WITH DIAMETER NOT EXCEEDING 10 MINIMUM SIZES FOR CONCRETE FOOTINGS TO BE 12-INCHE5 OR PER IRC 840311,TA13LE5 84031,8403141&FIGURE SHEET 4 OF 7-TYPICAL ALUMINUM GABLE ENCLOSURE CONNECTION DETAILS FASTENER SHANK MIN DIAMETER(0133"DIA FOR#10 WOOD SCREWS,0150"DIA FOR#12 WOOD 5CREW5,0.171"DIA 84031(1),WHICHEVER 15 GREATER FOR#14 WOOD 56REW5/0 25"DIA LAGS)PER FASTENER MANUFACTURER'5INSTRUCTIONS 11 STUDY OF GEOTECHNICAL CONDITIONS INCLUDING SLOPE 5TA131LITY AND LOADING OF ADJACENT STRUCTURES SHEET 5 OF 7-ALUMINUM GABLE ENCLOSURE STRUCTURAL FRAMING 9 MINIMUM SPACING BETWEEN FASTENERS TO 13E 25xNOMINAL FASTENER DIAMETER WHEN REQUIRED,BY OTHERS_ SHEET 6 OF 7 ROOF-HOUSE ATTACHMENT 10 MINIMUM SPACING FROM FASTENER TO EDGE OF PART TO BE 15xNOMINAL FASTENER DIAMETER 11 ALL OVERDRIVEN FASTENERS TO BE REPLACED IN NEW HOLES ABBREVIATIONS: SHEET 7 OF 7-A-FRAME BEAM HOUSE ATTACHMENT DETAIL 12 BOLT HOLES TO BE 1/32-INCH TO 1/16-INCH DIAMETER LARGER THAN THE BOLTS GBM=CRAFT-GILT MANUFACTURING COMPANY 13 BOLT5 TO MEET OR EXCEED ASTM A 307 OR 5AE J429 GRADE51 OK 2,OR BETTER D=DOOR,M=MULLION,W=WINDOW,P=PANEL, 14 BOLT TO EXTEND THROUGH THE FULL THICKNESS OF THE MEM13ER5 HC=HONEYCOMB PANELS,EP5=POLYSTYRENE PANELS, 15. 13OLT5 TO BE USED WITH WA5HER5 NOT LESS THAN A STANDARD CUT WASHER UNDER THE HEAD AND NUT MEETING AL=ALUMINUM,H=THERMALLY-BROKEN ALUMINUM H-STIFFENER, AN51 1318 221. PT=PRESSURE-PRESERVATIVE TREATED OR APPROVED DECAY RESISTANT, 16 FASTENER QUANTITY/SPACING DESIGNATION 2x6 IN TA13LE5 REQUIRES 2 ROW5 OF 6 FASTENERS,OF TYPE SHOWN IN=INCHES,FT=FEET,MPH=MILES PER HOUR, P5F=POUNDS/.SQ.FOOT IN TABLE IRC=INTERNATIONAL RESIDENTIAL CODE, IBC=INTERN 17 FOR CONNECTIONS TO MASONRY/SOLID CMU,REPLACE LAGS WITH SAME DIAMETER HILTI ADHESIVE ANCHORS/ SPECS=SPECIFICATIONS,MAX=MAXIMUM,MIN= PROJECT- CONTRACTOR: TAPCON5/NAIL ANCHORS.IN5TALLPER MANUFACTURER IN5TRUCTION5 505=SELF DRILLING SCREW, OC=ON CENTER IE CIVIL ENGINEERS 18 MA50NPYVENEER 15 NON-5TRUCTURAL DRILL THRU VENEER AND ATTACH LAGS DIRECTLY TO STRUCTURAL NDS=NATIONAL DESIGN SPECIFICATIONS FOOyu Q GILDERT QUEENS SCREEN CO. FRAMING Gj GG. 275 SLEEPY HOLLOW LANE 63A CLINTON 5T k " I 5OUTHHOLD NY 11971 CENTER MORICHES NY 11934 &U TVI I N I U M GA BLE Oil DRAWN BY:LYF DWG N0.:5HEET 1 OF 5C12EEN ENCL05URE FROJECT NOTES Gilbert-Gbl-Encl-20'X 22'-a -- SCALE:N.T.5. - OA Og85 9-1 REV.RO DATE:04/'15/•2019 FESS►� 5/1/2019 r{ TIE-IN TO EXISTING HOUSE WITH SUPPORT CONTINUOUS LAYOUT FLANS FOUNDATION(BY OTHERS). EXISTING STRUCTURE MUST RESIST(MIN.): >EX15TING BUILDING 4,000 LBS-GRAVITY LOAD&3,000 LBS-UPLIFT LOAD _ WALL LL vTi O v _ 1,000 LBS-LATERAL LOAD(ELSE UPGRADE BY OTHERS) RIDGE BEAM END BEARING PER MANUF (MIN.6")(BY OTHERS)_ 3-1/2"x16"PARALLAM ct5 PLU5 P5L BEAM ZE ZE I < ; 63"5W 63"5W 63"5W 36"SD 57'6W 57'5-W 57'5W 57'5W E•' NOTE:PARALLAM BEAMS v TO BE UC3A&SERVICE LEVEL 2 FOR EXTERIOR USE OR BETTER Cn ow 0> - =II GABLE 51DE•WALL (A) GABLE 51DE WALL (C) „ ` _ 3x3 ALUM', I I D CBM COLUMNS r r, (2)3x3+(2)H+(2)1X3+C+ - �, ` (MAX HT 11 FT) , A551=M13LY. DETAILS ' ✓ y AL COLUMN FOR GABLE _ 7" N ` •.f ,ROOF PANEL. , M 575W 57'5W 57'SWQ 57"SW WITH NIMUM"•ROOF H5 @ 56 O.C. B - WALL - (MI REQUIREMENT) AL A-FRAME WALL CORNER+(2)1 X 3 BOX+ (MAX HT FT-CORNER)(TYP.) MINIMUM PITCH 1:12 22'-0" y - GUTTER FASCIA ` GABLE`;FLQOR PLAN GABLE FRONT`WALL (B) 3-1/2"x16"PARALLAM ,(NOT-0'5CALE) '-' HEADER SUPPORT BEAM PLU5 PSL BEAM ,t - y' TRAN50M (OPTIONAL) - ,: :' �,• -�,�� NOTE:PARALL-AM'BEAMS TO BE U�C3A kSERVICE'LEVEL 2 FOR EXTERIOR USE'OR BETTER 5CREEN FLOOR CHANNEL DECK TYPICAL GABLE SECTION - NOT TO SCALE r" > Q y PROJECT: CONTRACTOR: J.SOS, GILBERT QUEENS SCREEN CO. 275 SLEEPY HOLLOW LANE 63A CLINTON ST ALMINIUM GABLE t ' 50UTHHOLD NY 11971 CENTER MORICHES NY 11934 , i _-NU _,_ {� Gf DRAWN BY:LYF DWG NO.:SHEET 2 OF CEENCLOSURE GilbertGbl Encl-20'X22'=a GENERAL LAYOUT - = SCALE:1"=75" FOR NOTE5 5EE SHEET 1-PROJECT NOTES _ 6$59' REV.R0 DATE:04/11115'1'2019% `� �su19 > a ( - « CENTER POSTS _, END-POSTS 2X10 P.T.-LEDGEK,SECURED TO.t,< SIMPSON POST GAP'. 51MP56N POST CAP 5TKUCTURAL STUDS IN HOU5E(PKE-DRILL, `I, CONNECTOR L-PC&` - CONNECTOR LCE4Z HOLE5), DECK ELEV 8-10d NAILS IN°BEAM-:14-16d NAILS IN BEAM w/ 2 1/2"x 5"S.S.or HOTDIP.GAL'V.`LAG5 (48"ABOVE GRADE) O '�I '- �;', 8-10d,NAIL5IN POST 10-16d NAILS IN P05T w/WA5HER5,@ 16"6.a,(3"MIN.,EMBED.) (UPLIFT 915 LBS) (UPLIFT 1905 LB5) J015T.HANGERB,TO BE SIZED EXISTING HOUSE(6Y OTHERS) 2x10 TIMBER JOISTS, 016o.c. AND IN5TALLED-PER`MANUFACTUKER. ✓,_ 6"x6"P.T.TIMBER POST 51/2"x 51/2"SIMPSON (3)2X10 P.T.TIMBER JOISTS (TYPICAL) n_ CONNECTOR A15A66Z(TYPICAL) NAILED 012"WITH 10d NAILS (OR EQUIVALENT-720 LBS UPLIFT) '. GRADE(TYPICAL) (INSTALL PER MANUF.IN5TK.) 2x10 MID SPAN BLOCKING •. CONCRETE FOOTER •r, FROST LINE (42"BELOW GRADE) TYPICAL P05T DETAIL FOR FOOTINGS-FLUSH BEAM (2)2X10 P.T.TIM' 'JOISTS CENTER POSTS`' ``1' END P05T5 NAILED @12 WITH:1Od NAILS DECK ELEV 51MP50N POST CAP SIMPSON P05T CAP v FOOTING A FOOTING B FOOTING B _ FOOTING B FOOTING A _ (48"ABOVE GRADE) CONNECTOIZ'LPC6Z 1 ' CONNECTOR LCE4Z • ' f , 8�tOd NAILS A-BEAM 14-16d NAILS IN BEAM _ i8,lOd NAILS IN POST 10-16d NAILS IN POST 3/4"P.T.PLYWOOD DECKING 5UBFLOOR / /', p SIMPSON TIES H2.5A (UPGFT915 LB5) (UPLIFT 1905 LB5) ONE AT EACH JOIST - ATTACH DECKIN,G'TO TOP EDGES OF ALL JOISTScq W/8d'NAILS-@ 6"6c(SHEET PERIMETER) :ANP @ 12"oc(SHEET INTERIORS) 6"x6"P.T.TIMBER POST 4' t (TYPICAL) „LL 5 1/2"x 5 1/2"SIMPSON CONNECTOR ABA66Z(TYPICAL) t (OR EQUIVALENT-720 L155 UPLIFT) GRADE(TYPICAL) (INSTALL PER MANUF.IN5TK.) LANDING&5TAIR5 BY OTHERS .' CONCRETE FOOTER FK05T LINE (3)2X10 P.T.TIMBER JOISTS NAILED @ -` (42"BELOW GRADE) - 12"WITH 10,1 NAILS. JOIST HANGERS SIZED AND INSTALLED PER MANUF. TYPICAL P05T DETAIL FOR FOOTIN C5=DROFFED'BEAM FOOTING A FOOTING A FOOTING AlFOOTING A FOOTING A F (2)5"LEDGERLOK5 W/,.HEAD-,, -' CO UNTEK5UNK0RIVEN PERPENDICULAR TO HORIZONTAL'P.T.BEAM,(3"MIN.EMBED.)(TYP.) uw ``.'CONCRETE FOOTING, f I = 'F `BEAM -SEE SHEETO66" 66" 66" - ' w 66" - 1 FR SIZES PERIMETER BAND 130ARD5 22'-0"[264"] - -Y SIMP50N POST CAP CONNECTOR LPCOZ,U51NG 8-10d NAILS IN BEAM -10d NAILS IN POST @BEAM \,r = INSTALL 4"x4"x30"P.T.TIMBER !" AT 45 DEGREE5,EACH SIDE (2)5"LEDGEKLOKS W/HEAD OF POST(3"MIN.EMBED.)