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HomeMy WebLinkAbout41231-Z ��OS�FFQI'fCOG Town of Southold 10/2/2018 o - P.O.Box 1179 w' 53095 Main Rd P'fjjQ� �ap�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39929 Date: 10/2/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 275 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-5-53 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/18/2016 pursuant to which Building Permit No. 41231 dated 12/16/2016 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: ADDITIONS AND ALTERATIONS INCLUDING REAR DECK AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Smith,Paul&Carr,Anthea of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41231 06-15-2018 PLUMBERS CERTIFICATION DATED 08-10-2018 A RS Mec apical o ed Signature Svnt� ' TOWN OF SOUTHOLD 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#: 41231 Date: 12/16/2016 Permission is hereby granted to: Smith, Paul 275 Main Bayview Rd Southold, NY 11971 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 275 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-5-53 Pursuant to application dated 11/18/2016 and approved by the Building Inspector. To expire on 6/17/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $266.00 CO -ADDITION TO DWELLING $50.00 Total: $316.00 Ft Bu ding Ins ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. 6 i)y. U 2 New Construction: Old or Pre-existing Building: (check one) Location of Property: j (v)AVv sUy`t r�Uy) House No. Street Hamlet Owner or Owners of Property:A Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5y I ,- Applicant Signature oF so�ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �pQ roger.rich ert(aD-town.southold.ny.us Southold,NY 11971-0959 COUm'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Smith Address: 275 Main Bayview Road city,Southold st: New York zip: 11971 Building Permit#: 41231 Section: 70 Block: 5 Lot: 53 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T.Best Electric License No: 49446-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 1- Bath Fan. Notes: Inspector Signature: Date: June 15, 2018 0-Cert Electrical Compliance Form.xls SOUP r Town Hall Annex Telephone(631)765-1802 CC 54375 Main Road - Fax(631)765-9502 P.O.Box 1'179' '- G' • Southold,NY 11971-0959 �Q Y I BOLDING DEPARTMENT TO*N,,OF SOIJTHOLD C.E-ATIFICATION Date: :v flu L Building Permit No. Owner' � � C -5 I _ (Please;print) Plumber: U�- r - ke (Please,print) \A V- _ I certify that the solder used Jn the water supply system contains less than 2/.10 of 1% lead. r (PlumbersSi -e). Sworn to befo 'me.this �. {{ day of 20 i. DENISE A. NAVARRA ' - NOTARY PUBLIC-STATE OF NEW YORK ANo. O1 NA6-191295• - Qualmed in Suffolk County', p_ ` .�L � My Commission Ex ares 2 Notary Public, c> /�� County o N �o cOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,n aV d''lJ `�' f OKI oK 600d DATE 311 INSPECTOR \4L hO��pP SOUTyolo UIdi`' TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-bONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: /NVQ © t r DATE INSPECTOR " " SOF SOUryo o�y�0UNT1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST 6UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 oQ4 � I1 - 0�/-- V. OL DATE IVIY17VINSPECTOR Of SO(/l�o� 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) [ ] ELECTRICAL (FINAL) REMARKS: t, r - DATE J INSPECTOR oe soulyolo TOWN OF SOUTHOLD BUILDING DEPT. `lourm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �pfso hod y�� } # TOWN OF SOUTHOLD BUILDING DEPT. couto, 765-1802 INSPEC I [ ] FOUNDATION IST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: __ VIN► � `� �Ev�/� �K ,�p4 - =s DATE INSPECTOR �tv� l �o�aOF SO(/JyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OR O DATE �tf INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) dl-lo r H ------------------------------------ t FOUNDATION(2ND) Z [ YWMkxq o Pi ° %44 ons ROUGH FRAMING& ` V14( ✓, (� PLUMBINGoe zf H o o-k s 1►� ftp✓ o Q - _ r INSULATION PER N.Y. STATE ENERGY CODE ti _ cwoa w hftet. - FINAL ADDITIONCOMMENTS / 17 - 3 s Sas U p- � � [ W4► d b H t , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey . SoutholdTown.NorthFork.net PERMIT NO. L Check Septic-Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,201 Mail to: Disapproved a/c -J\e' Yua. A;-r�.�uw • Phone: yi�1� Expiration ,20 ding ctor D 1� `� n APPLICATION FOR BUILDING PERMIT V NOV 1 $ 2016 Date ��0� . � �'--►�� , 20 I�o INSTRUCTIONS a,fMRMiDEMT be completely filled.in by typewriter or in ink and submitted to the Building Inspector with 4 sets of InuumlAcale. Fee according to schedule. . Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building,permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the-interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i Name of owner of premises i\C ��G_i7_ �.