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HomeMy WebLinkAbout37436-Z t�gUFFaj,f Town of Southold Annex 5/21/2013 =off COGS P.O.Box 1179 54375 Main Road co rh oy � � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36246 Date: 5/21/2013 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 245 Wavecrest Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 100.4-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed dated 7/25/2012 pursuant to which Building Permit No. 37436 dated 8/10/2012 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: ADDITION TO EXISTING SUNROOM TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Contoveros,Paul&Contoveros,Aspasia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37436 05-16-2013 PLUMBERS CERTIFICATION DATED AuAsoxfzed Si ture Yam" TOWN OF SOUTHOLD �gUffO(�� a BUILDING DEPARTMENT 3 y 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 #: 37436 Date: 8/10/2012 Permission is hereby granted to: Contoveros, Paul & Contoveros, Aspasia 21-61 38th St Astoria, NY 11105 To: construct a minor addition (sunroom extension) to'an existing dwelling as applied for At premises located at: 245 Wavecrest Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-13 Pursuant to application dated 7/25/2012 and approved by the Building Inspector. To expire on 2/9/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $250.00 CO -ADDITION TO DWELLING $50.00 Total: $300.00 Building Inspector Pad Form No.6 TOWN OFSOUTI OLD. 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 neiv buildmi g or now-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 Depk of water supply and sewerage-disposal(S-9 form).. 3•. Approval of electrical installation from Board of Fire Underwriters. 4. Svsrorn statement from plumber certifying that the solder used.in system contains less than 7110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a.certificate of Code Compliance•frorn 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)ri-on-conforming uses,or•buildings'and"pre-existing"land'uses: 1. Accurate survey o€property showing all property lines,streets,building-and.unusual natural or topographic featureg. 2_ A properly epmpleted application and consent to ins_Oct signed-by denied, the Building Inspector shalt state the reasons therefor in writing po the applicant.Certificate of Occupancy is Fees 1. Certificate of Occupancy- New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.0a, Swimming pool$50.00,Accessory building$50.00,Additions to accessory. building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Preexisting Building- $100.00 3_ Copy of Certificate of.Oecupaincy.-$.25 4..- _Updated Cettificat-e of Occupancy- $50.00 • 5. Temporary Certificate of Occupancy-Residential$15.00-,Conirnereial$15.00 / Date. lew Construction: V Old or Pre-existing Building: (check one) ration of property. ' „2L A)At/e ef A�,j House No Street . Hamlet ►wnir or Owners of Property: �/ta�� affolk 4:ounty Tax Map No'1000, Sectionzn Block—. / Lot 3 abdivision Filed Map. Lot: omit No. Date of Permit._ Applicant: ealth Dept.Approval: Underwriter's Approval: tinning Board Approval: Nuest for: Temporary.Certificate Final Certificate: 'V (check one) .e Submitted. $ Applicant Sitnat -e g�lFFQ�� Town Hall Annex �p� COGS Telephone(631) 765-1802 54375 Main Road o Fax(631) 765-9502 W z P.O. Box 1179 G Southold, NY 11971-0959 y�j0� �.ap! roper.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Contoueros Address: 245 Wavecrest Ln City: Mattituck St: NY Zip: 11952 Building Permit#: 37436 Section: 100 Block: 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock ri Exit Fixtures TVSS Other Equipment: SUN ROOM Notes: Inspector Signature: Date: May 16 2013 Electrical Certificate.xls o�yc0 ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION ' . [ FOUNDATION 1ST [ ] ROUGH PLBG.- [ ] FOUND ATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA UG [ ] ELECT ICAL (FINAL) REMARKS: DATE INSPECTOR OE SO(/T�o� � ' �3 �y�OUNi`I,� -TOWN -OF S.OUTHOLD BUILDING DEPT. 765-1802 INSPECTIONI. '� :� . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY:, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: La DATE 10 INSPECTOR OF SOpT�Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION � , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LI ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l v INSPECTOR` pF SO(/T�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR S: `3o L l ec G. DATE �`� l� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION " [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION .2ND [ ] 1 LATION: [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE A CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE % INSPECTOR SOUjyo� �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �"LECTRICAL (FINAL) REMARKS: DATE INSPECTOR 1 W` 7a�;7� �o��pf SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -6��Q-,,,<,,�, DATE 7113 INSPECTOR FIELD INSPECI'7gN REPORT DATE CO NTS L W FOUNDATION(IST) W S' C FOUNDATION(2ND) � I ROUGH FRAMWC& H PLUM E'qG INSUL•ATION