(TYP.) COOUNTEK5UNK DRIVEN PERPENDICULAR 6"x6"P.T.TIMBER P05T TO HORIZONTAL P.T.BEAM(3"MIN.EMBED))(TYP) SIMPSON TIES H2.5A BEAM (2 5" LEDGER W/HEAD ONE AT EACH J015T PERIMETER BAND BOARDS COUNTERSUNK DRIVEN PERPENDICULAR TO 6"x6"VERTICAL P.T.P05T (3"MIN EMBED.)(IYP.)/ _ MID-SPAN BEAM TYPICAL WOOD KNEE BRACING - FLU5H BEAM I : 1 (3)7"THKULOK(OREQUIV.) P05TPARALLELTOTHEHOUSEWALL ` S ? — *'' ,r INN STALLED INTO NOTCHED POST (VERTICAL 1 PER MANUF.IN5TK (TYP.) ! QFe y PROJECT: CONTRACTOR: INSTALL 4"x4"x30"P.T.TIMBERV AT 45 DEGREE5,EACH SIDE �Q� Q,Q\O'J<J Y ��Q GILBERT QUEENS SCREEN CO. 2,0�"OI�;=X 22'-OII < (' OF POST(3"MIN.EMBED.)(TYP.) ,O _ S' 275 SLEEPY HOLLOW LANE 65A CLINTON 5T 6"x6"FT.TIMBER POST # . 5OUTHHOLD NY 11971 CENTER MORICHES NY 11934 PECK c (2)5"LEDGEKLOK5 W/HEAD �— t"� { 04 V_E C,I\ RA M I N G PLAN COUNTERSUNK DRIVEN PERPENDICULA n r i ' DRAWN BY:LYF DWG NO.:SHEET 3 OF 7 f _, a TO 6"x6"VERTICAL P.T.POST' % t (3"MIN.EMBED.)(TYP.) _ yes`' 'y _ Gilbert-Cbl-Deck-20'x 22'=a , FOR NOTES'SEE SHEET 1-PROJECT NOTES TYPICAL WOOD KNEE BRAGING- DROPPED BEAM s'�c. p ` SCALE. =l'-O" FOP, GA13LE ENCL05URE (VERTICAL P05T PARALLEL TO THE HOUSE WALL@MID—SPAN BEAM) — \, A' 6 589' REV:KO DATE:04 - ' TY'ICAL FRONT-WALL.'.- ALUMINUM GABLE FA5TENER TABLES TYPICAL .510E WALL CONNECTION D ETP I L5 TABLE 35-FASTENERS FOR 140 MPH WIND,EXPOSURE B,40 P5F SNOW" 112 CON N ECTI0'N DETA I L5 Flashing/Weatherproof(Per Code); - 113A Fastener Type F,1(Typ.)(Prel?HLI) Fastener Quantity/Spacing(in) (2"Embed.Min.) _k 113 Detail ID Type Room Width(B-Wall) 113%11- ' - ' 130 113C / #8x3/4"505@6""T&B;E5(Typ) =' 14' 16' 18' 20' 22' -• I 113A F7 3/8"x 3"Lag Screw 1@12" 1@12" 1@12" 1@12" 1@12" / - 113A F2 1/2"x 3"La Screw 1138 l 13C o /i/ �/ ' 9 2x2 2x2 2x2 2x2 2x3 `a 1 // 113A F3 1/4"Lag+Brkt@A Fr Gol. 2x2 2x2 2x2 2x2 2x2 = '_ t- CBM Panel m // / 113A F4 #10SD5+15rkt@A-Fr Col. 4x2 4x2 5x2 6x2'' 8x2 z 1135 F1' 1/4"Lag+3x3xO.1"Washer 1036" 1@36" 1@36" 1@36, 1@36" // /i 112E Fastener Type F1(Typ.)(PreDrill 113C F1' 1/4"Lag Screw thru Al H's 2036"2036"2036"2036"2@36" w //i /i (2"Embed Min)Staggered(Each bide) 112F' 1136 F2 #8x3/4"SDS@Mullion/H 2x7 2x7 2x7 2x7 2x7„ 113C F2 #100/4"51)5030/Post 2x4 2x4 2x4 2x5 2x6 /// Fastener Type F2(Typ.)(PreDrill) 113J 113J 2Embed Min Staggered Side 0 2%11120 F1 #10x3/4"SDS@3x3/Post 2x4 2x4 2x4 2x5 2x6 ( " ) ered 99 (Each ) 112E 112E 112 112D F2 #105DS+Brkt@3x3/Post 3x2 3x2 4x2 5x2 6x2 Provide Packing @ Fastener Locations DECK 112D F3 1/4"Lag+Brkt@3x3/Post 2x2 2x2 2x2 2x2 2x2 DECK 112C 113 112D F4 1/4;i'1a0+Waoh93x3/Poot 2x4 2x4 2x4 2x4 2x5112 113G Fastener Type F3(Typ.)(PreDrill) 1121) F1 #10x3/4"SD5@A-Fr Col. 2x5 2x5 2x6 2x7 2x8 (2' Embed.Min)Staggered(Each Side) SECTION 112 1120 F2 #10505+Brkt@A-Fr Col 4x2 4x2 5x2 6x2 8x2 SECTION 113 FastenerTpeF4(Typ.)(ProPrill) 112D F3 1/4"Lag+Brkt@A-Fr Col. 2x2 2x2 2x2 2x2 2x2 (Each Side ( 112D F4 1/4"Lag+Wash@A Fr Col 2x6 2x7 2x8 2x8 2x9 Bracket Part#166500 1120 F2 1/4"Lag+Brkt@A-Fr Col 2-4x1 2-5x1 2-5x1 2-6x12 6x1 (2)#10x1"012"oc Full Length',(Each Side)(Typ.) = 112F F1 #8x3/4"SD5@Post 2x3 2x3 2x4 2x5 2x5 Provide 0.625"Packing @ Fasteners'_7 4 - H-Stiffener,Trimmed around LVL(Each Side) SECTION 113-A-A-FRAME BEAM i Note'Lag thread to fully engage Al H flanges and Header top flange ''- 1- "Table valid for enclosed structures ��` �} < ;--- �' CBM Panel - - 3 #8x3/4"5D5@6" _ Fastener Type F1 @ Mid Panel w/3"x3"x0.1 Al Plate WasherWe ' #8x3/4"SD5@12"(TYP.) `'.' #8x3/4"51)5@12"(TYP.) aOthersoof w/Sealant ( Y ) Flashing(Per Code) CBM 511100ne Sealant CBM Panel (Continuous) 1/4"x1-1/2"Nail Anchor 016"for Concrete Slab(min 4/unit) Connect Al H-Stiffener to Panel #8x3/4"SDS @ 6" with#10x3/4"5D5@6"T&B #14x3"55 Hex@ 16"oc(3"Embed Min.) es for Wooden Deck(min.4/unit) thru both flan 9 (typical). Weatherproof w/Sealant By,Others ,r SECTION 112C Fastener Type F1 @ Al H's (AT FLOOR TRACK) i c ,'• #8x3/4"5D5 @ 6" tV, SECTION 112F SECTION 113J-MUL/POST' (ABOVE FLOOR LEVEL TO TOP) (ABOVE FLOOR,LLVEL`TO TO'Pj C13M 5iiliic0U5e,Sealant,l SECTION 1138 ( )" (HEADER IN BETWEEN POSTS) I Mull] / P /' er A-Frame Column/ 3X3 Box Post/Corner r' ;``°Fastener See 1120 Type F1 E5(Typ.) _4''-#b; /4"5D5 @ H i v y Y <, r' -_ ;_ •,q, _ I _ Fastener Type F2 Post Bracket Each Side Fastener-See 1120 Type F2(Typ.) _. CBM Part#166500(or Better) �'` Fastener Type F2 tFastener Type F2 Each Side/Face Fastener-See 112D Type F3(Typ.)(Pre-Drill) :i O Fastener Ty e F1 O O astener Type F1(Pre-Drill Hole) o O Fastener-See 112D Type F4(Typ.)(Pre-Drill) ° Post Bracket Each Side SECTION 113C Flashing(Per Code) ° ° CBM Part#166500(or Better) (HEADER AT MULLION/P05T) \ _ Fastener Type F3&F4(Pre-Drill Hole) SECTION 113J-3X3 BOX TO DECKING PROJECT: CONTRACTOR: - PerimeterJoists AT FLOOR LEVEL -NEW " ( ) 0 GILBERT QUEENS SCREEN CO. ALUMI'N`IUM, GAP>LE (AT RIMCBOARDS OF TIMBER DECK) ('r � C) 275 SLEEPY HOLLOW LANE 63A CLINTON ST �.�CR'E ENx EN CL05 U RE SOUTHHOLD NY 11971 CENTER MORICHE5 NY 11934 NECTION DETAILSi QN 140 MI'H - EXF P Alum-GH-Conn ,r- 5CALE:-N T.5 - " FOR NOTES SEE SHEET -PROJ TE5 Q ':} 9,1 X20 REV:RO DATE:4/30/2019 25 I"J F 5N Ow 0FESSIC 019 1) - TYPICAL GABLE ENCLOSURE A-FRAM ROOF BEAM ROOF PANEL _ PANEL _ HEADER j BEAM ` - .- A-FRAM 1 (� T. : CORNER COLUMN MULLION CORNER POST P05T7 FLOOR CHANNE — FLOOR CHANNE DECK I DECK �IPANEL FREE 5PANI -- I --.-{ MAX.COL SP. FRIDGE BEAM 5PA FRONT VIEW 51DE VIEW A-FRAME WALL MULLIONS / CORNER FLOOR / HEADER / RIDGE BEAM OPTIONS A-FRAME,WALL MULLION`-' '- ` "'� ;3" , -;,, `, •.`_ I \ *' A-FRAME CORNER A-FRAME FLOOR CHANNEL-- • A-FRAME WALL HEADER 73 {� F A-FRAME COLUMN(AF COL) AF WALL MULLION-3X3+(2)56FEENS(MAX HT B FT-INTERIOR) AF WALL CORNER (2) BOX+(2)5CREEN5(MAX HT B FT-CORNER) AF FLOOR CHANNEL AF WALL HEADER+ARM(MAX SPAN 75 FT) AF COIL-2-3X3+2H+2-1X3+C+2-,IAMBS-(MAX HT411 FT) MULLION -MAX ALLOWABLE GROUND SNOW LOAD P5F MULLION MAX ALLOWABLE GROUND SNOW LOAD P5F MULLION MULLION ' ( ) ( ) MAX ALLOWABLE GROUND SNOW LOAD(P5F) MAX ALLOWABLE GROUND SNOW LOAD(P5F) RIDGE MAX ALLOWABLE GROUND,SNOW LOAD(P5F) SPACING ` - SPACING SPACING SPACING BEAM _ � PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) PANEL FREE SPAN(FT) � PANEL FREE SPAN(FT) SPAN PANEL FREE SPAN(FT) (FT) 5' 6' T 8' 9 10' (� 5' T 8' 9 10' (FT) 5' T 8' 9' 10' (� 5' 6 T 5' 9 10 (FT) 5' 6• 7• •8' 9' 10' ' 5 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 10' 100 700 100 ='700 700 100 55' 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 99 12' 100 100 100 iD0 100 100 6' 100 100 100 100 100 100 6' 700 100 100 700 100 100 6' 100 100 100 100 100 100 6 100 100 100 100 99 90 14• 100 100 100 100 100 100 j-6- 100 100 100 100 100 100 66! 