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HomeMy WebLinkAbout44199-Z ��ps� l�"CpG Town of Southold 3/13/2020 P.O.Box 1179 o C* 53095 Main Rd �y4jp1 �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41147 Date: 3/13/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 955 Inlet Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-2-14.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/16/2019 pursuant to which Building Permit No. 44199 dated 9/23/2019 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: ACCESSORY GARAGE AS APPLIED TO The certificate is issued to Koukoudakis,K&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44199 02-07-2020 PLUMBERS CERTIFICATION DATED 00oeSignature =zr�t TOWN OF SOUTHOLD o�g�fFO(,�c�� BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44199 Date: 9/23/2019 Permission is hereby granted to: Koukoudakis, K & Maria 36-09 Clearview Expy Bayside, NY 11361 To: , demolish an accessory gargage and construct a new accessory garage as applied for. At premises located at: 955 Inlet Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-2-14.2 Pursuant to application dated 9/16/2019 and approved by the Building Inspector. To expire on 3/24/2021. Fees: ACCESSORY $464.80 CO -ACCESSORY BUILDING $50.00 DEMOLITION $87.90 Total: $602.70 Building Inspector Form No_b 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$15.00 ��J Date. / New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: SSS Id/ C� Ae A11-1r TLIC-K House No. Street Hamlet Owner or Owners of Property: K:_Os-n6iG.ouKoy S Suffolk County Tax Map No 1000, Section `�`� Block 2 Lot Subdivision Filed Map. 1672 Lot: 7! ` Permit No. (4q I Date of Permit. Applicant: ec,9r S lGoylcayDAV-)S Health Dept. Approval: ►l/.4 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 45,� A plicant ignature OF SO(/l�,®l Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G e sea n.devlin(D-town.south old.ny.us Southold,NY 11971-0959 counm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Kostas Koukoudakis Address: 955 Inlet Dr city Mattituck st. NY zip. 11952 Budding Permit#: 44199 Section 99 Block 2 Lot 14.2 d 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 Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 2 Ceding Fixtures 6 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 3 Smoke Detectors -I Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED Exit Fixtures 11 Pump Other Equipment: Notes. Garage Wiring and New Service Inspector Signature: Date: February 7, 2020 S.Devlin-Cert Electrical Compliance Form.xls 44M �aV SOUTy� h� �O # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] OUNDATION-2ND - [ ] INSULATION/CAULKING ' [ FRAMING /STRAPPING [ ] FINAL �e ------------ [ ] FIREPLACE`&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 2, k4yinq oil &AVb0h lh ffe- Mfb� J4 Y;aol"4 AIA-e S711mdlv# l 1& /pnco 1 DATE O '$ INSPECTOR SOF S0 hp3� 'y4�O E _ # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ `] I ULATION/CAULKI�N/G' [ ] FRAMING /STRAPPING [ FINAL *,filkiM U'�• [ ] FIREPLACE & CHIMNEY - Y[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ 4,All, . DATE 8 INSPECTOR OfSOblyo SS �� � .�� L r qq # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 765-1802 ,INSPECTION [- ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND ° [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY` [= ] FIRE SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR # # TOWN SOUTHOLD BUILDING DEPT. . 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) a ELECTRICAL (FINAL)-Qffq�f,.l., [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ` !Al' 1.. T12f�9-C� 1/l.,/JM7-�G�tJ alb DATE 'Z INSPECTOR 50UTyO� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 7654 802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] -FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] --FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ 0YV '(,7✓ DATE 3 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTSrl Woo is 4: FOUNDATION(IST) 4h ---------------------------------- FOUNDATION (2ND) A rvw 14 v , —IVA , O H ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. t� STATE ENERGY CODE I lot r r FINAL ADDITIONAL COMME - Ll-49 0�1 � 9 r�U_ Oc44rrrG7- fG rn H Z y�y - H H TOWN OF SOUTHOLD BUILDINGTERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans- TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D E.C. Trustees qb C.O.Application Flood Permit Examined 3 '20 Single&Separate Truss Identification Form Storm-Water Assessment Form 2 Contact: Approved v ,20 Mail to: __q Disapproved a/c- Phone: �2I 1 ZSS I010 Expiration ,20 5�(L Buil ector SEP 1 6 2019 APPLICATION FOR BUILDING PERMIT Date , 20 QTc f n;E+�"f, INSTRUCTIONS c 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. A Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) p W&C7- -!SSS S�r'F b�l�� M/x°f•1 ztJt� (Mailing address of applicant) State whether applicant is 421ne lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises Kos-rrsc- Kru►coL-)p.a�j S - (As on the tax roll or latest deed) If applicant is a corporation;,signature of duly authorized officer A (Name-and title'.of.corporate officer) Builders License'No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: SS If-((-C-7— p2r%1E /1'!/�-1�7Ti/GIC /J. House Number Street Hamlet County Tax Map No. 1000 Section �°( Block 2 Lot !Y, 2 i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5►ntgLr— j Ay4ic_-j pw6tL_L4 1 �1ZEs►pc,1T1A�\ b. Intended use and occupancy 5-&1ME 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work e nbp per 4. Estimated Cost ee (To be paid on filing this application) 5. If dwelling, number of welling units Number of dwelling units on each floor If garage, number of c s 6. If business, commercial or mi ed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Nu ber of Stories Dimensions of same structure with Iterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fortner 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 re oved from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetlan ? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property 11 es. 17. If elevation at any point on property is at 10 feet or below,must provide topographica 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 ) rL�>5TAs being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCO Notary Public,State of New York (S)He is the L„ No.01BU6185050 Q`'alified in Suffolk Counbi (Contractor,Agent,Corporate Officer, etc.) Commission Expires April 14,2ObeLU _ of said owner or owners, and is duly authorized to perform or have perfonned 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 t ' day of 20� wkn Notary Publ Signature of Applicant ��°SUFi��$� ST 0�]KI��1 WA\,]F1E]R. Scott A. Russell supERvisoR AWA\N A\GIEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town, of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS IPI3OJFCT INVOLVE ANY, OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑&A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[3""B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑EBF. 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 wlt9your Building Permit Application. APPLICANT: (Property Owner,Design Profft4tonal,Agenl,Contractor,Other) S.C.T.M. 1000 tate' District NAME. _? d�,Z _7.1 �u 5estlon block Lot r mgm e ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Inrormatloa; 15,231 31bo molrpbore Numbtr) Reviewed By — o — — — o = a = — Date: Property Address/Location of Construction Work: = e = e = a = _ _ — a G o Approved for processing wilding Permit. 155, (� r �+✓� Stormwater Management Control Plan Not Required. Me'�✓��_ �`� o Stormwater Management Control Planis Required. (Forward to Engineering Department for Review.) FORM 1 SMCP-TOS MAY 2014 o��uff01�c�� Town Hall Annex �� Telephone(631)765-1802 54375 Main Roado ,�� Fax(631)765-9502 P. O. Box 1179 ti Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: l r Owner: ,,v Location of Property: Please take notice that the (check applicable line): VU"CV,A New e r residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): J,/\C? Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): �' �/ G. ✓ �I S Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 t s��� �y`^+s^i4�'Yn �L.�yi. �' s-•e r� a,1.:s� tir�lz',?i�7?yti ��� 's��ij�if�,}°.f t'w.4^}�ss,�`7•'�C .:r�f� ��swjit st'b F}. 4 sn, .ru' ..{�; �"r _;t 7�,,• �' alp. t _I ;�• ny: j 4 M1i t • ' • t I I ' •" . r i a ri r ► � ► ' s ■ ROOF SURVEYOFPROPERTY P/0 LOT 75 & LOT 76 MAP OF CAPTAIN KIDD ESTATES, BLK FILED: JAN. 19, 1949 — MAP #:1672 SITUATE a / MATTITUCK l TOWN OF SOUTHOLD N85021'40"E P/O LOT 75 SUFFOLK COUNTY, N. Y. 2.5 6' PVC FENCE SURVEYED: NOV. 1, 2019 T e 00 5.4'N '.7' M o 7.0' ' 23.83.a'N 137 62 4! NOTES: �Cap n 1. PROPERTY KNOWN AS TAX MAP# 1000-099-02-014.02 d 23.8o 2. LOT AREA =12,507 SQ.FT. (0.29 ACRE(S)) N I _ 3. THIS SURVEY WAS PREPARED USING A TRIMBLE N /V,) IS3 ROBOTIC TOTAL STATION. 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS "v 3 FRAME C/E ASPHALT DRIVEWAY PART OF THIS SURVEY. o co -6 GARAGE WOOD PLAT m uj (19' HIGH) L/P PL O STANDARD NOTES: z O 16 0 26 5 .r w 0 Q ® �-' \, 1. COPYRIGHT 2019 MICHAEL K. WICKS LAND SURVEYING M 1 Story ZE 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A p /1 LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, J VJ SUB-DIVISION 2. OF NEW YORK STATE EDUCATION LAW. 3 p Frame Residence N 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL w 4- 3 #955 ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL •_l WORK AND OPINION. M 5.2 I la_ 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS_ 16.0 28•5 //l��` PRACTICE FOROLAND SURACCOVEYSADOPTEDE WITH HBY THEN E CURRENT EXISTING STATE E OF - Q' 46.6' ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS 3 PL LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, y �? TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE U LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP F 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE F 3 6. THE LOCATION OF UNDERGROUND IMPROVEMENT'S OR ENCROACHMENTS ARE Q a p W N NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND C3IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE 3 Q IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY > 7. THE OFFSET(OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO o ;d- THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE u [a C', ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, I,1 (� POOLS, PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER -j p TYPE OF CONSTRUCTION Z Q � COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS ED O C) OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID Y N to t•- 3 or "'z tJ t� N 0 N 58304 '00"W 136"1 L,3g 145 95.00 LAND S� m - o s MICHAEL K. WICKS, P.L.S. #50390 E Summit Drive (50') MICHAEL K• WICKS 3 LAND SURVEYING r 15 FROWEIN ROAD, SUITE E-2 CENTER MORICHES, NEW YORK 11934 y VOICE.-631.874.0156 — FAX. 631.909 3845 m www.wickslandsurueying.coin RECORDS OF RICHARD C. DRAKE a SCALE: SURVEYED BY: DRAWN BY: SHEET:M 1"=20' M.W./J.A. J.W.W. 1 OF 1 ti I HL4 [9 REMOVAL. NOTE5: 24'-011 I. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF EXIST. WD FRAMED GARAGE 4 GONG. FOUNDATION AND ANY VE6ETATION, TREES, DRIVEWAY, HAR05GAPE5 ETG THAT 15 6'-3" ;.:, NEW 8" 3500 PSI CONCRETE NECESSARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE 24'-0" FOUNDATION WALL RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING OO = CONDITIONS THAT INTERFERES WITH THE CONSTRUCTION OF NEW WORK. mmM -.j.. NEW 2X4 WOOD STUDS ® 161, O.G. 2. ALL MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY M° QM0`L�10 W/ �" PLYWD. SHEATHING 6YP. DISPOSED OF. ~' I PROVIDE R-15 BATT IN5UL. 4 2f9 G30G1G10m AW[E UI GYP. BD. (OPTIONAL). 'i\I jJ.�1�T �I 'i\I nowt m n p D Hu IT em ,`• I I I 1OUI `�/ 1 I OI ` I ,OT 5: �NJ�off��❑� e e G•J• I I 5PUARE FOOTACrz NOTES: FND./ ETA.: •.` I I I8" THICK GMU FND. WALL (or P.G. WHERE NEW) w/TYP. ANCHOR BOLTS, DETACHED GARAGE: ON CONTINUOUS 16"w. x 8"d. P.G. FOOTIN6; TO A MIN. DEPTH OF 36" 3000 PSI CONC. FOUNDATION BELOW GRADE - ON UND15TUR13ED GLEAN GRANULAR 501L w/ MIN. I TON Lr WALL TO BE 8" THK. MIN. 3611 FLOOR AREA: _ C112.0 5.F. PER 5.F. BRO. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - - = BELOW GRADE W/ (2) #5 I I A- CONTINUOUS AT TOP d BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3" 4 " PRI 60 FLANGE BY REBAR5 TOP 4 BOTTOM N 3 COVER. „* y rvEOIZOA PACIFIC, W lb" GONTINOU5 FTG. PROVIDE 51b" SILL/TYP. P�NGHOR BOLTS:X I6 AB ® 6'-O" O.G. REFER I I ! a D.G. A- 2-2"x b (or 1-2xb MIN.) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL A-1 FOR DETAILS. I ,', I PLATE, (PROV. TYP. 51LLA1^IALL TIES, WHERE REO-D) OVER TERMITE a � 3 I SHIELD�A/�ND SILL SEALER w/%"dia. ANCHOR BOLTS (7"MIN. EMBEDMENT ' W NDOW SCi DUB AND 3"5GUARE WASHERS) ® 36"o.c. 4 28"o.c. WITHIN 8 FT. OF CORNERS : I AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REQ'D. TO CONNECT TO 5HEARWALL STUD BRACKETS. (SEE DETAILS). PROVIDE PULL DOWN I I I I ANDERSEN STAIRS TO ACCESS MARK E-SERIES QN ROUGH OPENING SILL/WALL TIES: _�...,,.,�...:. ATTIG STORAGE ( .': I I I O G235 b 4'-0 " x31-5 REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 5IMP50N G520, OB (20 Gage), 1 1/4" STEEL STRAP TIES ® I6"oc (AT EA. STUD w/MIN. 8- 8d N O GI35 2 2'-0 " x31-5 NAILS, EA. END) WRAPPED UNDER $ UP IN51DE FACE OF SILL, GUT TO m LENGTH AS REQ'D. (5EE DETAIL) HOLD-DOWN BOLT: � SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO r�. dJ WINDOW NOTES: ANCHOR 5HEARWALL SEGMENTS. (SEE 5TND. DETAILS). CONTRACTORS m PROPOSED m m m I. ALL,BOTTOM OF WINDOW HEADERS SHALL BE MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE CON5T) TO g-7-la ISSUED FOR PERMITS ff 6 RAGE ( `: ( I - INSURE ALIGNMENT ,•�. 