PER N.Y. '"3 STATE ENERGY CODE r FINAL ADDITIONAL COMMENTS V-13-iL fd g/e&A �ri'h� 4- b �c (Fa�00 /� p 0 G Z � m TOWINT OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Boar approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 37 L Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20J_2 Storm-Water Assessment Form Contact: Approved 20� Mail to: Disapproved a/c Phone: Expiration 20 1 Building Inspector APPLICATION FOR BUILDING PERMIT Date Pe , 20 f 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 agr s, ordinances,building code,housing code,and regulations, and to admit authorizedim e o re 's a i for necessary inspections. JUL 2 5 2012 � � (Signature of applican or name,if a corporation) w � ti BLDG.DEPT. TOWN OF SOUTHOLD (Mail' address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on thf tax roll or la est deed) If applicant is a corporation, signature of duly authorized offs r (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. r Other Trade's License No. 1. Location of land on which proposed work will be done: L) - House Number Street „H 1 County Tax Map No. 1000 Section Block t Lot (� Subdivision Filed Map No.I Lot 2. State existing use and occupancy of premiss and intended use and occupancy of proposed construction: a. Existing use and occupancy � 0 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Dwd. 40"a 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. t i � 7. Dimensions of existing structures, if any: Front Rear � Depth 0 Height i 1 Number of Stories T 1 t Dimensions of same structure with alterations or additions: Front 4 Rear Depth Height �oi Number of Stories ter, 8. Dimensions 6f entire new construction: Front e� i I Rear 4�g7 11 Depth t Height 4��z ' _Number of Stories 9. Size of lot: Front Rear G]y*;7e Depth 10. Date of Purchase j r®J' 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._ZWill excess fill be removed from premises?YES NO 14.Names of Owner of premises i ddreiis"- one o.1 i 7° Name of Architect Address .O, r hone No l Name of Contractor Address P. 'Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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 fines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on urvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this- / day of 416 20 /oZ Notary Puublliio State of Naw Notary Public 4ualiffeNO; ISS613159Uffolk my Signature of Applicant trOfllInIOSIOn E%plres August 06,2k4 Town of Southold - Chapter 236 - Stormwater Management tr�l� SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL I NFORMAUON: (AU Requested Information is Required for a Complete Application) APPUCANT NAME: Owner-Agent-Consultant-Contractor or Other CirdeOne I ( ) Property OWNEft:(B Different than Applicant) i dress: Address: elep o' Faxes, � � i Telephone ik Faxtk i E-Malt E-Mail: I Property Address: Brief Description of Construction Activity,Proposed Structural Bhft SoR I &M L#: 1.000 I GO �_ Staba)tzahon BMPs,Project Scope and/or Sequence of Construction Activity n)sblat section ,bkelt `'of` (PtorideAddNonai Pages a3Needed) Name of Contractor and/or Contact Responsible for Implementation of SWPPP: Addre Telephone l) g Faxik --------- --- -------- --- f t i E-Maw -------=-^----^----------------- ____ ! i • Ir --- ----------------------------------- Name of Penons'Responsible for in Uon 3 M?Intenance of Erosion Control Practice; , �Lvv. -------------------------------------------- I Telephone g: Fax r E-Mail �� -------------------------------------------- ' ! Total Areal of Alt f� --------------------------- /�1 Total Area of Land Clearing Project Parcels: �a� and/or Ground Disturbance: ®© (SF.rA—) -- ______________ Project Duration: Start End -_--__________________^ .. (Antidpated) .� _ _ �Date:OKI — Date: t n t � ; �• !/ {Number d Glendar Days) � __._..________._'- ... .-_ • I this Project Disturbe five(5)or More Acres at ------ -------------------------------------------- Will ' Any One Time During the Proposed Development? Yes No -------------------------------------------- It YES:Please Answer the Followingl 1 -'__-------'----------------------------------- ! i a. Does the Applicant have.a Qualified Inspector On Staff To Conduct the Required Inspections? Yes No i b_ Does the SWPPP Indicate HOW Frequently-the Site :� List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No I I i 0 ------------------------------------------ c. Does-the SWPPP Adequately Identify All Temporary = ------ IStaba6zationMeasures? - Yes No `---------------------------=------------------- and/or Permanent So i I d. Does the SWPPP Adequately Identify aComplete ------------------------------------------------- 1 I Project Phasing Plan? Yes ►o e. Does the SWPPP Indicate Add' Site Specific Status of Impacted Walertrody(eq.'TMDL,303(d)Listed,Impaired-) I 0 0 Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Fresh—terWeU Of Intent and SWPPP Acceptance Form for Review (� (� -d-) 1 by the Town of Southold? Yes No I I ------------------------------ � I S'1 A7E OF NEW YORK, COUNTY OF...........................................SS I Tbat I.............. duly deposes and says '• ;f;�ei;aj i�• being Y swornr dPo g ys that he/she is the applicant for Permit, And that he/she is the ......................................... (Owner,Cano-ador,Agent,Corporate Offixr,etc-) Owner and/or representative of the 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 1 that the work will be performed in the manner set forth in the application filed herewith_ j I Swom to before me this i ......................... ..................................,20.