100 100 100 100 100 100 6 5' 100 100 100 100 100 100 66 100 100 100 92 84 77 16' 100 100 100 100 100 100 T 100 100 100 99 88 78 T 100 100 100 100 700 100 T 100 100 100 100 100 100 T 100 100 88 78 71 64 i8' 100 100 100 100 100 100 100 98 84 72 62 55 - 7.5' 100 100 100 100 100 100 7 5' 100 100 100 100 100 100 7 5' 99 -.86 75 67 60 55 20' 100 100 100 100 100 100 `ta PROJECT: CONTRACTOR: J -, OS�o,A GIL13ERT QUEENS SCREEN GO. ALUMINIUM,-GABLE 275 SLEEPY HOLLOW LANE 65A CLINTON 5T SCI�EE'N EE CLOSURE , -`` ti ?n, c` , �� SOUTHHOLD NY 11971 CENTER MORICHES NY 11934 STLUCTULAL FLAMING - ti - :LYF mU 'TO 14OM PH EX' BCDRAWN BYDWG NO.:SHEET 5 OF 7 � / DE Alum End AF 1505 Mul;Col;Beam 1,3F-!LOOR HEA R/RIDGE BEAM FOR NOTES'5EE SHEET 1Y-PROJECT NOTES �p Os 589.1 REV.RO DATE:4/30/2019�� scALE:N.T.S. _ ALL MULLIONS/A-FRAME COLUMN , AR P� `. ,: 5/1/2019 I I 1� _ I ' I LVL Attachment w/Panel Hanger 2410 x 3/4"5D5 @ See Detail A,Sheet 4 Flaehing/Weatherproofing(By Othere) Pack ac,Neceooaryry�to Prevent Damage to their5tiffencr #100/4"51)5@6"Top&Bottom Roof H Trac Along H-Stiffener Thermally broken H-Stiffener ' #10x3/4"5D5@6"Top&Bot.(Typ.) - - 1/4"Lag,3 inch min Embed.@ 16"o c CBM Panel Stagg red to Attach H to the Wall ° @ Each 5tructuralStudo ° 2)#10 x 3/4"SDS @ 12"ox° 2)#10 x 3/4'51)5 @ 6"o.c° 2)#10 x 3/4"SDS @ 6"o.c. ° 3 / o op&Bot:(Typ.Along_He)` op&Bot.(Typ.Along He) op&Bot (Typ.Along He) (2)1/4"Lag,3 Inch min.Embed @ 16"o.c. A A Staggered to Attach H to the Wall @ Each Structural Stud / w - '1/4"X T'Lag w/3"X3"Alum Washer Typ.for location not on an Fi (2)1/4"X 7"Lag Section 1158 @@ each H Header 00 ° See Section 115C ° o Sheet 4(Typ.) 0 0 o ° �° �° Roof H Tr c CBM Caulk(By Othere) <t 4-#8 x 3/4"5DS @ H Gutter Faecia Top&Bot.(Typ.) END GABLE ROOF CONNECTION DETAILS TYPICAL EXTERIOR ROOF(#OF PANELS MAY VARY) SECTION A-A REPRESENTS ONE 51DE OF ROOF(TYP FOR BOTH SIDES) oF�NE1�r PROJECT: CONTRACTOR: r GILBERT QUEENS SCREEN CO. 275 SLEEPY HOLLOW LANE 63A CLINTON ST FA N EL ROOF' ' ' / H 0 U 5 E * Vin, SOUTH HOLD NY 11971 CENTER MORICHES NY 11934 ATTACHMENT r- l a 'I" ( Cr DRAWN BY:LYF DWG NO.:SHEET 6 OF 7 DETAIL Gilbert-Gbl-Encl-20'x 22'-a SCALE:1/4"=1'-0" FOR NOTES SEE- 1-PROJECT NOTES ��pA 068589.1 �� REV.KO DATE:04/'15'/2019 FES I 2"x10" Timber )3 GP Glue Laminated Beam 2"x4" Wall Studs 016"o.c. 1Angle to Hold LVL in Place P5L Laminated Ridge Beam A Angle to Hold LVL in f lace 5impoon Bracket ACE4 Simpson A34 (8) 1061 Nails Attach Per Manuf. Instructions Simpson A34 (8) 10d Nailo 2 Rows of 5D5 1/4"x 31/2" S 10 or Equivalent) Angle to Hold 2xor in Place @ 24" ox. for A Double Ply 2"x10" Timber pps-m5Don ML24 (or 51/4" x 11/2' 10) 16d Nails into Post 6i16d Nailo into7 Beam 4"x4" 5upport • 4"x4" 5upport impson Bracket BC4 • Im pson Bracket 5C4 or Similar) = or Similar) -1661 Nailo into Foot -1661 Nailo into Post Sim son Bracket ACE4 ` 6-1661 Nails-into Beam p 6-1661 Nails into Beam (or Eqq,uivalent) 2"x4" 5i11-plate 10 16d Nailo into Post 2"x4" 5ill Plate- �10� 1661 Nailo into Beam 3/4 T&G Ply Overlay o 3/4"T&G-Ply Overlay •°• -2"x10" Timber Floor Joists (By Othero) - 2-2"x4" Top Plates 0 2"x10" Timber 4"x4" 5 u pport • 2"x4" Wall Studs - •° @16"o.c. 2-2"x4" Top Plates 411x4' 5upport� SECTION A-A SECTION B-B PROJECT- CONTRACTOR: O AE GILBERT QUEENS SCREEN CO, J.JpsyO� 275 SLEEPY HOLLOW LANE 63A CLINTON ST A-F,KAME BEAM - C S SOUTH HOLD NY 11971 CENTER MORICHES NY 11934 HOUSE ATTACHMENT * � DRAWN BY:LYF DWG NO.:SHEET 7 OF 7 DETAIL5 n m Gilbert-Gbl-Encl-20'x 2-' FOR NO SHEET 1-PROJECT NOTES 2 t.L SCALE:1/4"=1'-0" — cP� REV:KO DATE:04/ ARPFESSION 019 I i a h W : TW U J Ar 1`7 !7777-77'771=7=77777777777- 7- vc. f 9 z Lu O U Q O Lu n�F,� ��� y+� f1�1•n'� �� •yu�' (� { ARCHITECTURE ANTHONY PORTILLO, R .A. LED A PROJECT: • GILBERT 1075 FRA�NKLINVILLE ROAD 204 25TH STREET ITE 203 PORCH ENCLOSURE LAUREL N .Y. 11948 BROOKLYN 114 . z 11232 LLCSO275 SLEEPY HOLLOW LANE UTHOLD, NY 11971 0:516-214-0160 0:516-21.4-0- 160 DRAWING TITLE: Li TITLE PAGE PAGE: 1 0 DATE: 12/15/19 1 OF 8 NOTES $ 5FF-C I F I GATI ONS CARPENTRY SITE WORK FADE <E"-r : IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 3 BETTER (Fb = 875) UNLESS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWI5E NOTED. 2• VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DISCREPANCY, INSULATION FENESTFAT1 ON REOU I REMENTS SPECIFIC2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. T- 100 TITLE PAGE 8" MIN. FOUNDATION EXPOSURE. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN55. GENERAL STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. NYSEGG 2015 TABLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, (1) 2 STOCKPILE ALL EXCAVATED MATERIALS. COMPONENT PROPERTIES R402.1.2 COMPLIES SI APPLICABLE BUILDING DEPARTMENT. PROVIDE SISEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLE55 (I) 2 xb 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE NYSEGG 402 1.3 AND TABLES 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL.LUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. WINDOW U-FACTOR LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM YES STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. AIR LEAKAGE=0.30 GFM/5F 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU135, FOUNDATION, CONCRETE, AND MASONRY TAELE 8501 .7 A-200 HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER U.O.N. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR D15CREPANGIES OF PLANS AND/OR JOB CONDITIONS 5UB-CONTRACTOR5 IN SUCH A MANNER TD ASSURE THAT THE CONDITIONS OF SHALL BE CLARIFIED WITH THE ARCHITECT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. STRUCTURAL DESIGN LOADS WITH THE woRK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE STRUCTURAL MEMBER ALLOWABLE DEFLECTION 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E 6 SITE PLAN 6. NO DEVIATIONS OR CHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 PROJECT/ZONING DATA UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING 50HEDULE 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS w/ NO FINISHED CEILING ATTACHED TO RAFTERS BEFORE THE START OF FRAMING ON PAGE A-I. 6ENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND OTHERWISE NOTED ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS INTERIOR WALLS B PARTITIONS H/180 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALLS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS, U.O.N. gAPPLICABLE.. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 6. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS FLOORS d PLASTERED CEILINGS L/360 DEMOLITION PLANS II. 5UB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. UNTIL 11-21 TIER OF FRAMING 15 IN PLACE. 10. OWNERNAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. /BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 7. FOOTIN55 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ALL OTHER STRUCTURAL MEMBERS L/240 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/3b0 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN SOLID WITH CONCRETE. ��®® FOUNDATION PLAN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 LLJ PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. g. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. FIRST FLOOR PLAN 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT J015T5, STUDS, AND RAFTERS WHEN SPANS 10EXTERIOR WALLS - WIND LOADS w/ FLEXIBLE FINISHES L/120 U RESPONSIBLE FOR DESIGN INTENT ONLY. . ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 EXCEED 8'-0" AND AT EVERY 8'-O". DAYS OF 4,000 P.S.I., U.O.N. LLI 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH = J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL A-2 6 MIL. POLYETHYLENE VAPOR BARRIER UNDERSTRUGTUR L DESIGN LO?�DS RUBBISHH,, WASTE MATERIALS,, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK ®� SECTIONS TIMES. THE COMPLETION WORK, THE CONTRALTOS SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 5GHEDULE AS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. DETAILS J TNECESSARY. Q BROOM GLEAN. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - USE LI1/E LOAD DEAD LOAD ROOF FRAMING PLAN 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRE55ED ON PAGES A-1 (I) WALL TIE PER (3) SQ. FT, w<„ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3J-. >-�, AND ORDINANCES. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXTERIOR BALCONIES 60 psf 15 psf �00 ELEVATIONS V 18. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB DECKS 40 psf 15 psf THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. COMPLETION OF PROJECT. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FROM FOOTING TO 2" ABOVE FINISH GRADE. PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN 1'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE A-I THROUGH A-3. I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ARCHITECT/ENG INEER, AND THEIR A6ENT5 „ 20. "P.T." SPECIFIES PRESSURE PSESE TREATED LUMBER IN AND EMPLOYEES FROM AND OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLINRILLIN ELY G AND/OR GUTTING OCCURS, FIELD CONCRETE SHALL BE PLACED ON FROZEN SURFACES. ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 256 COPPERATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ARCHITECT/ ENGINEER. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ITSELF INGLUDINE THE LOON OR USE RESULTING THEREFROM). (B) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE MANUFACTURER SUCH AS: HANOER5, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, WHERE EVER APPLICABLE. 5LEEPIN6 ROOMS 30 psf 15 psf CONTRACTOR, ANY BY AN NEOLIOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS: LEDGER BD., 51LL PLATE, DECK CONSTRUCTION, EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A BE LIABLE BY ANY L F T OF WHETHER OR NOT IT 0 CAUSED IN PART H A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. STAIRS 40 psf 15 psf PARTY INDEMNIFIED HEREUNDER. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK A. TRUSS JOIST McMILLIAN IME MIGROLAM CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. GUARDRAILS AND HANDRAIL5 200 psf 15 psf I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC 2.OE 6-P LAM BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 JOIST McMILLIAN 2.OE PARALLAM AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x W 12 psf FOR ATTIC TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEG.'s DEEP 6 5'-0" BELOW GRADE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR OATH. APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, MECHANICAL CONNECTIONS: AUTHORIZATION OF THE ARGHITECT/ENOINEER. NOTES, AND TABLES ON PAOE5 A-I, A-2, d A-3. THE FASTENING SCHEDULE 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE SUBSTITUTED A50E -1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) Ig. THE CONTRACTOR SHALL BE RESPONSIBLE FDR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 WITH AN APPROVED EQUAL PRODUCT. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2. THE 5UB5TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 5 PERTAINING ARE TO BE FIELD VERIFIED. SCHARWALL SYSTEM (INSTALL E PER APPLICABLE DETAILS d MANU. SPEG.'s). 1.SIMPSON" MANUFACTURER. CLIMATIC AND OEOORAPHIG DESIGN GRITERIA 20. CONTRACTOR TO REMOVE E RELOCATE AS REQUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY EXCEED VALUES INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING 23. COLUMN BEARING AS FOLLOWS: VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" GROUND SNOW LOAD 25 LBS 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 6 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT A5 PER BASIC WIND SPEED 130 MPH WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® (b. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER EXIST. WALLS 8 12" LONG HOOKED BOLTS ® N=EW FOUND. WALLS). FOR ANY EXPOSURE CATEGORY B 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. 