6 8 AFF UNLESS NOTED OTHERWISE. OF BOLTS � STUD BRACKETS. OPTION: (INSTEAD CONSTRUCTION . z" 3500 P.51RC. SLAB W/ I .:M1' I OF H02A's 4 BOLTS): USE STRAP TIE HOLDOWN, 51MP5ON 5THD10 T - EXPAN51ON A CONTROL 2. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO EMBEDED IN FND. WALL 8 EXTENDED UP OUTSIDE FACE OF WALL AS JOINTS PER G DE W/ bXb 10/10ORDERING. REQ'D. [SEE FLOOR PLAN FOR 5HEARWALL 5EGMENT51. I-13-20 REVISED AS PER WWM REINF. ON b MIL VAPOR BARRIER UNDE SLAB I 3. CONTRACTOR SHALL COORDINATE AND VERIFY CONCRETE: OWNER CHANCES. ALL CONCRETE TO BE STONE A6GRECATE, WITH A MINIMUM (28 DAY)ALL ROUGH WINDOW OPENINGS A5 PER I MANUFACTURES SPECIFICATIONS WITHOUT STRENGTH OF 3000 P51, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR EXCEPTION. U5ES; INCLUDING GARAGE SLAB, ETC. 22-511 I I * INDICATES EGRESS WINDOW O I I •: I GONCRE7 I 07r=S: I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-aa; DROP T.O.W. GONGRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL DAMP PROOF ALL -8" TYP. AT ,. I EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. WALL5 BELOW ALL DOOR SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. GRADE TYPICAL LOCATIONS 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3'-0" X 68" INSUL. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM � H.M. ENTRY DOOR W/ A-615 GRADE 60. LITE BY THERMA-TRU OR EQUAL TO BE I I m 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR SELECTED BY OWNERD OP T.O.W. -8" TYP. AT m REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF A6I-318 50LID P05T I ( L DOOR LOCATIONS I I 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 TYP. DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- "' - N CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS (2) Ij" x Ili" LVL (2) Ij" x IIJ" LVL I �,' `' I �t OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL - N BE IN ACCORDANCE WITH AGI 5P-66. (88) sk 8'-o" X v_o" _ 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE OVERHEAD DOOR TO WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BE'r'OND BE SELECTED BY 2'-10 1/2" " 2-10 I/2 OPENING; HOOK ENDS. OWNER (TYPICAL 2) 6. NOTES: PROVIDE SLEEVES AND BOX OUT FOR OPENIN65 FOR 3'-D" 8-0" ' 2'-0" 8'-O" 11 31-011 I. FASTEN KING STUD TO MEGHAN16AL TRADES. OPENINGS SHALL BE PLACED SO AS NOT 241-0" e. HEADER W/ (6) 16D SINKERS. TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. 2. FASTEN TOP PLATE TO HEADER W/ TWO ROWS OF f RA M(�I e �I®TE 5° F: R L®® FLAN ®�NDI ® 180 SINKER NAILS AT 3" O.G. Irl I� w TYP. � I SCALE: 1/4" = I'-O" � SCALE: I/4" = I'-O" 3. WOOD STRUCTURAL PANEL I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS U Lu SHALL BE MIN. 7/16" GDX FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. ~J F- PLYWD. SHEATHING. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. 4. PROVIDE TEN51ON STRAP THICKNESS OR AS NOTED. ^1+1 8'-0" FINISHED WIDTH OF OPENING PER TABLE 602.10.6.4 (ON 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR. H _V&10 OPPOSITE SIDE OF EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO I--1 V SHEATHING. `! N z BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD < SUBFLOOR TO FLOOR JOISTS. W n ^ ° 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH • • •i i i i• • • DOUBLE UPRIGHTS, a'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL • • •I.I (2) 1 3/4"x 11 7/S" LVL HEADER I°I • • • } O • • I•I I. • • • HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON H t� � Z DRAWINGS. �J Q • 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL J015T5 AND FASTEN SHEATHING TO HEADER WTYPICAL PORTAL FRAME / SD FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED ® 8'-O" O.G. Q I- Q GOMNON OR GALVANIZED BOX NAILS CONSTRUCTION PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. n 1-L� z � • IN 3" GRID PATTERN AS SHOWN. b. DOUBLE FRAMING AROUND OPENIN65(skylights,stolr5 etc.) OR AS NOTED ON DRAWINGS. HEADER TO JACK STUD STRAP PER 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS O I- 8602,10.6.4 ON BOTH SIDES OF OR A5 NOTED ON DRAWINGS. < z OPENING OPPOSITE SIDE OF 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH �j < SHEATHING IF NEEDED PANEL SPLICE RATED GALVANIZED METAL CONNECTORS BY OR � O. • . " " f1 �t O < N l-.1 � • AND BE NAILED TO COMMON APPROVED EQUAL. O O O ui O MIN. DBL. 2"x4" FRAMING COVERED BLOGKING WITHIN THE MIDDLE q, PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.G. cV WITH MIN. 7/16" THK. PLYWD. Q 24" OF THE PORTAL LEG EXTERIOR ED&E5 AND 6D ® 12" O.G. INTERMEDIATE. O STRUCTURAL PANEL SHEATHING WITH • • • • HEIGHT. ONE ROW OF 3" O.G. 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND O • 8D COMMON OR GALVANIZED BOX NAILING IS REQ'D IN EACH1313 STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY NAILS AT 3" O.G. IN ALL FRAMING PANEL EDGE. "SIMPSON" OR APPROVED EQUAL. LL • I'-6" (STUDS AND SILLS) AS SHOWN. II, ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI O MIN. LENGTH OF PANEL PER TABLE 5ERIE5 WOOD-I-BEAMS AND LVL PRODUGT5 OR EQUAL. ALL R602.10.5 JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING d STIFFENERS INSTALLED AS PER MANUFACTURERS MIN. (2) 1/2" DIA. ANCHOR BOLTS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL INSTALLED PER SECTION R403.1.6 WITH LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL 1,1202" x :2" x 3/16" PLATE WASHER RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, ° • u STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER ANCHOR BOLTS PER "li II- SECTION 8403.1.6 MANUFACTURERS RECOMMENDATIONS. (Fod[E° PROJEGT5-I�I20 II 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. ° a li< I�a4 ; li:�. .i .e i� A-2.DWC II li .• :: 'a. •<. _ <it .-il MACHINE BOLTS ® 12 D.G. LL A aa' 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. o• I.,- a. 14. BRID61NO TO BE PROVIDED FOR ALL J015TS AND FLOOR s. .. • e° BEAMS, SPAGIN6 NOT TO EXCEED V. ROOF I NC NOTES: I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINCLE5 BY _ ( I TIMBERLINE, COLOR TD MATCH EXIST. ON 30 LB. FELT AND 3/4" h I GDX. PLYWOOD. c7 0 T A L A A R A ISDOOR O P E I �1 I I S / SCALE: 1/2" = I'-O" 2. PROVIDE GRADE ICE ff WATER SHIELD AT LOWER 36" OF ALL JAN 1 7 O r SLOPED ROOF AREAS AND AT ALL VALLEYS. mmlvi Has 3 of �• ea , : I i;ZI DOE HT .5" FAGIA wOAS / 2" TRIM RIDGE GDX PLYWD. VENT b� �b RIDGE HT SHEATHING w/ 15 2x10 I6'-4" MAX LB FELT RIDGE 2x6 FACIA BEAM LaG3C�G�]�4CC�4 AJ 2x8 R.R. T.O. PLATE �� ALUMINUM 12115 G130G1Gr]OO C3C� LaMlRf�]NJC� ABOVE T.O. -- - SLETGTED BYE G3o�ICG3Gi1C�G1Dg [nl�I 9 FOUND. OWNER (.j f CORNER VINYL SIDING ASU�QL�° BOARD BY SELECTED BY 6 BR CERTIANTEED OWNER cl�" PRI 0 FLANGE BY GEORGA OR EQUAL ' f ` -1 r-7RADE ZL PACIFIC @ 16" O.G. T.O. WALL — — — — — — — — — -8 AFF L x 18"x 8'-0" x 7/16" . �d•;!