�_AZ Notary Public: _ .... ---------- ... _ SWPPP AssesAment FORM: 03-12 CHRISTY SEYMORN Notary Public,State of New York No.01SE6131594 Qualified in Suffolk County COMMISslon Expires August 06.'20J.8� � a Town Hall Annex 1 (; Telephone(631)765-1802 54375 Main Road ax(631)765- 5 P.O.sox 1179 rouer.richert .tvwn.sout�io1d nv.us Southold,NY 11971-0959 BUILDING DEFARTMENt' TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:. ojj/}-e� Date: �S Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: Ac�ID� C©o4o e ,p *Address: a�IS GJE't"2C �i *Cross Street c� *Phone No.: I r q 8 Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Poo�-t. AcO L in kT:�Ycks o_ (Please Circle All That Apply) *Is job ready for inspection: YES/ O Rough In Final *Do•you need a Temp Certificate: YES/0 Temp Information.(If needed) *Service Size: 1 Phase 3Phase 100 150 200 3.00 350 400 Other *New Service: Re-con Undarprniindplu f Meters Change of Service Overhead Additional Information: E C E D DUE WITH APPLICATION lt BLDG.DEPT. .82=Request for Inspec TOWN OF SOUTHOLD �/ l J r + • ti r + e _ s t f U• 1 SITE SURVEY � 1W� U W > MAP OF PROPERTY ►—� o SITUATE: MATTITUCK TOWN OF : SOUTHOLD c SI 5 o,-� U S UFFOLK COUNTY, NEW YORK OJg • >' N { S. C. TAX No. MAP— 1000 — 100 — 1 — 13 z N CERTIFIED TO: CONT 0 VER 0 S , a 0130 UAWw SURVEYED MAR. 22, 1968 3�� �1 WON o � AREA = 25, 516 S.F. SCALE 1 " 1 6 ' ..;S�\\ �� INFORMATION TAKEN FROM SURVEY PREPARED BY ADAMS W. YOUNG LAND SURVEYOR RIVERHEAD, L.I., N.Y. DATED MAR. 22, 1968 �+ W W O- � U0: 'Z 0 WW D z C1) W N PROP. NEW STAIR O PROP. 4' EXTENSION TO EX. SUNROOM W EXISTING EXISTING 0 SUNROOM �14.3 U Z � o < EXISTING 1 STORY IHISE.—) AND GARAGE U 17.4' 20.8' EXISTING N WW p WW .O 00 63.5' �' w w 0 0 z z .0 , OII`n' J,� . � w w 0 24 �l V Y ---. - U) CA 8 1 5 7 g cn cn 7 r 'r� D W �O N V ` , :J �. ,, T r � Og (0-81 z6g _ 3 4 SCALE: �2 • 1"=20' c i �— 3 R OFFICESET DWG. NAME: 1 PROPOSED SITE 000 N ? 3 7. 19. 1 2 PLAN•�A Og -T THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: S ARE THE SOLE PROPERTY OF THE ARCHITECT.NO /� PX REVISIONS CHANGES AND/OR MODIFICATIONSSITE GSHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A BY THE ARCHITECT. ANY REPRODUCTION PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. . \ W GENERAL NOTES ELECTRICAL LEGEND PLUMBING LEGEND DOOR SCHEDULE NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, W CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. 1. ALL WORK PERFORMED SHALL BE IN C:.OMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & ® OVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTIN FIRST/SECOND FL.- EXTERIOR DOORS - PELLA- "ARCHITECT SERIES" U.O.N. ~� Z STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. P IN ED ON CONSTRUCTION PLANS. FOLLOVN ALL NE ARY T M"� \ 0 2. BEFORE COMMENCEMENT OF WORK„ THE GEN'L. CONTRACTOR SHALL IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. N.Y.S. A CAL PLUMBING CODES THAT APPLY T ORK TO BE DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: v FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL COMPLETED. IDS ALL NECESSARY DRAT VES FOR O 3'-0" 7'-0" MET./GLASS RIGHT SUNROOM WINTERIZATION. RE CONSTRUCTIO NIS FOR FIXTURE TYPES. � � N INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL WASTE LINES ARE TO SU D WITH SOUND ATTENUATING O ') RELOCATE EX. DOORS TO NEW LOCATION D RAW I N G LIST ` V) a` OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. INSULATION (TYP. ALL AREA � Z ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. p ^ 3. THE CONTRACTORS SHALL BE RESPOINSIBLE FOR ALL DIMENSIONS AND ® 3'-0" 7'-0" MET./GLASS RIGHT SUNROOM RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. U CONDITIONS ON THE JOB. THE ARCHITE:CT MUST BE NOTIFIED OF ANY ® PROVIDE FROST F HOSE BIBS. o VARIATIONS FROM THE DIMENSIONS SHIOWN. HB EXIST. DOORS TO REMAIN. A-1 COMPOSITE CONSTRUCTION PLAN O � N NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. A-2 COMPOSITE FRAM I NG/ELEV. PLAN ` z °' ON THE DRAWINGS UNLESS OTHERWISE NOTED. Zoc 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING A-3 BUILDING ELEV./SECTION PLAN AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 4) DUPLEX ELECTRICAL RECEPTACLE a BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO T ` \ TO ALL APPLICABLE CODES. Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE v 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS 4)GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT CONSTRUCTION LEGEND WINDOW SCHEDULE RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL $ WALL SWITCH INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 3-WAY WALL SWITCH 4-WAY WALL SWITCH ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT x THIS CONTRACT UNLESS OTHERWISE NOTED. �3 ® NEW EXTERIOR PARTITION - 2"X 8" WOOD STUD WALL W/ 1/2" CDX � 0 00 RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAIPPED &TAPED). SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, U = N 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES PROV. SIDING TO MATCH EXISTING. p .� CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED CEILINGCEILING MOUNTED JUNCTION BOX t&TRUE SCENE SCREENS �� p r BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. ® NEW INTERIOR PARTITION - 2" X 4" WOOD STUD) WALL W/ 1/2" CDX \ 1 \\ 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS /SUBSTANTIAL JB WALL MOUNTED JUNCTION BOX INTERIOR SIDE - 1 LAYER 1/2" GYP. BD, SCREWED/TAPED BOTH SIDES. ROUGH ROUGH ANDERSEN REFER. NO. OPENING OPENING QUANTITYMISC. NOTES \\\\\\\ \\\\\\ INTERIOR TRIM -TO MATCH EXISTING. \�g�\\\ CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY WALL MOUNTED DUAL SPOTLIGHT WIDTH HEIGHT \ \° \\\\ OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. \� .\ JB \ \\ PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL AO VELUX SKYLIGHT, MANUAL OPERATED/FLASHING \��� 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT KITCHEN WALLS AND CLGS. �O��o ' �\ PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. \\\ \\\ F WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. MODEL VSE MO 8 \� \ \ N \\��\ \� JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG S. FOR SIZES. INTERIOR PAINT-TO BE BENJAMIN MOORS U.(O.N., ONE COAT PRIME NOTE '\' Ex EXISTING TO REMAIN. 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONTT. GRADE OR EQ. &TWO COATS SATIN FINISH COLORS T.B.D. BY'OWNER U.O.N. ALL \\\ TRIM TO BE SATIN FINISH, KITCHEN PAINT TO HAVE MILDICIDE ADD. \\\ �\\ ADDITIVE. NOTE: PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION p\11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. \. � �� \� G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. \Q 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL FVVM HARDWOOD FLOORING - EXISTING TO REMAIN, IF DAMAGED, SAND & CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE \\�\�,\ EX. FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). DOORS PRIOR TO ORDERING. DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY \\�� \\ WORK SUCH AS BUT NOT LIMITED IN MILLWORK,NEEDTSPRINKLER SYSTEMS G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ® CARPET TO BE SELECTED AND PURCHASED BY'OWNER. OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. ARCHITECT PRIOR D PR C�DINC�WITH THE WORK. �- uP 21 Lli 11 I J I J V-0" W. "SONOTUBE" 3' FROP_OSED D. P. CONC. FOOTING. U Z s„ �'_ �'�:� �- �' ''I (TYPICAL 6 FOOTINGS) v I.F 3' D. LANDING t.- 7A71 - -0"W. X 2'-O"W. X 1'-0 1 �D. P. CONC. FOOTING. — _ - EXISTING DDE INRSTAL D RAILING. I: ;•..;' — — — I (TYPICAL 6 FOOTINGS) O N RAIL( s° �'-•"`"�- — s=sT — �•"''J 6'-6" ��-2" 6" X 6" ACQ. COL. ABOVE 12" DIA. w �- — — _ _ _ — — — — — — — — MODIFY AS REQ.D v.LF.� v.l _ v.LF. V.I.F. I P. CONC. SONOTUBE COLUMN. -4'�� (TYPICAL 6 FOOTINGS) _ Y V.I.F. .- E' :'' ' — — — —h'•;' :. 1- - — . —k':+ ' — 1' 6" W X1' 6"W X1' 0' I .. — — — F..,. �.• . . _ = — —r: •. _I— Z =_r � :I= Z= _ ;:I 5 - - - - -- � , ;/i-- / / RE-ATTACH RAIL AFTER EXIST. CONC. FOOTINGS NEW CONSTRUCTION. O L'_�•i•sJ�---�-- -�_� -.. _:'1 �'' -:J TO REMAIN. (TYPICAL) I L --� O L---� 1 L---J O L (TYPICAL) } , I W V I F. i - ------i i 4'-7" ' oosI- vIF. . =T=__=.ri �^ -- -T-, r� r , r_ r--� --� F -I Q rl �I f��� Fl�' ./���� r _ L ER / ��� I/ Q I ( 1 ( 1 I ( 1 I I Q z W Z f-- = - --- = 7 _ I_ W L� pT I W / / / / / / / / / / / / / / / / / / / / / / ' / v! /. yam. T ./� . /� /. ./--< . .—/ ./— — — — — — — — — . — . —, REMOVE EXIST. WALL I Ex. I r \ ( F \ EX. WO rn DOORS AND RAILING. 1 7�-H�� � \ � � \ � V J PROTECT FOR RE-USE. u I u 3R PROPOS D I �� I� /' JB/F �O I 3R Z Ll.- ' PROV. TEMP. SUPPORT. (TYPICAL) L . — J J EXISTING DECK (TO REMAIN) I LAISTING DECK (TO REMATN—) - 0 a. n C) 0 Lu C) UNHEATED SUNROOM LL REMOVE EXIST. ROOF THIS AREA. PROV. TEMP. SUPPORT AS REQUIRED. NOTE: AFTER DEMOLITION, NOTIFY I \ ARCHITECT FOR FIELD INSP. C. ��',',' EXISTING RESIDENCE TO REMAIN EXISTING RESIDENCE TO REMAIN r: �'_•�'�:J� 2'-0" W. X 2'-0"W. X V-0" L D. P. CONC. FOOTING. I hh (TYPICAL 7 FOOTINGS) ftr`I � jN4 I,so2$UARTMENT Al LAN( TO 4DING P�FM FOR THE �JLLOWIIN INSPECTIONS: I. FOUNDATION-TWO REQUIRED z ROUGH RA��CONCRETE PLUMBING, D DEMOLITION LEGEND _ _ _ _ _ _ _ _ _ _ _ _ _ _ i I _ ®_ _ _ _ _ _ _ _ 3 STRAPPING, ELECTRICAL&CAULKING U) EXISTING EXTERIOR WALL — — — — — — — — — — — — — I I — — — — — — — — — — — — — -CONSTRUCTION&ELECTRlGAL TO REMAIN ALL CONSTR TK3I�SHALL MEET tF4E w w -------- EXISTIrNJG EXTERIOR WALL REQUIREME TS OF THE CODES OF NEW D D -------- TO BE REMOVED KSTATE i RESPONSIBLE FOR 0 0 Ex EXISTING DOOR/WINDOW TO REMAIN. EXISTING-D-ECK T_O_ R_EMA_IN I ! EXISTING DECK O REMAIN SIGNIOR STRI,CTIo�dERI?ORS' O O ER EXISTING DOOR/'WINDOW TO BE REMOVED. I iETA1l1 S DmA WATER BUN(3FF SUA i CHAPTER 236 UP I I _ AFTER DEMOLITION,THE CONTRACTOR MUST INSPECT THE EXISTING 3R STRUCTURE AND NOTIFY TTHE ARCHITECTS OF THE FOLLOWINGFIELD CONDITIONS: 1.ORIENTATION OF EXISTIING FLOOR AND ROOF JOIST THAT DIFFER I `' '` J y✓' W W ujE w(r FROM THE CONSTRUCTIOPN FRAMING PLANS. MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. \� Mc 00 2. ROTTED OR CRACKED EXISTING FLOOR JOIST,CEILING JOIST, f `y L LL WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE I _ MADE AS TO THEIR REPLACEMENT. 