16" VARIATIONS SPECIFICATIONS IN OF THE PRODUCT BEING INSTALLED UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 7. VARIATIONS IN CONNECTOR GAS A "5I TION SHALL BE APPROVED BY ARCHITECT WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 8. ALL CONNECTORS SPECIFIED ASA "51MPSON" TOP MOUNTED BEAM HANGER SEISMIC DESIGN CATEGORY B COPYRIGHT PROTECTION ACT OF IgaO (AWGPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR PO5TIN6 15 PART OF THE LOAD PATH FOR USE SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ONLY ALONG WITH SPECIFICATIONS L15TFD ABOVE. WEATHERING SEVERE STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG FROST LINE DEPTH CODES AND REFERENCE STANDARD: w/ 6" RI5E d w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6 DIST., U.D.N. - ADDITIONAL INFO. 15 FOUND ON PA6E5 A-1 THROUGH A-3. BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AN7 2015 PROPERTY ASPHALT ROOFING 5HINOLF-5 TERMITE MODERATE TO HEAVY MAINTENANCE GORE. GLA55 WINDOWS AND DOORS I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. ALL GLASS TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 5HINOLE5 OR APPROVED EQUAL. ICE BARRIER REQUIRED YES R WORD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE w CONSTRUCTION MANUAL BY AF 8 PA. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE GLEAANCE5 ARE PROVIDED. 2 R AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 0 3. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, NFPA 7 D 0 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. 3. ALL SLIDING GLASS 00R5, SKYLI6HT5, AND ANY GLA55 UNIT INSTALLED LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. U WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 5LA55, UNLE55 OTHERWISE NOTED. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. w GENERAL WIND PROTECTION CONNECTION NOTES: 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH Q ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL MANUFACTURER'S SPECIFICATIONS. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CONSTRUCTION;55T'D 10-gg AND 2015 SBC HIGH WIND EDITION WOOD FRAME SPECIFICATIONS. CONSTRUCTION 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE 5. NAILING OF ROOFING SHALL BE TO GORE. I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, ENERGY CONSERVATION CODE. w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TEMIN6 DEVICES NOT b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE, PERMITTED BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL '7• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 2:12 PITCHES TO 4:12 PITCHES f sr AREAS SHALL BE 5TAINLF-55 STEEL OR HOT DIPPED GALVANIZED. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF C ' r� 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. THE SEALANT TO UPLIFT FORGES U51N6 ASTM D 6381. $ PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 01. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING `LL ,I RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 7. FLOOR TO FLOOR HOLD-DOwN5 TO BE PROVIDED EVERY 48 AND EVERY ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRE55 OF NE� 16" WITHIN 4' OF EXTERIOR CORNERS. REQUIREMENTS. 8. 51LL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 10. WINDOWS IN TUB/SHOWER ENGL05URE5 AND WITHIN 5TAIRWAY5 SHALL BE OF I" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TEMPERED CLASS. PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONGRETE/MA5ONRY ELECTRICAL, PROJECT: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM AND AT SPACING NOT EXCEEDING 4•' ON CENTER. TO 2011 NATIONAL ELECTRIC GORE, NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. ILBERT GYPSUM WALL BOARD 2. CONTRACTOR WILL FURNISH A FIRE UNDERNRITER5 CERTIFICATE UPON 1. 6YP5UM WALL BPORCH SYSTEMS SHALL BE OF A TAPE JO NT AND JO I NT COMPLETION OF WORK. 1 R C H ENCLOSURE COMPOUND METHOD. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS - GENERALLY,VERIFY OR PROVIDE HARD WIRED OTHERWI5E NOTED. WATER RE515TANT (HR) AT BATHROOMS AND WHERE SMOKE DETECTORS w/ BATTERY BACK-UP IN: DEEMED APPLICABLE. A. EACH 5LEEPIN6 ROOM 275 SLEEPY HOLLOW LANE 3. 5/8", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS B. OUTSIDE OF EACH SEPARATE SLEEPING DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING AREA IN THE IMMEDIATE VICINITY OF LD, NY 11971 (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET IN EACH DIRE 5( ) THE BEDROOMS (GENERALLY THE HALLWAY) EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON w00D FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. G. EVERY LEVEL OF DWELLING DRAWING TITLE: 4. FINISH JOINTS, J-5EAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) GENERAL NOTES TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. PROJECT/ZONING DATA 5. METAL CORNER BEAD TO BE U5ED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENIN65. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. PAGE: 11100 DATE: 12/15/19 2 OF 8 FASTEN I NC SCHEDULE A � I DETAILS NOTE: THIS SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS �ONSTRU�T I O I`t � NINE,) ® � T (SEE PAGE A-2 FOR STRAPPING AND NAILING REaUIREMENT5, G O N N Er_,,T I O N DETAILS AND ROUGH OPEN I NO FRAMING REaU I REMENT5) ALL NAILING 15 A GENERAL 5PEG I F I GATI ON, IT APPLIES UNLE55 NOTED OTHERWI5E NOT TO 5GALE DE5GRIPTION FASTENER 5PEG. FASTENER AND QUANTITY 5PAG I NG ROOF l$ GE I L I NC FRAMING RAFTER TO TOP PLATE (TOE-NAIL) REQUE5T SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO I CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST BLOCKING JOIST HANG E CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-16d COMMON EACH LAP GIRDER/HEADS COLLAR TIE TO RAFTER (FACE-NAIL) REQUE5T 5K IF NEEDED PER TIE WOOD GIRDER WOOD JOIST BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END JOIST FRAM I NC OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G I RDER/HEADER WALL FRAM I NCC TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. V W HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES V WALL STUD WALL STUD0 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD "J BOTTOM PLAT BOTTOM PLAT E30TTOM PLATE TO FLOOR Oi BATHTUB SUB FLOOR ENDJO 5, or BLOCK NG (FACE-NAIL)J015T, 2-I6d COMMON I'2 PER FOOT V , DOUBLE JOIST DOUBLE JOIST 5, FLOOR FRAMING , F J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END BLOGKINO TO JOIST (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS BLOCKING TO SILL or TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J0157 KING STUDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT RAFTER GR I PPLE STUD ROOF SHEATH(NC STRUCTURAL PANELS: (SEE AL50 GRAPHIG,NAIL IN�/ TRAFFINO WN�OW/DOOR HEADER 8d COMMON 6" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) HEADER ed COMMON 6" EDGE / 12" FIELD PERIMETER ZONE (4" O.G. a GABLE TOP PLATE NOTATION: JACK STUDS A- NUMBER OF ed NAILS a EA. END OF 5TRAPPING (3.7, P. 157-2001) GE I L I NG SHEATHING B- NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (5.2315, P. 193 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KIN& STUDS _-T a EA. SIDE OF HEADER (3.23G, P. 193 - ALTERNATE,;3.23D,P&. 