� .r, ;-^9 ;�, 8x8 INSULATED OHD T.O. WINDOW I'-4" �`��`�� •�,ys °"=`-e�"�-'�"'1� WOODSTRUGTURALAFF. AS SELECTED BY 7'-4" OWNER (TTP. 2) PANEL SHEATHING. O.H. ., , REFER TO DETAIL VENTED VINYL 3/A-2. SOFFIT LINE OF O.H. ANDERSEN WINDOWO DOORS MODEL No. TW21032 `) 2X4® WOOD FRAME WALL @ 16 O.G. W/ (2) 2X6 SILL PLATE 1/2" PLYWOOD $ W/ TERMITE SHIELD VINYL WRAP AND 5-1-Ici ISSUED FOR PERMITS LINE OF TOP VINYL SIDING. CONSTRUCTION. T.O. FOUND. OF O'-g" AFF. FOUNDATION I-13-20 REVISED AS PER OWNER GHANGE5. T.O. GONG SLAB GRADE 0'-0" AFF. A I t RIDGE HT 12 12 8 FACIA BOARD 4" 3500 P.5.1. P.G. SLAB W/ tm 3000 PSI GONG. FOUNDATION WALL EXPANSION AND CONTROL b� �b w/ 2" TRIM TO BE 8" THK. MIN. 36" BELOW GRADE JOINTS PER CODE W/ 6X6 W/ (2) #5 REBAR5 TOP 4 BOTTOM ON 10/10 WWM REINF. ON 6 MIL 2x8 FAGIAGONTINOUS FTG. PROVIDE 5/8" X 16 VAPOR BARRIER UNDER O AB @ '-0" O.G. REFER TO A-1 FOR SLAB 6 jT.00PLATE DETAILS. ALUMINUM GUTTER TO BE TIED INTO SITE --- DRAINAGE. REFER TO SITE PLAN AT DWG. A-1 4" VINYL CORNER BOARD BY GERTIANTEED SCALE: 3/8" = 1'-0 " OR EQUAL T`I fz l C,AL NOTES: (REAR) EXT. WALL:A5T ELEVA710N 2"xb" STUDS ® I6"o.c. AT V HT. w/ R-la INSUL. SHEATHING: 1/2" MIN. COX r PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 510IN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). ROOFING: Uj ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (A5 SELECTED (� � N � BY OWNER) OVER 15 LB. FELT # 3/4" MIN. COX PLYWO. SHEATHING. USE b �T� NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24 MIN. FROM ALL ROOF ED6E5/BREAK5. ALL FASTENERS 4 FLASHING TO BE Q GORROSION RESISTANT. W — z YR. ARCHITECTURAL 30 YR. ARCHITECTURAL ROOF TIES: H V � >- 50 Z PROVIDE SIMPSON, 0520 STRAPS, GUT TO LENGTH F/ MIN. 5- Sd NAILS, EACH ASPHALT SHINGLE BY ASPHALT SHINGLE BY Q Q GERTAINTEED. COLOR TO GERTAINTEED. COLOR TO END OF STRAP, AT EACH RAFTER ® I6"o.c. USED TO TIE ROOF RAFTERS TO RIDGE VENT BE SELECTED BY OWNER. RIDGE VENT BE SELECTED BY OWNER. WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS RAFTERS FOR I- CONNECTION OF TIES. ---- _ HALL TIES: - REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS . WHERE UPPER ks) LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ N z 51MP50N C520 STRAPS a I6"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. O��1 2x6 FAGIA 2x6 FACIA (SEE STANDARD DETAILS, DWG. 1). — — -------- -- ---_- ----- --- SILL/WALL TIES: c� � < REQ'D. ONLY AT WALLS SUPPORTING RDOF STRUCTURE : USE 51MP50N G520, Q �. 20 GAGE STEEL STRAPS ® 16"ox , GUT TO LENGTH AS REQ'D. FOR"7-8d O N w NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF O PROVIDE PROVIDE WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) CONTINUOUS CONTINUOUS VENTED VINYL VENTED VINYL HEADER: p MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 p O O SOFFIT O O SOFFIT WALLS/PARTITIONS, UNLESS NOTED OTHERWISE N.N.0). SPANS OF O b'-O" AND OVER; SUPPORT w/ DBL. STUDS, a'-O" AND OVER;SUPPORT 7--= w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) d FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF STRUCTURE. 6RADF. GRADE I I FASCIA/ SOFFIT: la2O _ T I"x6" FASCIA w/ E SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ — — — CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. VERSATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. @L%Fg) PROJECT5-IG20 3'-0" X 68" INSUL. H.M. DOUBLE HUNG INCLUDE GUTTER5 8 LEADERS, AS APPROVED BY OWNER. � A-3.DWG ENTRY DOOR W/ LITE WINDOW BY BY THER.MA-TRU OR ANDERSEN SUB-FLOOR: EQUAL 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE 4 NAIL PLYWOOD TO FLOOR JOIST5/FRAMING. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS \ , I SELECTED BY OWNER). Y L ATI OIV RIM BOARD: A 5 (-,-�NCR7H , AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM SCALE: 3/I6" = I'-O" SCALE: 3/I6" = I'-O° BOARD (or EQUAL) EXCEPT AT PORCH � DEGK NAILERS;USE V4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. �55a[RCE4 Hga 4 of 4 0a JL / Uc Do NOT PROCEED WITH FRAIE'IING UNTIL SURVEY C n JL -1L U I -'� N -�L v JL E -LN 11 L0��U�(p� �PROVED.OVED. 7 ( u IC d�L�� Llo �LaGJ[�9 Lao�oLQo 11L JL JL -ILK 0 k� -JL\\\ k� 1 I-k K S S D ) LQG�C�G[l�4CC�4 ��� aOLa(YlOG3[� La\VI[�aMC� G3�MC�G3G[1LG1Dg G�7�I ��g0� 63�oa�DoO��� APPROVED AS NOTED R` '� �r DATE: � LpT 1� B.P.# % d pip ",T----- FEE: BY: PURSIUAN STORM CHAPTER DFF NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE )jI i - i Q FOLLOWING INSPECTIONS: I 1. FOUNDATION - TWO REQUIRED .r"\ 1. FOR POURED CONCRETE � STONE ii EAROWOVES �1 " 2. ROUGH - FR AMING & PLUMBING -- 1----- 3. INSULATION -�__-. TO , 4. FINAL - CONSTRUCTION MUST _ _ _ ' ' 1 BE COMPLETE FOR C.O. TRUSS PULCARDeN3 R, ' nn nn ❑ ' ' ALL CONSTRUCTION HALL MEET THE �, �V ❑ f11 N X33�0 �,,- 1 REQUIREMENTS OF THE CODES OF NEW _ = --------1- X �� YORK STATE. NOT RESPONSIBLE FCR 8-7-IQ 155UED FOR PERMITS 24.0 pl0 LOT �� N I DESIGN OR CONSTRUCTION ERRORS. AND GON5TRUGTION COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRI L \ \ \ AS REQUIRED AND CONDITIONS OF INSIPECTl01V R \ \ UIRED PROPOSED q 12 SF. \ \ OARA67E V11400650 �' ' ' 1 S BOARD ^ N TRUSTEES EXISTTO �E \ N I exterior 1I 7 ERf�MED , , o installed, re plac I or OCCUPANCY OR repair-ed shall co ,rte REMOVED. �1\ If ,,, ��-� tO Chapter I I* USE IS !. r -, , t til L EXIST. DWELLING e Town C vEP"j•1�=1CATE OF OCCUPANCY \ \ 10-o 46 LOT '1'i � ,\o„ 24.o EXIST• I \ I _ \\ \ EXI57. 316.12 S.F. A5FHALT 1 �1 \ �l pR P05ED X A EWP� (2) b'-O" DIA. X 6-p�� 8�-O DIS• 1 ,,I D�� DEEP P P FOOL POOL �\ \� w 9�} o' , �• w ® DIS. DRAINAGE DE516N GRITERIA: V N 2._ OPE ORATE EX15T• 611 5•F• A5PHP�LT .{ (pARGEL i) I. RUNOFF GOEFFIGIENT5: W C// PAVEMENT = 1.00 LJ DRIVEWA` � - / ROOF = 1.00 •VXX \ } LAND5GAPE= 0.20It LAP4N �H (� Z — ,®®' 2. PROVIDE 5TORAGE FOR 3" RAINFALL h� v / ROOF DRAINAGE GALGULATION5: I. SITE DRAINAGE (DRIVEWAY) ® x87.12 S.F. x .25 x 100% = 246.78 GF < I- \ - O < w I 2 1 o 5 TE DRAINAGE PROOF): � � 1LI 1207 S.F. ROOF x .25 x 100% = 3016 G F c� - O TOTAL = 548.38 GF w O� cil Lu Isi Q 1- _ USE (2) 8' DIA. x 8' DEEP STORM POOL >s I 51 T FLmAI `� w/ TRAFFIG DOME. = 675.84 G. O SCALE: 1" = 10'-0" R p a � P12OJ1RC U#o 1c120 �QD ��dCo PROJECTS-1x20 T-I.DWG DG3LQ�M�GIC�#o CS 1 NIX r DwG• INITIAL LATEST ISSUANCE NO. DRAWING TITLE 155UANGE REVISION NO. 4 DATE r T-I TITLE SHEET 8-7-1a o A-I 5GHEDULE5, NOTES 4 DETAILS 8-7-1a l A-2 FOUNDATION PLAN, FLOOR PLAN, DETAIL It NOTES 8-7-1a o o A-3 ELEVATIONS, SECTION 4 NOTES 9 mCm4 a0ao I of 4 TABLE 3.1 FASTENER SCHEDULE FOR S?UGTURAL MEMBERS �� I �� NOTES :®� � • JOINT DE50RIPTION NUMBER AND TYPE OF NAIL SPACING FASTENER ROOF FRAMING Rafter to To Plate Toe-Waite<� 3-8d per rafter 1• ALL FRAMING LUMBER TO BE GRADE 5TAMPED DOUGLAS FIR-LARGH STRUCTURAL GRADE NO. 2 OR BETTER. ellin Joist to To Plate (Too--nailed) 3-8d per oist G Ceiling Joist to Parallel Rafter Face-nailed 4-Ibd each l 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Gellin Joist Las over Partitions Face-nalled 4-I6d each la 3. ALL SHEATHING TO BE APA. RATED, EXPOSURE I, I/2" MIN. Tl-IIGKNESS. Collar Tie to Rafter Face-nailed 4-8d 12er tie PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED ® 4" O. Blocking to Rafter Toe-nalled 2-5d each end ALONG EDGES 4 b" O.G. IN FIELD W/ 5OLID BLKG. UNDER ALL SEAMS. Rim Board to Rafter End-nalled 2-I6d I each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® 8'-0" MAX. 5PAGI auv Qo Elmo la/°A. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. o 6. ALL FLUSH WP. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL LaG3@M0U1 @U Top Plate to Top Plate Face-nalled 2-I6d I per foot CONNECTORS BY SIMP50N (OR EQUAL). Top Plate at Intersections Toe-nailed 4-I6d I joints - each side 51MP50N L5TA 30-186A. Stud to StudFace-nalled Ibd 24" o.c. RIDGE STRAPS AT EA. ��� 130o&[n�Oo m L°aM EHUE Header to Header Face-nailecl 2-Ibd I6" 0.6. alonci ed es O L A Z I NO N 0 7 5 . 2" x 8" RR ® I6" O.G. RAFTER. gyp,, G3OWCEG3G;]CaDD 9 mm wmC3 9gOfl Top or Bottom Plate to Stud nd-nalled 2-I6d per 2x4 stud OR 00 022.@°g6's 3-I6d l2er 2x6 stud TYP. ROOFING / \ 4-I6d per 2x8 stud �� �� WINDOWS / SL. GL. DOORS AS MANUF. BY ANDERSEN STORMWATGH W/ 1" MIN. AIR SPACE 2x4 GOLLAR TIES AT Bottom Plate to Floor Joist,Band oist,Fsd oist or Blocking ace-naleed) 2-16d per foot INSUL. GLASS, IMPACT RE515TANT 4 DESIGN PRE55URE RATED AS REQ'D ABOVE INSUL. 16" O.G. �" DOWN 13 FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- BETWEEN RIDGE AND PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16 THICK. GEILING .JOISTS. Joist to Sill, Top Plate or Girder Toe-nailed 4-8d 12or Joist INCLUDE ATTACHMENT HARDWARE: Brid 1nq to Joist (Toe-nailed) 2-8d each end 2 1/2" NO.& WD. 5GREW5 0 16" O.G. F/ SPANS LE55 OR EQUAL 4 + + ��(2ED �C : Blocking to Joist Toe-nailed 2-8d each end ® 10" O.G. F/ SPANS BETWEEN 4 4 b FEET, 1/2" G.W.B. + + Blockin to 5111 or T612 Plate Toe-nailed) 3-Irod each block AND a 12" O.G. F/ SPANS BETWEEN b t 8 FEET. + + Ledger 5trt to Beam Face-nailed 3-Ibd each oist Joist on Ledger to Beam Toe-nailed 3-Sd er oist R-2 INSUL. SHEATHING Band Joist to Jolst (End-nailed) 3-I6d er Joist BUILDER TO VERIFY B CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS (OPTIONAL..) n n ^tA Band Joist to 5111 or To Plate Toe-nailed 2-Ibd per Joist WITH OWNER. R-IQ ROOF SHEATHING TION: PROV. I"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTAGH STRUCT. INSULATION Structural Panels lbd b" ed e /b" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLA5TIG INSERTS TO PROTECT t ' Diagonal Board 5heathInq FROM WEATHER, ETC. (VERIFY DETAILS) I"xb" or I"x8" 2-8d Iper support - 1"x10" or widesupport . 3-8d per GEILIN6 SHEATHING sum Wallboard 15d coolers 7" ed e / 10" field 7 1Y P• INUL• RAf=7r R Structural Panels WALL SHEATHING 8d 6" ed e / 12" field D SIOIC17IA . -O U�� � Fiberboar Panels '7/16" bd 3" ed U��V e /b" field o 25/32" 8d 3" ed e /6" field AMERICAN FOREST AND PAPER ASSOGIATION (AFS PA) WOOD FRAME GONSTRUGTION MANUAL FOR C-Alpsum Wallboard 5d coolers 7° ed e / 10" field ONE AND TWO- FAMILY DWELLINGS. (2015 EDITION) 8-7-Icl 155UED FOR PERMITS Hardboard Sd 6 edge 12 field AND GON5TRUGTION. Particleboard Panels 8d 6" ed e / 12" field Diagonal Board 5heathln 1"xb" or I"x8" 2-Sd per support GROUND SNOW LOAD 30 P5F I"xl0" or wider 3-8d per su ort FLOOR SHEATHING WIND SPEED : MATTITUGK 130 MPH (3 SECOND GUST) DOUBLE TOP PLATE Structural Panels WIND EXPO50RE CATEGORY B ( SUBURBAN, SEMI-WOODED) I" or less 8d 6" ed e / 12" field SEISMIC DE51ON CATEGORY G reater than I" 10d b" ed e / 6" field Dia onol Board 5heathin WEATHERING AREA SEVERE 1"xb or I'x8" - per support x O or wider 3-6d per support iCE SHIELD YES MAINTAIN I" CLEAR HEADER ROOF SHIN6LE0 FROST LINE DEPTH 3'-0" FOR VENTILATION. Asphalt roof shingles Galy. stl. min. 12 qa. shank w/ a min. 3/8" dna. head. fastener shall enetrato TERMITE AREA MODERATE TO HEAVY NOTCH RR F/ FULL HEIGHT P 9 through the roof►r�g materials and a min, of 3/4" into roof sheathinand shall DECAY AREA SLIGHT TO MODERATE SHEATHING STUD roofing manufacturer and provide no less than 4 fasteners or stri shin le. Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing Is nailed WINTER DESIGN TEMP 11 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. JACK STUD HEADER TO STUD: BY 51MP50N L5TA21 CONNECTOR s when wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be ® I I® �y W/ I6-I00 FASTENERS reduced to I-I6d nail per foot. I �4 I d R-30 IN5UL. R302A Wall and ceiling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wali and Gelling finishes shall WINDOW SILL have a smoke-developed Index of not greater than 450. TYP. ROOF. TIES: PLATE 51MP50N "WZ" Y ,® 8302.14 Combustible insulation shall be separated a minimum of 3 inches from CONNECTORS ® 16" O.G. STUD TO PLATE: OFNERAL ll��l recessed lighting fixtures, fan motors, and other heat- roducln devices or U.N.O. „ „ 9 9 P 9 51MPSON HDU5 UPLIFT separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting Installed in the building thermal envelope shall meet the CONNECTOR W/ " DIA. I. All work shall comply with the 2015 Inte~rnotlonol Residential Code for one and requirements of Section NI102.4.5 TYPICAL IN CORNERS two family dwellings, the 2015 Wood Frame Construction Manual and the A5CE-7-05. 8308 Glazingat hazardous locations shall have glazing protection in conformance OF BUILDING AND AT Contractor shall coordinate any and all inspections as required to obtain certificate g g P BOTTOM PLATE ENDS OF SHEARWALLS. with r308. In general, glazing in all doors and fixed side panels, Glazings less than L 2.of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors to closed note 5.All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Glazings over cl square feet and less nthan l8" above finished floor. Glazing near stairwa s/landin s. See complete text of 3. All electric work shall comply with the National Electrice Code,. Electrician shall 8308.4. Glazing for specifics on locations and exceptions.9 P obtain fire underwriters certificate for all electric work and shall submit to owner, g P Provide all outlets and )unction boxes required for all appliances, pumps, equipment, 8308.6 Skylights and sloped glazing shall comply with this section and have fully etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. �,/ p /� jacks, T.V. cable jacks, atc. with owner as required for the full Installation and 7 1 F I GAL f'I AMII }�O L/ 7A I L satisfaction of owners requirements and code compliance and shall provide same. R30q Garage opening protection and separation required to be as noted and in I Architect is not responsible for electrical designs for this project in any capacity. conformance with R30c1. Garage floor surfaces shall be sloped to facilitate the 7)00'1=. ®® Y`A'L� G•�• '� 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing installations Including but not limited to fixtures, trim, accessories, etc. and requirements for water enipopening .1 All emergency escape and rescue openings shall have a "minium net clear H service and domestic hot water. Architect is not responsible for any plumbing systems opening of 5.7 square feet. a minimum clear opening height, 20" minimum clear F--1 In any capacity. Contractor shall provide sanitary system In accordance with the opening width, 44" max still height, W owners approved site plan and shall coordinate all inspections required for approval of same. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL I� Contractor shall provide surveyor with Information as required. CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT F--•I (f1 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. and Building Code and Energy Code. Contractor shall review all mechanical systems F� with owner for type of system to be provided (I.E. oil, gas, or electric hot water or 8311.7 Stairways shall not be less than 36 inches in clear width at all points above the hr-1 air, etc) Including air conditioning requirements. Architect Is not responsible for permitted handrail height and below the required headroom height. Handrolis shall not heating or air conditioning systems in any capacity. project more than 4.5 Inches on either sldeof the stairway and the minimum clear b. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, Including treads and landings, } W proceed with any of the work. shall not be, less than 31.5 Inches where a handrail is installed on one side and 27 �..� (�/ Q 7. All site work Including sanitary system, utilities, easements. setbacks, elevations, inches where handrails are provided on both sides. The maximum riser height shall be Q Z drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the 8.25" and the minimum tread depth shall be cl" in conformance with 8314.2. Minimum ((�� owners surveyor. The Architect Is not responsible for site designs of any type in any headroom 6-8'. All stairs shall be provided with illumination In accordance with 1-1 {- ks) capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair - LU 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. TYP. ANCHOR BOLT: 1--� F-- TYP. HOLDDOWNS: 1-i O the type of work being performed. All contractors shall maintain liability insurance and 5/8"DIA. 48" O.G. � �-- workers compensation insurance to connection with all work being performed In 8311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 inches, COORDINATE PLACEMENT BY SIMPSON, H02A CONNECTOR W/ �D v Z project. respectively, measured vertically from the nosing of the treads shall be provided on W/HOLD DOWN BOLTS. VERIFY 14-5053 5GREW5 (OPT) AND EXTENDED ks) Q. All materials, systems, equipment, fixtures, etc. shall be installed in strict at least one side of stairways. All required handrails shall be continuous the full BOLT TYPEEMBEDMENT,REBAR 5/8" BOLT FROM END WALL compliance with the manufacturers written specifications and installation instructionslength of the stairs with two or more risers from a point directly above the top riser ETC. BEFORE CONSTRUCTION (SEE FND. PLAN FOR LOGATINS) �,I I_ 7 NO 1LU Including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be 1-4" x IS GAUGE STEEL 1-4" x 15 GAUGE STEEL W 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate in newel posts or safety terminals. Handrails adjacent to GOLIED STRAP WRAPPED GOLIED STRAP WRAPPED d- :D period of two years. a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the UNDER SILL AND OVER UNDER 51LL AND OVER O' Q Ii. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 EACH STUD W/ 12" MIN. EAGH STUD W/ 12" MIN. O LU for construction means, methods, techniques, sequences, or procedures, or for safety Inches minimum to 2-5/8 inches maximum. Edge radius of 1/8"• I STUD BEARING. NO. G518 I STUD BEARING. NO. G518 programs in connection with the work or for acts or omissions of the contractor, subcontractors or any person performing any of the work, or for the failure of any of 8312 Guards are to be a minimum of 36 inches (G14mm) in height. Open sides of stairs O BY 51MPSON o O BY SIMPSON o❑❑i-I them to carry out the work in accordance with the intent of the contract documents in that said responsibilty nes the sole responsibility of the contractor. with a total rinse of more than 30 inches above the floor or grade below shall have guards (each side) not less than 34 inches in height measured vertically from the 12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and nosingof the treads. (Second story guards are recommended to be. higher) O approved by owner. y g g 13. All interior finishes including but not limited to walls, flooring, tile, etc. shall beO reviewed with and approved by owner. 8314 Single and multiple-station smoke alarms shall be @ installed in each sleeping _ 14. All miscellaneous interior items including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area In the immediate vicinity of the ° � _ z °�. ° • z � � e reviewed with and bedroom, on each additional story of the dwelling, Including basements. The alarm d) 7 a 0 closet shelving, kitchen cabinets, shelving. hardware, etc. shall lo a rdevices shall be Interconnected in such a manner that the activation of one alarm will TYP. FNP. / FTG. GRADE TYP. FNP. / FTG. � 15 Whereoved a owner.fisting wails, posts etc. are removed It Is the responsibility of the activate all of the alarms to the individual unit. The alarm shall be clearly audible In all ° ° GRAPE contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all Intervening doors closed. All smoke EXP. JT. PITCH FINAL GRADE EXP. JT. p�Oeo 1Gf20 alarms shall be listed and Installed in accordance with the provisions of this code 4 AWAY FROM WALLS TYP. 4 PITCH FINAL GRADE and the household fireworning equipment provisions of NFPA72. 4" 3500 PSI GONG. SLA AWAY FROM WALLS TYP. 8315 Carbon monoxide alarms shall be installed outside each separate sleeping area ° PROJEGT5-IcI20 In the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located � �I �� � �v ' within a bedroom or its attached bathroom, a carbon monoxide alarm shall be en ° m A-►.DWG installed within the bedroom. Carbon monoxide alarms shall be listed in accordance 2"x4" 2"x4" LIVE DEAD with UL 2034 and UL 217. KEYWAY- ° KEYWAY , ° DG�LQ�M�[nvJC�#a 30 10 ROOF : SNON LOAD-12 R702.1 8702.7 A vapor retarder are required on the Interior side of frame walls In Climate °PER . 8"x16" ° 4O 10 DECKS / PORCHES Zones 5, 6, 7, 8 and Marine 4 with the exception of basement walls and below grade FOOTING,-` portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 8807.