3. EXISTING STRUCTURAL(COLUMNS THAT DIFFER FROM THE PLANS. t D r N co O r co � c6 ❑ ❑ ❑ ❑ ❑ ❑ ❑ Oil SCALE: 1/411—1 1011 OFFICE SET DWG. NAME: SITE DEMOLITION/FOUNDATION/FOOTING PLAN DECK/ SUNROOM PLAN 6.28. 12 CONS ROUCTON PLAN TOTAL AREA = 741 SO.FT. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: F ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART n OR WHOLE IS STRICTLY PROHIBITED BY LAW. ` CA ROOF PITCH TO MATCH EXIST. CONTRACTOR TO NOTIFY THE ARCHITECT I V (TYP. ALL SIDES) PROV. "ASPHALT ROOF SHINGLES OF ANY AND ALL REVISIONS DUE TO FIELD TO MATCH EX. OVER 15 LB. FELT CONDITIONS, CLIENT, AND OR GENERAL L� PROV. "WEATHERWATCH" UNDER- CONTRACTOR WHICH DIFFER FROM THE W LAYMENT ALONG ENTIRE BOTTOM CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� Z EDGE OF ROOF UP 2'-0" (TYPICAL) __ __ ALL ROOF SECTIONS). 6" WHITE ALUMINUM GUTTER AND \ cv LEADERS. (TYP. TO MATCH EX.) � � rn - , z PROV. CONT. "AZEK" BEAD BOARD O o SOFFIT W/SCREENED 1" VENT. 00 i/" SPRAY RAFTERS ABOVE W/ BLACK _ PAINT. (TYPICAL ALL AREAS) Q a ..LOCATION. W W cl) WU � N POSTS TO MATCH EXIST. (TYP.) PROV. NEW SECTION OF RAILING/ / / / Uci I I I I l I I \\ \\�\\\ PROV. 5/4" X 8" "AZEK" CORNER W/ '0% \ "\ I I j j I I I I I I I I \•� �' 1_1 1_1 1_1 1_1 1_1 _ 1_1 ma, \ \\\ r r r r r r (TYPICAL ALL AREAS). & BTTM. �\\ I I I FILL ALL NAIL HOLES AND APPLY 2 L____-i COATS "BENJAMIN-MOORE" PAINT \\��\\�\ \�� SOUTH ELEVATION OR APP. EQ. (TYP. ALL AREAS) \ PROV. CONT. "COBRA" RIDGE VENT \� \ \.��\\\ \\ (TYPICAL ALL RIDGE AND HIPS). \ V.I.F. AREA OF NEW CONSTRUCTION PROV. "ASPHALT ROOF SHINGLE=S _ TO MATCH EX. OVER 15 LB. FELTr W PROV. "WEATHERWATCH" UNDEFR- - - -- - LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICALL) / 1 ALL ROOF SECTIONS). V - - 6" WHITE ALUMINUM GUTTER A"D - REMOVE EXIST. ROOF FRONT WALL - LEADERS. (TYP. TO MATCH EX.) AND GLASS SLIDERS FOR REUSE. W'! 1/1' i� SOFFIT W/SCREENED 1" VENT. SPRAY RAFTERS ABOVE W/ BLACK Y PAINT. (TYPICAL ALL AREAS) jj PROV. NEW STAIRS & RAILING TO -MATCH EXISITNG. Lu Ax" Lu Z W Li 0 rr W EXIST. STAIRS & RAILING TO REMAIN, MODIFY AT NEW WALL. I I I I I I I I THIS DRAWING IS FOR REFERENCE ONLY W O ROOF PLAN ONLY & IS NOT INTENDED TO BE SCALED. 1_1 i_i 1_1 1_L 1_1 1_1 z11 WEST ELEVATION I I I I I I I I I I I I Q W 0 OLi o NOTE: 0 U 1 TECT OF ANY AND ALL RECONTRACTOR TO OV REVISIONS ONS DUE TOFY THE IF FIELD PROV. 2 - 1 3 4" x 9 1 2" CONDITIONS, CLIENT,AND OR GENERAL MICROLL AM HEADER CONTRACTOR WHICH DIFFER FROM THE (CONTINUOUS AROUND CONSTRUCT. DRAWINGS/SPECIFICATIONS. ENTIRE NEW AND EXIST. — ' — — ' — ' — ' — — — ' — ' — — — — — — ' — — SUNROOM AREA. 0 - -TF OFFICE SET �-- L _ J � _ 1 11 11 _ L J ! 1 1 1 I'll I I 1 FIRST FL. WALL BELOW P. 6.28. 1 2 2" X 10" F.J. 16" O.C. (NEW- 16" O.C. TYP.) F F 7 I - , I F _ r - - 2" X 8" C� 1 6" 2" X 8" T. 6D 16" C. _ THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO Q Q Q (PROPOSED) (PROPOSED) REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION L L 1 L J L - BY THE ARCHITECT. ANY REPRODUCTION IN PART r OR WHOLE IS STRICTLY PROHIBITED BY LAW. V W W W 2° o° 16' 2" 1 16" O.C_ W (n (PROPOSED) (PROPOSED) 14 U U U PROV. DBL. 2" X 10" GIRDER III 0 III I (NEW-TYPICAL) 3R Z Z Z ! EXISTING DECK (TO REMAIN) WX WX WX III CW pW pW ( PROV. 2 - 1 3/4" x91 2" II X X X MICROLL AM HEADER 1 N N (v ENTIRE NEW AND EXIST. 2" 8'' na 16" 2" X 8" C� 16" C (CONTINUOUS AROUND (PROPOSED) (PROPOSED) SUNROOM AREA. 2" X10'' R. . Ca716" _ 2" X10" R.R. Ca? 16" O.C., 0 III / (PROPOSED) (PROPOSED) W / � / / O 0 Z Z 12 0 D D _ .!" m ui m PROV. 2 - 1 3/4" x 11 7/8" -�;,�;," MICROLLAM RIDGE BM. "kL ;2 � O W 0 W (CONTINUOUS) ui wCC 0cr — ]0 Do u- 0 EXISTING RESIDENCE TO REMAIN 1 T N SI ENCE TO REMAIN ---� - - o N r N O 7 \�'I \l L---� — — !+ f� W i SCALE: PR QV. 1 3/4" x 11 7/8" DWG. NAME: MICROLL AM THIS AREA. COMPOSITE NOTE: FRAMING/ELEV. DECK FRAMING PLAN ©INDICATES BEARING POINT LOAD ROOF FRAMING PLAN THIS ONLY & S NOT OT FOR REFERENCE ONLY TO BE SCALED. PLAN Hh THIS LOAD MUST BE TRANSFERED W/ADEQUATE VERTICAL BRACING. DWG. NO.: A-2 W U (RPS4)PL4 ERcon \ 5 \ W PROV. DBL. 2" X 6" ACID 2"X6" MTS26RACING ZO SILL PLATE (TYP.) WALL 10" P. CONC. FOUNDATION WALL STUD ] WALL. PROV. MIN. 8" FDN. SHEATHIN �' SIMPSON HL35 11 II I � � KANT-SAG LSTI22 OR EXPOSURE ABOVE FIN. GRADE I'; O s�) cq HEAVY-DUTY SIMPSON LSTA21 STRAP �I TYP. ALL AREAS ;r: I ' ANGLE BRACKET ( ) I CONNECTION OF WALL Z RIDGE WITH (16) 10d X 1 1/2 FASTENER a' �' BEAM (STRAP REQUIRED FOR 16" JOIST 1 SCREW THROUGH (3) 2"X 10' iii I SHEATHING TO WINDOW r STUD 6)OSTUD \ O DBL. I`VIICROLLAM DEPTH OR MEMBERS WITH SLOPE -�. - BRACE AT EACH HEADER WINDOW " �'' b' HEADER I I ''1'''J-%-O" I 16 sd S NIKERS I I STUD TO BAND JOIST � r�0, ® ® OF 7/12 OR GREATER). PROV. WATER BARRIER BETWEEN - r.; - FLANGE 3"OC VERTICAL (cs,B) O \ V 1^ N ® HEADIER 4"OC.HORIZON AL I HEADER ANCHORAGE ® I FOUNDATION WALL &ACID. RIM JOIST. 