194 -2001) GYPSUM WALLBOARD 5d COOLERS 'i"' EDGE / 10" FIELD D- NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KIN&STUD TO END OF HEADER a EA. 51DE (3.7,P. 157 d WORKSHEET-2001) E- NUMBER OF JACK STUDS a EA, END OF HEADER (3.22F, P19I-2001) WALL SHEATHING D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTIERNATIVE RAFTER TO WALL STUD 0ONNE0TION A TO END OF 51LL(5) a EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8,P. 157 3 WORKSHEET -2001) STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELD B E FASTENING SGHEDULE B &YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10"FIELD WIND RES 1 STANT CONSTRUCT I ON CONNECTORS ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (5UBFLOOR) CONNEGTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION] RI DC E-TO-RAFTERS G520 ® 2 I" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: A B G D E F 5I" or LESS 8d COMMON 6" EDGE / 12" FIELD N H-i APPLY TO EACH RAFTER RAFTER-TO-WALL ROUGH GREATER THAN I" IOd COMMON b" EDGE / b" ]FIELD z OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I I 1 i 0 4'-O" 4 1 2 2 2 2 PLATE-TO-AALL STUD 0520 © 18" APPLY TO EACH WALL STUD W -TO-IST. FLOOR WALL EFTA or G520 © 36" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"x6" (MIN.) 2ND. FLOOR WALL REQUIRES (5) 2"x12" HDR (MIN.) 8'-0" 7 2 3 4 4 4 HEADER-TO--JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD CRIPPLE STUD'-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOL.DDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) Cam � I � USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CON5TRUCTION. 5FL I G 1 I O OF T OF I tLATE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUGTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. � � :��• �:� Asa TOP PLATE }--- SPLICE LENGTH TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS CONTINUOUS BUILT—U� C IRDERS, THREE OR MORE SUFFORTJ FOR WIND - XP05URE5 BAG - FOR WIND - EXPOSURES BAG - ALL OTHER GA5E5 ONE STORY SLAB ON GRADE • PROJECT: GONNEGTI ON PATTERN SGHEDULE BUILDING MINIMUM 5PLICEBUILDING MINIMUM SPLICE 1,21,4 BETWEEN 1/6 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) a I/4 of A G I LBERT CONNECTION PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: S NAILED TOGETHER WHEN GIRDER5 MADE UP OF JOIST • 12'-0" 2 " " MAX.52" P, 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE '-O"/2'-612'-O3'-O" ENCLOSURE A (2)ROWS IOd NAILS• 12"o.c. SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-9" I6'-O" 4'-O" B (3)ROWS IOd NAILS a 12"O.C. P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, c (2)ROWS 1/2,10 BOLTS a 12"O.G.5TA66ERED; TNO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 41-0"/5'-0" 20'-O" 5'-O" " 275 SLEEPY HOLLOW LANE DBL a ENDS BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. D =POV61/2- m BOLTS a 16"O.G. 24�_Ou tl.�-Ou/�i_On 2�I''-Ou 6i_Ou /.�NAILING: SOUTHOLD, NY 11971 E (2)ROW5 1/2" m BOLTS a 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE28-O -71-011 BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROW5 5-3/6"TRUSSLOCK SCREWS a 12"O.C. a 1/4 OF A OTHERS 5TAO5ERED WITH A DISTANCE OF I6 INCHES 32'-0" 6'-0"/7'-6" 32'-0" 8'-0" DRAWING TITLE: SCREWED ON(1)SIDE OF MEMBER BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE (2)ROWS 5-3/8"TRUrSLOCK SCREWS a 16"O.C. TO BE NAILED FROM EACH 51ME W/ IOd NAILS, TWO NEAR HOEDOWN, ANCHOR BOLT, E' SCREWED ON(1)51PE OF MEMBER1. (2)ROWS 3-3/8"TRU55LOGK 5GREW5 a 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A CONNECTION ON U5 N61G2-I6dNNA A55UME TOP PLATE-TO-TOP PLA-M FOOT. OR SHORTER SPLICE 36-O 7-O /8-�I 36-O' �1-O' H 7SCREWED ON(I)SIDE OF MEMBER P15TANOE OF 32 BETWEEN NAILS IN A HORIZONTAL LINE. Ler1GTHs,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO STRAPPING, & NAILING DETAILS (2)ROWS 5"TRF SLOGK SCREWS m 12"O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-O" 8'-O°/10'-O" 40'-O" 11'-O° J BUILT UP 61RDER MAX.52" THREE-PIECE GIRDER5 ARE TO BE NAILED W/ 20d NAILS STRUCTURAL DESIGN LOADS SCREWED ON BOTH 51DE OF MEMBER P (2)ROWS 5"TRUSSLOGK SCREWS a I6"o.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED , „ , „ � 1, K INTERMIDIATE JOINT5, AND W/ THE OTHERS STAGGERED W/ IN EXPOSURE B 501-011 501-01113-O SCREWED ON BOTH SIDE OF MEMBER (2)ROWS 5"TRU55LOCK SCREWS a 24"O.C. BETWEEN I/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS INA H TABULATED SPLICE LENALL HEIS ARE BASED B L FOOT WALL L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL MULTI 5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; PAGE: FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE 70'-O" 14'-O" 70'-0" NOTE P FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS 5HOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): A-200 PLAN SHALL USE CONNECTION PATTERN'A'WHEN 5"OR SMALLER GIRDER. 