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 SLEEPING ROOMS exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTICS WITH STORAGE rough-framed openinh shall not be less than 22 inches by 30 Inches and shall be located in a hallway or other readily accessible location. A 30-Inch minimum 10 10 ATTICS WITHOUT STORAGE unobstructed headroom in the attic space shall be provided at some point above the I r I •� /� I/� / access opening. See Section MI305.1.3 for access requirements where mechanical In a ®V I�1� `I I®I�l I ® I� P�tM I I fit'✓/ V®I V I�l I ®i�t equipment is located to attic. RIOOLI Masonry chimneys shall be constructed, anchored, supported, and reinforced as required 1n this chapter and the applicable provisions of Chapters 3, 4, and 6 with 93MMET o o; 2 of 4 applicable clearances to combustibles and firestopping. 24'-0" 24'-0" I, Rrz140 Y AL 07E5: , ....,:..: ..:.:. .:.::... ..�f :'..;. ...•. •'•:. .;::.: ::: '� ; ,.. . ....; .•.:.•.. ..:. . :. ...,�.. ,. ,. II. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ; _ EXIST. WD FRAMED GARAGE 6 GONG. FOUNDATION AND ANY - I VEGETATION, TREES, DRIVEWAY, HARD5GAPE5 ETC THAT 15 NEW 8" 3500 P51 CONCRETE NECESSARY TO COMPLETE NEW WORK. CONTRACTOR SHALL BE FOUNDATION HALL RESPONSIBLE FOR THE REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERES WITH THE CONSTRUCTION OF NEW ;p WORK. NEW 2X4 WOOD STUDS ® ib" O.G. 2 MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY GQQC�Cz1�4CC�4 H/ PLYWD. SHEATHING 6YP. D SPOSEDOF f. PROVIDE R-15 BATT IN5UL. 4 2�3 RROOLam M19 LQM�[�1ML ;4 6YP. BD. (OPTIONAL). A 3000 PSI GONG. FOUNDATION I I I�IG3�MGGG[1G�LaD9 HALL TO BE 8" THK. MIN. r- b" I I OUN�ATI OIV OTE5: @0�.TRTZV316 A- BELOW GRADE H/ (2) #5 A- 3 REBAR5 TOP 4 BOTTOM N 3 SGZUfi� OOTC� NOTES: FND./ FTC.: a " PRI 60 FLANGE BY� I GONTINOU5 FTG. PROVIDE 5/8" ( ��n n o 8 THICK CMU FND. HALL (or P.G. HHERE NEVO w/TYP. ANCHOR BOLTS, L z1l�-, �OEG ® X I O ® 6'-O" O.G. REFER TO ON CONTINUOUS I6"w. x 8"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" O.G. I I A-I FOR DETAILS. I DETACHED GARAGE: BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR 501E w/ MIN. I TON FLOOR AREA: = a12.0 5.F. PER 5.F. BRC. CAPACITY. DPT. REBAR: 2-#5 BARS, HORIZONTAL - - I I ( CONTICOVENUOUS AT TOP BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3" �,�d Arl SILL/TYP. ANGHOR BOLTS: PROVIDE PULL DOWN I I I I 2-2"x b" (or 1-2x6 MIN) PRE55URE-PRE5ERVATIVE-TREATED (PPT) SILL PLATE, (PROV. TYP. SILL/VALL TIES, WHERE REQ'D) OVER TERMITE STAIRS TO ACCESS cv SHIELD AND SILL SEALER w/ 5/&"dia. ANCHOR BOLTS (`f"MIN. EMBEDMENT 1 ATTIC STORAGE I I I ( � AND 3"50UARE HA5HER5) ® 36"o.c. t 28"o.c. WITHIN 8 FT. OF CORNERS " loll NPOW 54,HEPULE AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE m PLACEMENT w/HOLD-DOWN BOLTS, A5 REQ'D. TO CONNECT TO 5HEARWALL STUD BRAGKETS. (SEE DETAILS). Q, tJy� MARK E-SERIES QTY. ROUGH OPENING?, o A o I I G.J. G.J. � I P':: I SILL/WALL TIES: d) TW21032 2 2-I i „ x3'-4j"O REQUIRED ONLY AT ROOF BEARING WALL5: PROVIDE 51MP50N 0520, d) m m m PROPOSED I ( , I (20 Gage), 1 1/4" STEEL STRAP TIES ® Ib"oc (AT EA. STUD w/MIN. 8- 8d GARAGE .•+ NAILS, EA. END) WRAPPED UNDER 8 UP INSIDE FACE OF SILL, GUT TO 4" 3500 P.S.I. .C. SLAB H/ LENGTH AS REQ'D. (SEE DETAIL) ROME EXPAN51ON A CONTROL I I HOLD-DOWN BOLT: D OlJ Eo JOINTS PER CODE H/ bXb 10/10 SIMILAR TO TYP. ANCHOR BOLT, EXCEPT 5PAGED A5 REOV. TO REINF. O b MIL VAPOR BARRIER UNDE SLAB -7I I WINDOW NOTES: ANCHOR 5HEARHALL 5EGMENT5. (SEE STND. DETAILS). GONTRAGTOR5 BARI. ALL BOTTOM OF WINDOW HEADERS SHALL BE MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO 8'-2" AFF UNLESS NOTED OTHERWISE. INSURE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (INSTEAD 8-7-1a ISSUED FOR PERMITS OF HD2A's 8 BOLTS): USE STRAP TIE HOLDOHN, 51MP50N 5THDI0 CONSTRUCTION 2. REVIEW ALL WINDOW OPTION H/ OWNER PRIOR TO EMBEDED IN FND. HALL 4 EXTENDED UP OUTSIDE FACE OF HALL A5 22 8" ( I ORDERING. REQ'D. [SEE FLOOR PLAN FOR 5HEARHALL 5E6MENT51. 3. CONTRACTOR SHALL COORDINATE AND VERIFY CONCRETE: ALL ROUGH WINDOW OPENING5 AS PER ALL CONCRETE TO BE STONE A66RE6ATE, WITH A MINIMUM (28 DAY) MANUFAGTURE5 5PEGIFIGATION5 WITHOUT 5TREN6TH OF 3000 P51, EXCEPT USE 3500 P51, FOR ALL EXTERIOR G.J. I ( EXCEPTION. USES; INCLUDING GARAGE SLAB, ETC. DROP T.D.W. DAMP PROOF ALL -8" TYP. AT I I INDICATES E6RE55 WINDOW HALLS BELON ALL DOOR GONGi� T I�IOT5: 3'-0" X b'8" INSUL. I LOCATIONS GRADE TYPICAL H.M. ENTRY DOOR W/ i. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-aa; LITE BY THERMA-TRU CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL OR EQUAL TO BE I I I rn EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. SELECTED BY OWNER �i DFIOP T.O.W. -8" TYP. AT m SLABS ON 6RADE SHALL BE NORMAL WEIGHT CONCRETE. 5OL11D P05T r I ALL DOOR LOCATIONS I I 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE TYR N INTERMEDIATE GRADE NEW BILLET STEEL GONFORMIN6 TO A5TM A-615 GRADE 60. (2) I j" x Q" LVL (2) 1j" x Ili" LVL - - - - - - - - _ _ 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 X 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 OVERHEAD DOOR T DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT N0N- BE 5ELEGTED BY 2'-10 1/2° 8'-3" I'-Q" 8'-3" 2'-10 1/2° CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLE5�5 OWNER (TYPIGAL 2) OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL 2'-0" 8'-O" 3'-O" BE IN ACCORDANCE WITH AGI SP-66. (88) 5. PROVIDE TWO #5 ALL SIDES FOR OPENIN65 IN CONCRETE WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND FLOOR FLANO U ��t A 7 I O'�I LAN OPENING; HOOK ENDS. 1 I I NOTES: 6. PROVIDE 5LEEVE5 AND BOX OUT FOR OPENIN65 FOR SCALE: 1/4" = 1'-0" 5G,4LE: I/4" = I'-O" I. FASTEN KING STUD TO MECHANICAL TRADES. OPENIN65 SHALL BE PLACED SO A5 NOT HEADER W/ (6) IGD 51NKER5. To AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. 2. FASTEN TOP PLATE TO 80 HEADERSINKER NAILS AT 5" O.G. r-RA1iiii41 NCS N07E5: TYP. W 3. WOOD STRUCTURAL PANEL I. ALL FRAMING LUMBER SHALL BE 6RADED STAMPED DOUOLA5 U W SHALL BE MIN. 7/16" COX FIR-LARGH STRUGTURAL 6RADE NO.2 OR BETTER. ~J I- PLYWD. 5HEATHIN6. 2. ALL SHEATHING TO BE APA RATED, EXP05URE I. 5/8" MIN. ZO 4. PROVIDE TENSION STRAP THIGKNE55 OR AS NOTED. Fri ol 8'-0" FINISHED WIDTH OF OPENIN6 PER TABLE 602.10.6.4 (ON 3. ALL 5UBFLOORIN6 TO BE APA RATED 5TURD-I-FLOOR. Lu OPPOSITE SIDE OF EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGE5 OF PLYWOOD TO 6 5HEATHIN . V N Z BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD C� . • 5UBFLOOR TO FLOOR JOISTS. W < a) _( ° . ' 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH IT w jL • • • DOUBLE UPRI6HT5, a'-O" AND OVER WITH TRIPLE UPRIOHT5. ALL > • • i•1:i (2) 1 3/4"x 11 7/8" LVL HEADER i•� HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON H r Z O . . . . . . . D I- 5. SOLID BLOGKIN6 SHALL BE PROVIDED FOR ALL JOISTS AND Iii < FASTEN 5HEATHIN6 TO HEADER W/ SD TYPICAL PORTAL FRAME FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-O" O.G. I- v- Q • COMMON OR 6ALVANIZED BOX NAILS CONSTRUCTION PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. ^ Lu - 0 IN 3" GRID PATTERN AS SHOWN. b. DOUBLE FRAMIN6 AROUND OPENIN65(skylights,stairs etc.) OR AS NOTED ON DRAHIN65. HEADER TO JACK STUD STRAP PER 1. DOUBLE UP FRAMIN6 ON ALL POSTS AND PARALLEL PARTITIONS I- 8602.10.6.4 ON BOTH SIDES OF OR AS NOTED ON DRAWINGS. < o z X OPENIN5HEATHIN6.G OPP051TE SIDE OF IF NEEDED, PANEL SPLICE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH � Q ED6E5 SHALL OCCUR OVER O RATED 6ALVANIZED METAL CONNECTORS BY "51MP50N" OR d -J _O N \ 1 AND BE NAILED TO COMMON APPROVED EQUAL. O Q O p 7 OL MIN. DBL. 2"x4" FRAMING COVERED BLOCKING WITHIN THE MIDDLE a. PLYWOOD SHEATHING TO BE NAILED WITH SD ® 4" O.G. N Q/ WITH MIN. 7/16" THK. PLYWD. 