0.75" X 33 MIL I, CONNECTION OF WALL (LSTATB) 41 SHEATHING TO 2 X 6 STUDS (STTRONG-WALL I Z EA AT ACH CORNER) ' 2" X 10" R.R. .. ,: I j``I PROV. 2 CONTINUOUS # 4 PROV. NDAT10IN BEAM JACK PRE-ATTACHED S LL PLATE TO ( ) STUDS FASTENERS<t' 1 9 "'° �' '� USING LISP BEARING PLATE ERS u •� (HBLPS/UBP PLATE)SIL FOUNDATIONFOUNDATION \ W w SILL PLATE TO (Bp) USING PLAE USP BEEAR'I G ATOALV.L METAL FLA SSHING M N\ U (HBPS/USES) (TYP.ALL LOCATIONS) \ c,% .~-I CORNER CONNECTION D2 CONNECTION OF RIGDE D� FOUNDATION DETAIL D� X:- BRACING D3 CONNECTION OF WALL SHEATHING D5 METAL FASTENER SCHEDULE l 1 ° °° TO WINDOW HEADER A- a q N (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATIONA-3 (IEXAMPLE) A-3 A-3 II 3 \�..�\ (EXAMPLE) (EXAMPLE) (EXAMPLE) ¢ a ALL STRAPING TO BE @ 16 O.C. N���\�� \ mms GENERAL FLOOR PLAN NOTES NAILING SCHEDULE FASTEST MILE WINDSPEED(MPH) RAFTER/CEILING JOIST TO TOP PLATE SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS X �\\,�\ LATERAL AND SHEAR CONNECTION RESISTING LATERAL&SHEAR LOADS \\ PRESCRIPTIVE DE61GN TABLE 3.1(AMERICAN FOREST&PAPER ASSOCIATION PRESCRIPTIVE DESIGN TABLE 3 2(AMERICAN FOREST&PAPER ASSOCIATION 1 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS(DO NOT REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 32A ALTERNATIVE TO TABLE 32(AMCRICAN FOREST&PAPCR ASSOCIATION) \\\\ \;\\'\\ SCALE DRAWINGS) NO CONNECTTIQN TACTCNING SPACING 11O 120 PRESCR PT VE DESIGN \ \\\'\ COMMON TABLE 33A ALTERNATIVE TO TABLE 33 \\\\\\\ 2.ALL INTERIOR WALLS TO BE COVERED WITH 1/2'GYPSUM BOARD WITH (AMERICAN FOREST&PAPER ASSOCIATION) 1/2'ANCHOR BOI TS 6/e"ANCHOR BOI T9 \ METAL CORNER REINFORCING TAPE,FLOAT,AND SANG(3-COATS) 1 AFTER TO TOV PLATE(TOE-NAILED)®16"O C 3 BU PER RAFTER U L 6 U L S 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE D 'AILING JOIST TTO TOP PLATE(TOE-NAILED) 3 Btl PER JOIST OF (FT.) 1/2'ANCHOR BOLTS FASTEST-MILE FH ND SPEED FASTEST-MILE IN SPEED \\\\\ ADJACENT WALLS&CEILING MANUFACTURED LUMBER STORIES REQUIRED CAPACITY Of CONNECTION(LBS) Q \\\\\\\\\ CONNECTION NUMBER ROOF SPAN A LAYER OF 6/S 2 FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH b RETURN ASTEST-MILE WIND SOEEO RED 2 LAYERS 6 BLOCKING TO RRAFTER(TOE-NAILED) 2-BD EACH END OF 6M'FIRE RATED GYPSUM BOARD 20 206 6B1 2B1 fiat �1TH 100 110 12J BO 1D0 110 120 ] RIM BOARD TO I RAFTER(END-NAILED) 2-16p EACH ENO 110 120 \\\ \\ \ 9 ALL BATH?OILET AREA WALLS AND CLG ADJ TO WET AREAS TO HAVE 24 280 358 OR BASFT FM B TT7-- BO WATER RESISTANT GYP SD,OR WALL TILE SET ON CONE BD OR APE ED 8 TOP PLATE TO TTOP PI ATE(FACE-NAILED) PER FOOTSILL °� A ANCHOR BON T FOUNDATION EDGE NALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT \ \ \• 2-16D ION BRACING WA \ \\ (CRPWDSPI�E 2 28 TWALLHEIpHT MAXIMUM ANCHOR BOLT CONNECTION SUPPORT IL SPACING SPACING(IN) SPACING(IN.) 13 TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16D JOINTS EACHSIDE ) 'LI 10 STUD TO STUD,(FACE-NAILED) 2-1fiD 24'0C CODES 32 — A. ae3 B TIN) 6 3 SI.LPUTE TO FOU ASENTEN• \\\\\ \ GENERAL FRAMING NOTES 36 a2z 56+ ClAWLSPACEOBBASEMENr) 2STORIES ALL' 2a 3e \ 11 HEADER TO HEIADER(FACE-NAILED) 15D tfi"O C.ALONG EDGLS 29 2(1H 13 N234 421 AC12 10 3 \\\\� 421 ° 1 ALL WALLS,2"X4"AND 2 T,TO BE STUD GRADE OF BETTER 10'O C. 12 TOP OR BOTTOnM PLATE TO STUD(END-NAILED) 2-16D PER 2 X 4 STUD WALL BOTTOMTE 26 280 '100 BOX NAILS CAN BE SUBSTITUTED FOR 192B LL OTHER FRAMINGMATERIALTCBEk2DOUGUSFIRORB1=TITER 6DCO1-3STORIE9 13 BOTTOM PLATE:TO FLOOR JOIST,BANDJCIST,ENDJOIST FOUNDATION 2 92 314 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO WALL PLATE TO FOUNDATION^ALLW000FAMING IN CONTRACT WITH CONCRETE OR MASONRY SUB-ON-GRADE RAI-T ERS,THE SUM (S�.B-ON-GRADE)TO II PRESSURE TREATED OR BLOCKING(I(FACE-NAILED) 2-16D PER FOOT 36 35e N OFTHETOE NNLSINTHERAFTERANDCEILING 3PRO VICE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLA 14 JOIST TO SILL,TTOP PLATE OR CI RDER(TOE-NAILED) 4-16D PERJOIST JOIST SHALL EQUAL l CONNECTOR UPLIFT LOAD OR EXCEED THE TABULATED NUMBER OF NAILS CONNECTOR LATERAL LOAD(PERPENDICULAR TO THE WALL) JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED 15 BRIDGING TO J(OISI(TOE-NAILED) 2-6D EACH END U - CONNI-GTOHU LITTLOAD 422 REQUIRED 3 - CONNECTOR SHEAR LOAD (PARALLELTOTHEWALL) 4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8-0.O C. L - CONNECTOR LATERAL LOAD(PERPENDICULAR TO THE WALL) O AVOID SPLITTING,NO MORE THAN 2 TOENAILS •ANCHORAGE REQUIRED TO RESIST LATERAL LEADS SHALL BF DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1 A FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS 16 BRIDGING TO JOIST(TOE-NAILED) 2-8D EACH END S CONNECTOR SHEAR LOAD (PARALLEL