9'WALL - 1.125 80'-0" I6'-O" 80'-0" 221-0" a CONNECTION PATTERN'B'WHEN 10"OR LARGER P 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING n'WALL - 1.375 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE 5EGURELY ANCHORED TO MASONRY PIERS, 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER FOR 10'-0' WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL DATE: 12/15/19 3 OF 8 SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECTS SITE FLAN 1$ 15 PRO;:.117-GT,. f ZON .N0 .DATA SUBJECT TO VERI F I GATI ON BY A LI LENSED - -:-- -- 5URVEYOR. THE INFORMATION / I TAX MAF # 1000-�8-I-58 REPRESENTED ON TH 15 SITE FLAN 15 TO THE ARCHITECT'S FEST OF KNOWLEDOE. / ZONING D I BTR I GT R-40 G 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 12 LOT AREA 40,031 S.F. PREPARED BY. N X JOHN G. EHLERS LAND SURVEYOR ` --�------------ FEMA FLOOD ZONE X AE 8 (HOUSE IN X) ------------ 6 EAST MAIN STREET / RI VERHEAD, N.Y. 1110 I I WETLANDS DISTRICT N FERMI T # TELEPHONE: (651) 361 8288 w DEC DISTRICT N N.J. LETTER 2 FROV I DED w J EXISTING FROFOSED .05525.8 :Y:: : ' FIRST FLOOR AREA B�g6.2 S.F. .,..::..,. „ p.,6• S.F. ,- 15 40�_ _ I d� `. i 1- SECOND FLOOR AREA 1088:0 1088.0 S.F. `� BEDROOM COUNT 4 4 i i I I LOT 6bVERAC DESGRIFTION AREA LOT GOVERAOE TOTAL LOT AREA 40,051.0 S.F. O I QN EXIS71NO HOUSE 3,325.8 S.F. 8.5% LA F------ �O EXIS71NO DECK 47-7.2 S.F. 1.2% o I} I FROFOSED ADDITION 4-T0.4 S.F. 1.2% TOTAL AREA OF ALL STRUCTURES 4215.4 S.F. 10.-1% Vz I MAXIMUM COVERAOE ALLOWED = 20% �I v. V7:: I w 1 (L lL 22.3' 27.1' I _A 11 C " o / _ qI R G2U I RSD REO UL.ATI OSIS m EXISTING _ d1 z OL m PROPOSED; FRAME DECK I - ' Ul ,ENGLOBED ° `J I 5CTM# 1000--18-1-58; LOT AREA = 40,051 S.F. ; R-40 G QI'o / FORGH/ MODIFIED N i5b, ° STEFS J / r r I z d 3 / ' w �- m _ I EXIST. FROFOSED GOMFL I EB WI1.8' I _ O MINIMUM REQUIRED U , Q FRONT YARD 50.0' 54.0' 54.0' YE5 a EXISTING 2 STORY ° - 4214 0, GARAGE FRAME HOUSE li a, I I � SIDE YARD 15.0' 42.0' 42.0' YES a � T' O = i I t-- BOTH SIDE YARDS 55.0' 41.0' 4oi.0' YES q aD A/�c M. ASFAHLT I REAR 50.0' 100.0' 81.6' YES �U e� DRIVEWAY ` 9tl" A I LOT SIZE 40,000 40,031. YES r S.F. O S.F. S.F. LOT WIDTH 150.0' (65.0' 165.0' YES 22.a © " "�©� L------------ -------------------------- - - so' FRONT YARD SETS r,< - LOT DEPTH 175.0 203.5-1 203.6 YES PRINCIPAL BUILDING ENVELOPE PROJECT: MAX I MUM PERMITTED ° GILBERT I 0 I BUILDING HEIGHT 55.0' 32.8' 32.8' YES PORCH ENCLOSURE z I ® I NUMBER OF STORIES 2.5 2 2 YES 0 275 SLEEPY HOLLOW LANE 0 SOUTHOLD, NY 11971 I K I Q DRAWING TITLE: -A I SITE PLAN - I ]< 5-76°08'50"E 200.00' - - - - - - - - - - - - - - - N-76°08'50"W 165.00' PAGE: MIL • 0 10 30 50 A-300 ! ? 5 L- E E F Y H 0 L- L 0 L- A 1 t ' E 5 20 ,.. 40 1"x15' SITE FLAN SCALE: I'-o" = I5'-o" DATE: 12/15/19 4 OF 8 C I VNE RAL I MBO L <E"'r : EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK—UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/CO MONOXIDE DETECTOR COMBO N/ BATTERY BACK—UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® POST (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST 1=L FAN 4 LIGHT GOMBP POST FOR 4 WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL P05T FOR b" WALLS), U.O.N. b W U W �- U U J Q EXISTING STEPS TO .. .,..,.. BE DEMOLISHED I I I I I I I I EXISTING SCREEN I ENCLOSURE TO BE I I I I I I I I I I DEMOLISHED I I I I I I I I I I II �I I I I I I I I I II II I I I I I I I I II I I I I I I I I I I I I I I I I I I I I —1—�—J--I--L—L—L—J I� III i III I EXIST. FRAME EXIST. SUN it DECK ROOM !I II lil I II EXISTING SCREEN III ENGLOSURE TO BE III DEMOLISHED I P I EXISTING SCREEN I ENCLOSURE TO BE I DEMOLISHED _ I I I I I I I I I II EXISTING WINDOW(S) EXISTING WINDOWS) TO BE REMOVED TO BE REMOVED II I I I Z w O U lil EXIST. LIVING o ROOM W ?� �.,A OF IN�` � PROJECT: F I RST FLOOD: I�)EMOL I TI CN PLAN G I LBERT SCALE: 1/4" _ I'-0" PORCH ENCLOSURE 275 SLEEPY HOLLOW LANE SOUTHOLD, NY 11971 DRAWING TITLE: DEMOLITION PLAN PAGE: ME) M-10 0 DATE: 12/15/19 5 OF 8 NEW 2"x4" P.T. STUD WALL 16"OG ON NEW 8"x8" DEEP GONG. CONT. O E N E A L 5"�r�5 0 L < Ni" • CULTURED PAD kil5 ONE ON OD AND " FOR WOOD STAIRS ® GRADE: NEW 4x3" ALUM. PLYWOOD; INSTALL CULTURED 4 THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON DOWNSPOUT(TYP) NEW 4"x3" ALUM. STONE PER MAN. SPEC. 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS P05T TO DOWNSPOUT (TYP) MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR NEW 2"x4" P.T. STUD P RIDGE (ABOVE) A A SM w/ BATTERY BACK-UP WALL 16"00 ON NEW II-�2" 4 5 2 EXISTING TO REMAIN 8"x8" DEEP GONG. CONT. Ilk - F 1 I I I O CARBON MONOXIDE PAD W/I" PLYWOOD _ - _ _. _ - - - -A- INSTALL - - _ - - - - _ - NEW WOOD FRAME (L.G. CO DETECTOR AND CULTURED STONE _ EXIST. [?) P.T.- _ _ _ _ X15T. (2) P.T.- _ EXIST. (2� P T.- 4 5 4 5 I I I I I 2 ON TOP OF PLYWOOD; - 2"x8" BM. 2"x8" BM. 2"x8" BM. I A_bo STL. WHEN APPLICABLE) - - - - - I I I I I CULTURED "-`�"�- f�`i - ® - NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON STONE PER MAN. SPEC. ��5115TE� (2) TREATED ISISTER (2) T ATE �I Q SM/CO MONOXIDE DETECTOR COMBO 1.15"x'1.25" G.P. 2.oE 1.75"x7.25" O.P. 2.0- WOOD FRAME (L.O. STL. z I I I I I I I W BATTERY BACK-UP F LVL TO EXIST BM. 8 LVL TO EXIST BM. w I I I I I i I ' . _ WHEN APPLICABLE) - EXTEND TO WALL ro A A-500 dJ A-500 I I I I I I 50 G.F.M. EXHAUST x x v _1 tL in x v NEW FOUNDATION WALL FAN w/ DAMPERF z ply D_ I I I I I I I tu 50 G.F.M. EXHAUST °cv a 0. ® w c p a ® w I I I I ® " " FL FAN $ LIGHT GOMBP m. a z x_ � MIN. (2) 2x4 STRUCTURAL P05T FOR 4" WALLS w/ DAMPER u- X p a ? I� (MIN. (2) 2"x6" STRUCTURAL I I I I ' INN w mnl�Q wp � I I I I I POST FOR 6 WALLS), U.O.N. N w N x w z cV u�O wPROVIDE 51MP50N ABA44Z I I I I I I T-►-M ji . I I I I I I I (� EXIST. (2) P.T. 1-49 2.11 95" 8M. F_. � - �515T�R (3) TREATED E 21 x8(BM.T -IE 21 x8'(BM.P.T -1 1.75"x-1.25" G.P. 2.OE I O J LVL TO EXIST BM. d EXIST. 4"x4" POST ON EXIST. GONG. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEC.s. - EXTEND To WALL �0 I I I'xl'x2' DEEP FTG. (CONTRACTOR TO SEE PAGE "A-201" FOR NAILING 8 STRAPPING DETAILS. I x V x . I VERIFY AND SHOW INSPECTOR DEPTH OF FTO) (7YPJ WIN1�0W GHAI�T z 0. - - 5 f.. C-w -j N ? ? W RpUGH,OPENING '. WINDOW DIMENSION CLEAR t� x p x p WINDOW TYPE QUANTITY MODEL # OPENING w w GALL-OUT WIDTH REO'D: 20" 3Qx6� N HEIGHT REO' D:24" uxl EXIST. F.T. V ` y WIDTH HEIGHT OPEN REQ'D: 5.7 S.F. 2"x8" BM. _ EXIST. P.T. ®1_EXIST. P.T. (2) WIDTH... HEISHT: - W 1 11 -�_ �� ✓ 72) 2"x8"�M- J 2"x8"5M- ✓ ~ U A GLIDER 3 G32 ;3'-0" - 2-11 I 10 NEW P.T. 2"x8' �t 1 = J ` LEDGER BD. 515TER (2) TREATED 1.115"x7.25' G.P. 2.OE LVL TO EXIST. P.T. 2 x8 J EXIST BM. E EXTEND TO WALL LEDGER BD. Q o TYPICAL LEDGER BOARD ® EXT. DECK: Y y � - I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS y 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL, LAG BOLTS ® 16" O.G. 4 . 3. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMPSON' (OR - EGUAL) EX15TINO 2 STORY 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d FRAME HOUSE 15 NOT BENT OVER TOP EDGE OF LEDGER BD. PART OF TH15 FILING 5. SEE NOTED DETAIL 7 EXISTING 2 STORY FRAME HOUSE 15 NOT PART OF THI5 FILING 7 /� I PLAN IAN 0 10 1/4"=1'-0" FOUNDATION PL5 20 5GALE: 1/4" = I'-O" NEW 4"x3" ALUM. NEW 4"x3" ALUM. NEW HORIZONTAL DOWNSPOUT (TYP)31 DOWNSPOUT (TYP) GABLE RAIL SYSTEM 22'-3" NEW (3) P.T. 2"x6" 1 POST TO RIDGE 2 FLOOR PLAN NOTES IDECK TRO H DRAIN � 1 OSCREEN NOTE: I Q NEW 2"x8" NEW 2"x8" I. PROVIDE SGREENTIGHT ME5HGUARD;PRODUCT �p R.R. ® 16" O.G. I R.R. ® I6" O.G. �1 MUST MEET TABLE 8301.5 OF IRO AND RESIST UP z x 4 TO 200 LBS. LIVE LOAD. AcV A Z 2. SCREEN CANNOT SPAN MORE THAN 6 FEET A-500 x NEW (2) P.T. = BETWEEN P05T PER MANUFACTURE SPECIFICATION5 2 xb POST IL ry, P05T NOT - Q) RI at 7. «i 2 NEW DOWN r 0(TYP) �Iw N ��_ REGID5) Tr t 18' 3. INSTALL PER MAN. SPECS. N Q 3 -� z STAIR RAILING NOTE: c��v b NEW SUN EXIST, FRAME � O I. ALL NEW STAIRS SHALL HAVE MAX.-1-3/4" RI I 13= T ROOM r NEW (2) P.T. 3Q DECK 0 �q V ,�Iw v NEW HORIZONTAL d MIN. 10" Tr - RISERS SHALL BE CLOSED x m p L 2"xb" P05T GABLE RAIL SYSTEM 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING iv 4-10.4 Sc�. Ft. N a I 5 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; _ - w - O EXISTING FRAME DECK w 36" HIGH HANDRAIL d SPINDLE SPACING NOT m z K - IS NOT PART OF THIS TO ALLOW PASSAGE OF A 4" 0 SPHERE 5. � 3. ORIPPABLE RAIL AS PER CODE N I 1 Q 1 7 RESERVED p ry NEW FRAME STAIR O NEW 2"x8" NEW 2"x8" z R.R. ® I6" O.G. I R.R. ® I6" O.G. �ti1 M. Poo °�' OWINDOW NOTE: .^ `1 I. ALL NEW WINDOWS d DOORS SHALL BE j PROVIDE BEAM POCKET w/3.5" � ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, BEARING IF POSSIBLE; .. � � , OR GLIDING (A5 NOTED); INSTALL A5 PER MANU. ELSE INSTALL NEW 51MP50N6ALV. HU610 HANGER (OR EQUAL) SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOW (PS AND DOORS" ON PAGE A-100 Q NEW OUT 5WING 400 I NEW OUT 5WING 400 2.IF CASEMENT WINDOWS - ALL CSMNT WNDWS N p SERIES ANDERSEN DOORS SERIES ANDERSEN DOORS SHALL HAVE STRAIGHT ARM HINGE WHEN �-� � C3 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE FW05068PALR FW05O68PALR TILT WASH I z x 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. OL. N Qr-x Q Q I a x EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING PROJECT: CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: 5 5 EXISTING 2 STORY GILBERT NET CLEAR OPEN NO........... 5.1 S.F. FRAME HOUSE 15 NOT NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM PART OF THIS FILING7 PORCH ENCLOSURE WINDOW /DOOR FRAMING: O5 SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOW5 (T(P. FOR ALL) U.O.N. PRIMARY 4 BEDROOM EXIST. LIVINC 5 SLEEPY HOLLOW LANE ROOM SOUTHOLD, NY 11971 RESIDENCE DRAWING TITLE: FOUNDATION PLAN FIRST FLOOR PLAN PAGE: Alk 0 10 1/4"=f-0" A-400 FIRST FLOOR PLAN 5 20 SCALE: 1/4" = 1'-0" DATE: 12/15/19 6 OF 8 NEW RIDGE AS PER PLAN W pER PVP' NFW R R. qs p�R PLAN -- W 2 - - - --- ----- - - - - -------------- U NEW HEADERS PER J PLAN (TYP) U i NEW PORCH ENCLOSURE ( i EXTERIOR SHEATHING AS PER SECTION NOTES < SIDING MATERIAL AS ---------- ____.__.__. ....__. .__.. ___ PER SECTION NOTES , BUILDING PAPER $ HOUSE WRAP TO FULLY OVERLAP FLASHING GAP FOR DRAINAGE 5/4"xb" P.T. DECKING (U.O.N. ON PLAN/ "Z" FLASHING 5ECTION/DETAILS) - FLA5HING DRIP EDGE P.T. DECK JOIST COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) FLASHING 5/8" 4) x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® I6" O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN ME ' L OA V (OR EQUAL) W (2) 5/5"4) x 5" LONG APPROVED EA. JOIST MASONRY ANCHORS ® Ib" O.G. "Z" FLASHING FOUNDATION WALL SECTION A/A-500 SCALE: 1/4" = i'-o" I LEDGER C,,0N EC,71 ON DETAIL NEW 4"x5" ALUM. NEW 4"x3" ALUM. NOTE: p DOWNSPOUT(TYP) DOWNSPOUT(TYP) p ALL DECKING SHALL BE FASTENED NEW DECK _ w/ COATED DECKING SCREWS BY 5/4"x REO'D BOARDS AS "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER NOTED ON P.T. DECK JOISTS AS w 5/4"xb" P.T. PLANS NOTED ON PLANS w — — — — — — — — — — — — — — — — — — DEGKBOARDS 0 4' THK. x 8 HIDE x E WIDTH OF STAIR P. GONG. PAD i"NosiN&frrn ° ——— — —— — Q NEW 2"x8" NEW 2"x8" Q R.R. ® I6" O.C. 2"x6" P.T. BLOCK IN BETWEEN EA. ii" 2"x BLOCKING ® EA. A STRINGER. FASTENED TO P. GONG. 10'MIN TRINGER TO MATCH SIZE A-500 PAD w/ Iq/64" x 5-1/2" CONCRETE I OF P.T. DECK JOISTS A-500 W SCREWS BY "GALIBURN" (OR EQUAL) - 6"x5" ALUM. I 6"x5" ALUM. - MIN. (5) SCREWS PER BLOCK �-, FASTEN STRINGER GUTTER (TYP) I �� �� GUTTER (TYP) ri E TO BLOCKING (MIN. 6 GRADE NER5) GRADE .� tu16\ ry A k— ® ..O.G. (MTRI 3GER5IN. '�e '{ x STRINGERS ® EA. r J I STAIRWAY) '% .'t ,- ~� �,f.<< ,9. O TER I OR 1 100DETAIL O y ;,� .� ''` �X I7 STS I fi� z I A-500 - x 50ALE: 5/4" NEW 2"x8" NEW 2"x8" PROJECT: R.R. ® I6" O.G. R.R. ® Ib" O.G. GILBERT i PORCH ENCLOSURE i 275 SLEEPY HOLLOW LANE SOUTHOLD, NY 11971 DRAWING TITLE: ���� PLAN SECTIONS SCALE: 1/4" = i'-o" ROOF FRAMING PLAN PAGE: A-500 DATE: 12/15/19 7 OF 8 E-1 E71 -------------------- ------- ------- -------------- ---- ------- 12 ZZ F- —j FASCFI--ALIGN iiii NEW HORIZONTAL TEM CABLE RAIL 5r5 ---------- ..... - ------------- -- ----------- ---------------------- —---------------------------------------- - -------------- --------------------------------------------------- -------------- i j 2 ? EXIST. Q7RAr, NEW 6LIDER5 AS PER FLAN-/ /,P---4 NEW FRAME STAIR) -2 STONE VENEERJ DRAINPIPE LEADER 2 DRAINPIPE LEADER NORTH ELEVATION (REAR) 50ALE: 1/4" 1'-0" �-.—�(:\`--j•- z w 0 --- -------- 0 ov�l - ------------------ PROJ ECT: fb1 UQU W. LL------------------- GILBERT PORCH ENCLOSURE j .......... J V. 275 SLEEPY HOLLOW LANE JIL4 SOUTHOLD, NY 11971 o DRAWING TITLE: ELEVATIONS EXIST. GRADE NEV4 DOOR PROVIDE STONE VENEER 7 EXIST. Q-RAPE STONE VENEER' OVER DOOR AS PER PLAN; NEW FRAME STAIR-/ PAGE: NEST ELEVATION (LEFT SIDE) EAST ELEVATION (RIOHT SIDE) A SCALE: 1/4" 11-011 50ALE: 114" I'-V A-600 Lit DATE: 12/15/19 8OF8