24" OF THE PORTAL LEO EXTERIOR EDGES AND 6D o 12" O.G. INTERMEDIATE. p O - - 5TRUGTURAL PANEL 5HEATHIN6 WITH HE16HT. ONE ROW OF 3" O.G. 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND lz' O SD COMMON OR GALVANIZED BOX NAILING IS REQ'D IN EACH 00 STUD WITH 6ALVANIZED HURRICANE TYPE H7 CONNECTORS BY O NAILS AT 3" O.G. IN ALL FRAMIN6 PANEL EDGE. "SIMPSON" OR APPROVED EQUAL. (STUDS AND 51LL5) AS SHOWN. 11m O 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI a O MIN. LENGTH OF PANEL PER TABLE SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL 8602.10.5 JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS a 0 MIN. (2) 1/2" DIA. ANCHOR BOLTS RECOMMENDATIONS. HEB 5TIFFENER5 SHALL BE REQ'D AT ALL INSTALLED PER SECTION R403.1.6 W1TH LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-3/4" LVL IQ20 2" x 2" x 3/16" PLATE WASHER RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, ANCHOR BOLTS PER STORAGE, AND ERECTION OF GOMPONENT5 SHALL BE AS PER SECTION R403.1.6 < ,t MANUFACTURERS RECOMMENDATIONS. @M� ����° pROJEGTS-1x20 4 i�. •i� ° 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROHS OF 1/2" DIA. ° A-2.DW6 MACHINE BOLTS ® 12" O.G. .IL_ - a _�� .. 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. < ° ° ' 14. BRID61N6 TO BE PROVIDED FOR ALL JOISTS AND FLOOR ° BEAMS, 5PAGIN6 NOT TO EXCEED ROOF IN C-7 NOTr=5: I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINGLE5 BY TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" FO TL 1 / OA AO CCROF N1N GDX. PLYWOOD. 2. PROVIDE 6RADE ICE 4 HATER SHIELD AT LOWER 36" OF ALL SCAL E: 1/2" = I'-O" SLOPED ROOF AREAS AND AT ALL VALLEYS. �aCC4 aooa 3 0f 4 RIDGE HT 8" FAGIA BOARD I6'-4" w/ 2" TRIM RIDGE VENT 12 �� " GDX PLYWD. 6� �6 RIDGE HT SHEATHING w/ 15 2x10 I6'-4" MAX LB FELT RIDGE dlov G° o Fammo G° oD.M. 2x6 FAGIA BEAM M12MMOU 2x8 R.R. T.O. PLATE ALUMINUM 16" O.G. 2 19 QOQU�:IOO m La EHMC� ABOVE T.O. GUTTER TO BE 12 12DW[9D2G [E&99 MW �T PM FOUND. 5LECTED BY OWNER 4" VINYL CORNER VINYL 51DINO A5 BOARD BY SELECTED BY GERTIANTEED OWNER ,1 " PRI 60 FLANGE ^ OR EQUAL BY 6EOR6A XVED �fy� PACIFIC © 16" O.G. — — — — T.O. WALL AFF " x8 INSULATED OHD IS"x 8'-0" x 7/16 8 " T.O. WINDOW A5 SELECTED BY WOODSTRUGTURAL \ 7'-4" AFF. 10 H. PANEL 5HEATHIN6. OWNER (TYP. 2) REFER TO DETAIL VENTED VINYL; 3/A-2. SOFFIT LINE OF O.H. ANDERSEN WINDOWO DOORS MODEL No. TW21032 `) 2X4 WOOD FRAME Q o WALL @ 16" O.G. W/ (2) 2X6 SILL PLATE I W/ TERMITE SHIELD vTYVEK WRAP AND VINYL HIDING. 5-7-I,1 155UED FOR PERMITS 8 LINE OF TOP CONSTRUCTION. T.O. FOUND. OF O'-8" AFF. FOUNDATION T.O. GONG SLAB GRADE O'-O" AFF. R1D6E HT 6 O _z a 12 12 8 FAGIA BOARD 4" 3500 P.5.1. P.G. SLAB W/ a m 8� �b w/ 2" TRIM �• . 3000 PSI GONG. FOUNDATION WALL EXPANSION AND CONTROL • TO BE 8" THK. MIN. 36" BELOW GRADE JOINTS PER CODE W/ 6X6 W/ (2) #5 REBAR5 TOP 4 BOTTOM ON 10/10 V4-4M REINF. ON 6 MIL 2x8 FAGIA GONTINOU5 FT6. PROVIDE 5/8" X I6 VAPOR BARRIER UNDER AB @ 6-0" O.G. REFER TO A-1 FOR SLAB T.O. PLATE DETAILS. L -0" �—ALUMINUM GUTTER TO BE TIED INTO 51TE DRAINAGE. REFER TO 51TE PLAN AT DW6. A-I 4" VINYL CORNER I ® I �► BOARD BY GERTIANTEED OR EQUAL ORAD 7"'rFIGAL NOTES: EXT. WALL: AE57 (REAR) ELEVA.710N 2"xb" STUDS ® 16"o.c. AT V HT. w/ R IN5UL. SHEATHING: 1/2" MIN. COX f PLYWOOD, EXTEND TO COVER FULL TOP, SOLE d SILL PLATES. THEN COVER SCALE: 3/16" = 1'-0" w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 5IDIN6/REGMT5. 4 ALL FIN15H TRIM (AS APPROVED BY OWNER). W ROOFING: Q Lu ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINOLE5 (A5 SELECTED \J N � BY OWNER) OVER 15 LB. FELT $ 3/4" MIN. GDX PLYWD. SHEATHING. USE 6 NAILS PER 5HIN6LE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. W < O FROM ALL ROOF EDGE5/BREAK5. ALL FASTENERS 4 FLA5HIN6 TO BE D } — Z GORRO51ON RESISTANT. cn t ROOF TIES: H 30 YR. ARCHITECTURAL 30 YR. ARCHITECTURAL PROVIDE SIMPSON, 0520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH Q Z Z ASPHALT SHIN6LE BY ASPHALT 5HIN6LE BY END OF STRAP, AT EACH RAFTER a 16"o.c. USED TO TIE ROOF RAFTERS TO RIDGE VENT GERTAINTEED. COLOR TO RIDGE VENT GERTAINTEED. COLOR TO WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF 5TUD5 d RAFTERS FORC!IF- /-' BE SELECTED BY OWNER. BE SELECTED BY OWNER. CONNECTION OF TIES. - -- - - _ HALL TIES: c - REQUIRED ONLY ON (2 STORY HTS ROOF SUPPORT WALLS -. WHERE UPPER < ts) E- LEVEL STUDS AL16N WITH LOWER LEVEL STUDS: TIE STUDS T06ETHER w/ 51MP50N C520 STRAPS ® 16"o.c. USE MIN. -7-8d NAILS, EACH END OF STRAP. O I— ^< O Z 2x6 FACIA 2x6 FAGIA (SEE STANDARD DETAILS, DWG. I). 1-� Q O SILL/WALL TIES: Q T < -- - REG'D. ONLY AT WALLS 5UPPORTIN6 ROOF STRUCTURE : USE SIMPSON G520, > 20 GAGE STEEL STRAPS a 16"o.c., GUT TO LENGTH AS REG'D. FOR 7-8d NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUTSIDE FACE OF �4 O PROVIDE PROVIDE WALL, IN LINE w/ 5TUD5. (5EE DETAIL, DW6. 1) � CONTINUOUS CONTINUOUS HEADER: VINYL VENTED VINYL SOFFIT SOFFIT MIN. HEADERS. 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 Q O Q WALL5/PARTITION5, UNLE55 NOTED OTHERWISE (U.N.0). SPANS OF @6'-0" AND OVER; SUPPORT w/ DBL. STUDS, W-O" AND OVER; SUPPORT @ e w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) [� v FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF 5TRUGTURE. DOUBLE HUNG F/!SG I At/ SOFFIT: G�G30d C C�4#0 1,120 — — WINDOW BY — I"xb" FASCIA w/ E SUB-FASCIA (A5 NEEDED), SOFFIT: MATERIAL (TBD) w/ — — ANDERSEN CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. VER5ATEX TRIMBOARD (or equal) AND/OR T467 WOOD TRIM AS SELECTED. (�Q oD �D��o PROJEGT5-1,120 3'-0" X' 6'8" IN5UL. H.M. INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. A-3.DWG ENTRY DOOR W/ LITE BY THERMA-TRU OR SUB-FLOOR: EQUAL 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOGKING, GLUE 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMING. - (VERIFY SPECIFIC UNDERLAYMENT REGUIREMENT5 FOR ALL FIN15H FLOOR MATERIALS AS / I SELECTED BY OWNER). RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. 1" e-RIM _ BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;USE V4" RIM BOARD. SCALE: 3/16 I -O SCALE: 3/16 I -O ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. UW ov Ka-13 4 of 4 w