TO THE OT 'REQUIRED BE INSTALLED IN BOLA sPAGNGS BASED ON MA%IfAUM SHEAR CAPPCITv OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS(2�9 ALE). W WALL) EA SIDE OF A RAFTER OR CLG.JOIST WHEN FASTENED CHOR BOLT SPACINGS BPSCDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3"O C(]3,ELF)BUILT 5 FLOOR CONSTRUCTION 3/4'T&G PLYWOOD SUBFLOOR FINISHED ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 Xe TOP PL IN ACCORCHOR ISDANCE WITH SECTION 3 4 a BLOCKING TO SILL OR TOP PLATE(TOF-NAII ED) 3-160 EACH BLOCK ED NOATION DESIGN PER SECTION 1 I q TO FLOOR JOISTS EELIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD 'TABULATED UPLIFT RECUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF •IN''ACCORDANCS W IH SEC AEFDOION 3 gN4MA%IMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6'0 C(421 ELF)BUILT B LEDGER STRIP TTO BEAM(FACE-NAILED) 3-160 EACH JOIST 10 PST(2/3 X 15 FEE) 6 ALL WINDOW AND DR HDRS TO BE MIN(2)7XIM UNLESS OTHERWISE 1B JOIST ON LEDp:ER i0 BEAM(TOE-NAILED) 3-BD PER JOIST •TAAULAI ED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMIT WI PERMITTED TO —• NOTE: sPEclnm.ALL TNT,HORS.TO Be(z)2"XI D"UNLESS OTHERSE BE MULTIPLIED BY 0>0 AND 055 RESPECTIVELY,FOR FRAMING NOT UPLIFT STRAP CONNECTION REO FEECI-I CO 20 BAND JOISTS IRO JOIST(END-NAILED) 3-1 SO PERJOIST LOCATEO WITHIN 6 FEET OF BUT LOIN.CORNERS ( 1 TABULATED SHEAR CAPACITY REOUI RFMENTS A93UMEAWALL SHEAR CAPACITY OF 42,PLF (ROOF-TO-WALL,WALL-TO-WALL,AND CONTRACTOR TO NOTIFY THE ARCHITECT V ]A L81 TOHAVFULL ADEQUID ATE KING DERALLACHEND.1A.LL S (WALLSSHEATH111SAn18'SrRUCLSHEATHING SADD11ATINTATTACHED SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS OF ANY AND ALL REVISIONS DUE TO FIELD 21 BAND JOIST TO)SILL OR TOP PLATE(TOE-NAILED) 2-16D PER FOOT WI BD NAILS SPACED SAT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPOFlT3)FOR WALL-TO-FOUNDATION) 8 ALL BMS TO HAVE ADEQUATE BEARING AT EACH ENO OR PS SPECIFIED OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3 3B ALT TO TABLE.l3 23 ❑IAGONAL BOARD SHEATHING OF THE CONNECTION SHALL BE INCREASED GG++ 9,ALL FLUSHBERIORM.AND JOIST I AND E HAVE GALVANIZED WITH 1•XB"(OR 1'% (AMERICAN FOREST 110 120 pRCSCRIPTIVE DESIGN TARE BLE 3 RESISTING UPLIFT P BLIEFT(AMERICAN FOREST&PAPER ASSOCIATION) CONTDRAONS, CLIENT,CTOR WHICH DIFFER DRFROM THE AL GRADE PLYWOOD PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS 0I OR WIDER OC) 1B TYPICAL EXTERIOR WALLS AND ROOF To eF SHEATHED WITH I/r E%r wuLl3loARp a z-eo PER SUPPORT FA.STE$T MILE WINDSPEED MPH PAPER—DO ROOF svAN N.C.END OF,1/1'X20 u 24 GYPSUM %1 ER 3-BD PER SUPPORT FRAMING SPACING 11.PROVIDE INSULATION BAFFLESAT SAVE VENTS BETWEEN RAFTER 5D COOLERS >"EDGE/—FIELD ( ) (IN) (FT,) GAGE STRAP 28 1/2"ANCHORBOLTS 6/8'ANCHOR BOLTs CONSTRUCT. DRAWINGS/SPECIFICATIONS. FIBERBOARpPtANELS 12 3 PPFSCRIPTNE DESIGN TABLE$ (AMERICAN FOREBTBPA ER ASSOCIATION FASTEST-MILE WINO SPEED FASTEST-MILE WIND SPEED GENERAL ELEVATION NOTES 7/16 so 3EooE/6'FIELD 1. 3 ° MPH) MPH) 110 120 20 3 BO 1W 120 BO 100 I10 120 25/32" BO 3"EDGE/8"FIELD 110° 1 EXT.PUSHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS RAFTEAVTRUSS ROOF SPAN L• S U L• 6 16 24 a 6 2r GYPSUM WALLCBOPRD SD COOLERS ]'EDGE/10"FIELD OFFICE S E T BETWEEN ROOFS,WALLS.CHIMNEYS,PROJECTIONS AND PENETRATIONS SPACING(IN.) (FT7 26 a 5 ANCHOR BOLT FOUNDATION SUPPORTING, MAXIMUM ANCHOR BOLL MAXIMUM ANCHOR BOLT AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES REQUIRED CAPACITY OF CONNECTION(LBS) 2 GENERAL CONTRACTOR TO PROMOF ADEQUATE ATTIC VENTILATION 6 6 6 CONNECTION SPACING(IN) SPACING(IN) ) ROOF VENTS 30 DIAGONAL BOALPD SHEATHING 12 34I 284 280 427 339 200 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS 1"X I<OR 1"X 8 2-BD PER SUPPORT 16 -1 626 6 T SILL PLATE TO FOUNDATION^ ]2 1"X 10)OR WIDER 3-BD ERSUPPORT 20 600 B2B (CRAWL SPACE OR BASEMENT) 1.38TORIE9 >2 M T2 12 12 12 >2 GENERAL PLUMBING NOTES 31 STRUCTURALPIANELs 16 24 6B0 T26 WALL PLAT£TO FOUNDATION 1-3 STORIES /6 •//RJR2 P 4O 33 26 2fi 61 42 36 32 t./•`V (SUB-ON-GRADE) 0 1"OR LLESS BD 6"EDGE/12"FIELD 26 800 826 U°-CONNECTOR UPLIFT LOAD CONNECTOR LATERAL LOAD - 1 PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ GREATTER THAN 1' tOD 6"EDGE/6 FIELD 32 740 B2] L (PERPENDICULAR TO THE WALL) ALL APPLICABLE CODE AND SAFETY REQUIREMENTS 36 820 1027 ' -CONNECTOR SHEAR LOAD(PARALLEL TO THE WALL) 2 IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF 32 DIAGONAL BOALRD SHEATHINGTABULATED UPLIFT REQUIREMENTS ASSUME A ROOF PLUMBING FIXTURES OR EOUIPMENT,PROVIDE BRACING TO THE FRAMING I"X 6"JCR 1"X 8" 1.0 PER SUPPORT U' - CONNECTOR DPLIFT LOAD CEILING O L.10 P b F), PER ALL APPLICABLE CODES L' - CONNECTOR LITERAL LOAD(PERPENDICULAR TO THE WALL) IF A CEILING AS, IS NOT PRESENT OR IF THE S - CONNECTORSHEAR LOAD, (PARALLEL TO THE WALL) CEILINGASEEMB-YTS 5 i'X1OI"OR WIDER 3-BD PER SUPPORT 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEIUNG DEAD LOAD OF 10 FEE NOTCONNFCTEDTOTHEROOFASSFMBLY, yj T2/a%15 F." THETABULATEDNWEROF THESE DRAWINGS AS INSTRUMENTS OF SERVICE, r, PLIFT ANO LITERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO NAZI S SHALL BE INCREASED BY 1 NAIL AT EACH END V BF MUI TIPLIFTT BY 010 AND 085 RFSPECTIVBLV,FOR EFAMING NOT 'FOR WALL-TO-WALLANO WALL-TQ-FOUNCA N ARE THE SOLE PROPERTY OF THE ARCHITECT. NOui 'NAILING REOUIREI•MENTS ARE BASED ON WALL SHEATHING NAILED III ON-CENTER AT THE PANELEDGE LOCATED WITHIN 8 FEET OF BUILDING CORNERS CONNECTIONS,THE TABULATED NUMBER OF NAILS REVISIONS,CHANGES,AND/OR MODIFICATIONS IF WALL SH EATHINJG IS NAILED 3"ON-CENTER AT EHT PANEL EDGE 'TABULATED UPLIFT LEADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS SHALL BEEACH OFITTED TO BE REDUCED H To OBTAIN HIGHETR SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE WHEN CALCULATI NO UPLIFT LOADS FOR WALL-TO-WALLOR WALL-TO CH OF THE STPAP FOR EACH SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION Lu DOUBLED,OR ALTTERNATE CONNECTORS,SUCH AS SHEAR PLATES, FOUNTIONCONNECTIONS,TA6ULATEDUPLFTVALUESSHALLBEPERMITTEDTOSE FULL WALL ABOVE SHALL BE USED TEO MAINTAIN THE LOAD PATH. REDUCED BY 66 FEE(2/3 X 100 FILE)FOR EACH FULL WALL ABOVE BY THE ARCHITECT. ANY REPRODUCTION IN PART •WHEN WALL SHEAITHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET FOR uj NAILS SHALL BE PEERMITTED TO BE REDUCED TO I-1fiD NAIL PER FOOT, MEAN ROOF HEIGHTS OF I5 FEET OH LESS,THE TABULATE_)VALUES OR WHOLE IS STRICTLY PROHIBITED BY LAW. HALL BE PERMITTED TO BE MULTIPLJEO BY O BO Q rr U) WY li 0 w0 Z PR(OV. "ASPHALT ROOF SHINGLES Q TOI MATCH EX. OVER 15 LB. FELT PROV, CONT. "COBRA" RIDGE VENT PROV. CONT. "COBRA" RIDGE VENT PR(OV. "WEATHERWATCH" UNDER- (TYPICAL ALL RIDGE AND HIPS). W 0 (TYPICAL ALL RIDGE AND HIPS). LAYYMENT ALONG ENTIRE BOTTOM 0 ED'dGE OF ROOF UP 2'-0" (TYPICAL) O 8'F. ALlir ROOF SECTIONS). AREA OF NEW II I CONSTRUCTION , PR(OV. CUT 2" X 10" SUB-FASCIA Y PROV. ASPHALT ROOF SHINGLES O W U TO MATCH EX. OVER 15 LB. FELT PR(OV. 5/4" X 8" "AZEK" FASCIA BD. PROV. 5/8" ACE. PLYWD. SHEATH. PROV. "WEATHERWATCH" UNDER- �- FILIL ALL NAIL HOLES AND APPLY 2 (TYPICAL ALL ROOF AREAS). LAYMENT ALONG ENTIRE BOTTOM COATS "BENJAMIN-MOORE" PAINT EDGE OF ROOF UP 2-0" (TYPICAL) ORi APP. EQ.(TYP. EXPOSED SIDES) R - 38 HIGH DENSITY FOIL FACE ALL ROOF SECTIONS). _ �(P•P� 2"x " �b 0C. INSULATION. (TYP. ROOF/CLG.) Q OLAM 6" WHITE ALUMINUM GUTTER AND 6"\WHITE ALUMINUM GUTTER AND LVL O E AL X 9 DO MI & DOO LVL OVERALL WINDOWS & DOOR LEADERS. (TYP. TO MATCH EX.;) LEADERS. TYP. TO MATCH EX.) _--- OPGS. (CONTINUOUS ALL AREAS) PROV. CONT. "AZEK" BEAD BOARD PRiOV. CONT. "AZEK" BEAD BOARD PROV. 3 4"T & G PLYWD. SHEATH. SCREENED 1 VENT.. BETRAY RAFTERS ABOVE W/ BLACK I i ji' %i':; "' "%i SO)FFIT W/ SCREENED 1" VENT. SOFFIT W/SC z SPRAY RAFTERS ABOVE W/ BLACK 1 2" GYP. BD. ALL EXPOSED WALLS & CEILINGS. (TYP. ALL AREAS) PAINT. (TYPICAL ALL AREAS) -,, .' j" / %. %% i:' ( ) / � ii� ,;/. ,, PAIINT. TYPICAL ALL AREAS 211I X 8" WOOD STUDS W 1/2" CDX PROV. NEW SIDING TO MATCH EXISITNG. (TYPICAL NEW AREA , LS) �/ ;// '%j - °'';:%% .;! ';% �s. PLYWOOD SHEATHING. (TYPICAL) PROV. NEW STAIRS &RAILING 'TO DAL. TOP PLATES. (TYP.) R - 21 HIIGH DENSITY FOIL FA. INSUL. MATCH EXISITNG PROV. "TYVEK DRAIN WRAP" 20X 10" RIM GIST &CGICRDERSO i I I I 0 (TYPICAL ALL AREAS) II BADE AWAY PROV. METAL COL. CONNECTOR FIN. G (TYP. ALL) --_________- CONE. L COL. (TYPPICALICAL ALL AREAS) II I 6" )X 6" ACID. COL. ABOVE 12" DIA. �___--------_ I P. (CONC. SONOTUBE COLUMN. I I I I I I I I I I I I (TYPICAL 6 FOOTINGS) I I I I I I I I I I I I •�':''1 l•:•,�:I I: ":•I f,•.:'1 I I I I I 2'-CO"W. X 2-0"W. X V-0" D. P. CONC. 1_ L 1_L 1 L 1_L i_ L 1 71 L FO)OTING. TYP. 6 FOOTIINGS ����- ,lL 1`-'L _f a PROV. NEW SECTION OF RAILIING/ POSTS TO MATCH EXIST. (TYP.;) EAST ELEVATION BUILDING SECTION "A" co 0 2" X 8" BLOCKING ;' Z_ Z 0 0 ROOF (2) 2" X 4"TOP PLATE WALL STUD J J TRUSS SHEATING TO D D BAND JOIST m m TOP PLATE. WALL STUD O W O W WALL FLOOR FRAMING I' = STUD 0� 0w Lu CLIP ANGLE (BOTHI SIDES OF CONNECTION) MINI. LENGTH = JOIST D 0 D 0 WEB DEPTH MINUS 1/2" W L T D T LL O LO LL O DOUBLE AL S U S W 2 X W CONNECTION OF WINDOW BOTTOM PLATE 8 SCREWS 4 PER LEG WINDOW BAND JOIST 0 p ( TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR W N SIMPSON LSTA18 STRAP WITH SUPPORT BEAM D r r a 2" X 10" RAFTER (12) 1 Od FASTENER. � N � PILE CONNECTION OF FLOOR FRAMING 06 TWO- MEMBER FLOOR SUPPORT BEAM - T- RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 CONNECTION OF WALL TO FLR. FRAMING SCALE: METAL HURRICAN WITH (7) 1Od X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER SIMPSON LSTA18 STRAP WITH 1/4"=1 '0" CONNECTOR TO STUD AND RAFTER. 2"°X6" INTO FLOOR JOIST AND SUPPORT BEAM (12) 10d FASTENER. JACK DWG. NAME: WALL STUUDS CONNECTION OF BAND JOIST TO SUPPORT SHEATING SIMPSON LTP4 STRAP (12) 8d X 1 1/2" BUILDING ELEV./SECTION CONNECTION OF TOP BIRDSMOUTH CUT CONNECTION OF FLOOR FRAMING PLAN JOIST TO HEADER JOIST D4 D6 D7 CONNECTION OF WALL SHEATHING D8 D9 CONNECTION OF WALL (EXAMPLE) A-3 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER TO SUPPORT BEAA-3 TO FLOOR FRAMING. q-3 DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3