� �� �'� R Snwn,-1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1, Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section -7o Block Lot S 3 Subdivision Filed Map No. Loti I � 12. State existing use and occupancy of premjses an intended use and occupancy of proposed Construction: j a. Existing use and occupancy C ! b. Intended use and occupancy J m T i 3_. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work i I (Description) 14. Estimated Cost Fee (To be paid on filingithis application) i5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars I - 16. If business, commercial or mixed occupancy, specify nature and extent of ach type of use. I 17. Dimensio- ns of exist in tructures, if any: Front Rea Depth Height Number of Stories I Dimensions of same structu with alterations or additions: tont Rear Depth \Numr Number of Stories s'�... ? L_` 6x9� ..,....7`,�..,,•,c�-,• _ t ,, t 8. Dimensions of entire new construRear ( ` cD'eptli� I ` Height Stories �\9. Size of lot: Front Depth f! � !10. Date of Purchase Name of er Owner i11. Zone or use district in which premises are sit ted 12. Does proposed construction violate any ning law, ordin nce or regulation? YES NO{ ` 1 113. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES I NO I 114. Names of Owner:of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone Not. 15 a. Is this property within 100 feet of a tidal,wetland'or a freshwater wetland? *YES NO i * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED b. Is this property within 300 feet of a tidal wetland? * YES NO I * IF YES,•D.E.C.PERMITS MAY BE REQUIRED. i !16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any Point on property is at 10 feet or below, must provide topographical data o! n survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO i * IF YES, PROVIDE A COPY. i STATE OF NEW YORK) SS: :COUNTY OF ) f being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH �GJ✓l 2,� Notary Public,State OfiNew York �(S)He is the 91Di3 4natkan (Contractor,Agent, Corporate Officer, etc.) oualffied in Suffolk County Commission Expires April 14,2 SZ hof 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. i Sworn to before me this 1 1?4�) day of 1VOVCv^\4U�_ 201 ! Notary Public Si ature of Applicant: Ii ' �tj{ Scott A. Russell ��°Su �� ST01KIM[WA IER, SUPERVISORI��1[A\1�A�G IEI�\1[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- --------------DOES---'d HRS--]PROJECT--INVO VE--A-NY—OP'—'PIE—IFOIITOWING_—._.--------------------- 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. ❑� B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[91 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[Z] E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ' ® 7� F. 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_withyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date: l p DiStncl '3 1/ /j NAME: �iV�� . PV��C on // / (� ( ierM Section Block Lot 6g1nerurd FOR BUILDING DEPARTNIE NT USE ONLY Contact Information: ni z_l 1`01 l4 i.N—W Reviewed By: �Q //mob - - — — — — — — — — — — — — — — — - Date: �� J�J Property Address / Location of Construction Work: ff�- — — — — — — — — — — — — — — pproved for processing Building Permit 1 ` -water Management Control Plan Not Required v �� �' l r �' (ormwater Managenneat Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 o��aF�ryo Town Hall Annex J J Telephone(631)765-1802 54375 Main Road (b31)7 5 P.O.Box 1179 aal errichertYM Sozrthold,NY 11971-0959 � BUIMINP DEPARTMENT SEP 1 3 2017 � TOWN OF SOUTHOLD APPLICATION FOR tLECTRICAL INSPECTION TO OF SOoin • i REQUESTED BY: �S s1 0 Date: Company Name: E,Le C�` (`1 C - j 2 Name: License No.: L4 liq (Q Address: 3 �s �t Phone No.: 5 3q JOBSITE WFORMATION: (*Indicates required information) *Name: *Address: , sA 0...y O 1 e W oLQ *Cross Street *Phone No.: ia_P; Permit No.: Tax-Map District: 1000 Section: '7 011 Block: 5 Lot � 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A Ckd t r) © [� (Please Circle All That Apply) Is job ready for inspection: YES/ Rough in Final *too-you need a Temp Certificate: YES lb Temp Information Qf needed) *Service Size: 1 Phase 3Phase 100 450 200 app 350 400 Other New Service: ftc� nnect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION BMequest for Inspection Form PLAN CONTENTS: GENERAL N WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING 1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT When a collar tie is used in leu of a ridge strap,the number of 10d common nails required TOTAL SO. FT, OF CONSTRUCTION in each and of the collar tie need not exceed the tabulated number of 8d nails in the strap. CONSTRUCTION NOTES: DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S RESIDENTIAL CONSTRUCTION CODE AND 1).The Information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 2015 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES APf-P4 .01 ED ASWTED for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,raftersIf 2 State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to EXT. BALCONIES 40 DATE: /n B.P.# construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building DECKS 40 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. ATTICS w/o STORAGE 10 FEE: DBy, WALL-TO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 NOTIFY BUILDING DEPART,.,'' AT 2).The General Contractor is responsible for ensuring that all work and construction 3J• DESIGN LOAD CALCULATIONS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ROOF (GROUND SNOW LOAD) 25 765-1802 8 AM TO 4 PM FOR THE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 r should be adhered to even If In variance with the plan, studs shall be attached to a common member in the floor assembly with uplift connectors in ROOMS (SLEEPING) 30 FOL LOWING INSPECTIONS: accordance with table 3.3. 1. FG:UP.L�STiOP I - T4 . P E^ ! n 3).Dimensions shall take precedent over scaled drawings. STAIRS 40 i ,, Y�U'FE (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 FCR H - FRAMING 6, 'L First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 2. ROUGH - FRAMINGR PLUNw';i;11 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete EXPOSURE CATAGORY 3. INSULATION responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches In masonry block foundations,or lopped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4. FINAL - CONSTRUCTION MUST precautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt Bc COMPLETE FO? NAILING SCHEDULE SEE GENERAL NOTE PAGE r C.O. specific use expressed or implied In the use of these plans. spacing Is to be spaced and sized In accordance to table 3.2a.In addition to spacing, fiLL COP,,STRUCTION SH`,LL MEET THE anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE REQUIREMENTS 0=TrIE CODES OF NMAI 5).Refer to the Window and Door schedule for exterior openings. comers. FIRE PROTECTION YORK STATE. NGT F;'S(�. NSi^L r 6.The General Contractor is to ensure that mason or refabractedfire laces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SMOKE & CO2 DETECTORS 5 SEE FLOOR PLANS 0 t FOR or exceeds manufacture's specifications and applicable epodes. P Type I exterior shear walls with a minimum of 7116 Inch wood structural panel on the exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION DESIGN OR COf`�STRUCTI^�d ERRORS• attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.In the field,and 7).The General Contractor is to consult with the owner for all built-in items 112 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel ENERGY CALCULATIONS R E SCHE CK 4.6.3 such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shall be In accordance with the length requirements specked in table 3.15a-b. COMPLY WITH ALL CODES Of 8).Wind load requirements shall be taken into account during construction. 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) NEW YO K STATE & TOWN CO r-. FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. Number of Number of AS REQUIRED AND CONDITIONS determine Intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Joint Description Common Nails Box Nails Nail Spacing �S9�T+1 $T91R`"J ZB�y Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ROOF NAILING 2).All footings to rest on undisturbed(virgin)soil,Assumed bearing 3000psf irderior shearvalis are used.Sheathing and connections shall be in accordance with I ' 2.4.4.2 and 2.2.4 respectively. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 3).Provide 112"expansion joint material between concrete slabs and abutting SBtfff°f9�Bi8'.- �TEES concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist Header and/or girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap N,Y 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors In accordance with table be Installed with#4 re-bar,18"long et 12"o.c..Use approved epoxy for Installation. 3.5. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: Blockingto Rafter(Toe nailed 2-6d 2-10d each end poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge Is to be used as a structural beam,the rafters shall either be notched and ) to be minimum 3-1/2 Inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge Rim Board to Rafter(End Nailed)I 2-16d 3-16d each end OCCUPANCY OP x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be WALL FRAMING 6).Crawl spaces to be with a minimum 18" P Pattached wflti the above DECK AND COVERED PORCH NOTES:requirements. USE IS UNLAWFUL 6x16 cast iron foundation vent for every 150 sq.it.of area. Top Plate to Top Plate(Face-miller+) 2-16d(1) 2-16d(1) per foot 7).Dampproof exterior of foundation with bituminous coating as per section R406 of Top Plates at Intersections(Face.-nailed) 4-16d 5-16d joists-each side WITHOUT C E RT i F 1 CATE N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud Face-nailed 2-16d 2-16d 24"o.c. " the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. ( ) I ° OF OCCUPANCY RETAIN STOFi�� VIIATEPi fi()!,'r.i F Header to Header(Face-nailed) 1 fid 16d 16 o.c.along edges 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. PURSUANT TO CHAPTER' 2�.6 FRAMING NOTES Girders on c3ncrete piers shall be anchored i h proper steel connectors anchored TO or Bottom Plate to Stud(End Na;led, 3-16d 2-40d 40d per stud OF Tt iE TOWIN CODE. Into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. P ( 1).All framing techniques and methods as prescriptive design of 2015 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall PL UMBER CER TIFICA TION be 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. T A fSS{;SLAC RDING REQU1t�,�0 Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..Unless otherwise noted,all tiering and structural wood material to be#2+BTR. Bottom Plate to Floor Joist,Bandl Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d (1,2) per foot ON LEAD CONTENT BEFORE DCERTIFICATE�OF OCCUPANCY 3).Floors,walls,callings and rafters to be spaced at 16 Inches c.c.unless noted FLOOR FRAMING 9 5}.A minimum of 10 inch flashing shall be Installed between the building and ledger. otherwise. Ledger to be fastened to building with iR"dia.bolts with washers and nuts Joist to Sill,Top Plate or Girder('Toe-nailed) 4-8d 4-10d per joist SOLDER USED/N WATER where needed. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end SLf°?L.Y 1'7`, 7�t_- '^ ,"," r r NNOT 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. kin to Joist Toe-nailed 2-8d 2-loci each end Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. Blocking ( ) openings.LVL e headers to have(3)Jack studs and(2)full length studs on each side of Blocking to Sill or Top Plate(To -nailed) 3-16d 4-16d each block L; , 1 ; r �'D openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All Joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). Ledger Strip to Beam(Face-nailed) 3-16d 4- 16d each joist and blocking where applicable. Joist on Ledger to Beam(Toe-natllad 3-8d 3-10d perjoist 8).Covered Roofs shall be assembled and anchored the same manner as a Kcal building. i��EC" P,",'"' `� 5).All flush beams/headers to be Installed with heavy duty galvinized hangers and ) g Band Joist to Joist(End-nailed) 3-16d 4- 16d per joist i�M B 1 i,,l i �P3 P ,, "�4 R anchors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Tine-nailed) 2-16d(1) 3-16d (1) per foot A,t 9 PLUMN,. WASTE L �C i,%O°� �' O "° 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential ROOF SHEATHING a�,' STE!e LINES i IC E C Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted Construction Code. TESTING SETOP,!- tf " Structural Panels(See Notes 4,Sand 6) TESTIP�� 4`; pF?„; v,c.FF. J�, on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. Interior Zone 8d 10d 6"edge/12"field 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Perimeter Edge Zone 8d 10d 6"edge!6"field under all bearing walls. 3).If wall studs,plates or joists are cut out during Installation for any plumbing related work, g 8d 10d 6"edge/6"field provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Ralke Overhang 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Gypsum Wallboard 5d coolers 5d coolers 7"edge!10'field COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. WALL SHEATHING 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor 2).HVAC subcontractor is to fully coordinate all system data and requirements with the Structural Panels(See Notes 1,21,and 3) 8d 10d 6"edge/12"field adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed equipment supplier. over subfloor as per manufacture's instructions. 11).All bathroom walls to have 112"thick moisture-resistant sheetrodc.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General 5d coolers 5d coolers 7"edge/10"field ceilings and over furnace to have 518"thick type-x sheetroc k.All other parts of building Contractor and owner for final review and approval. Gypsum Wallboard to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be Installed as per N.Y.S.Residential Construction Code. Structural Panels approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1"Or less 8d 10d 6"edge!12"field torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per-section• lr- (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N�:S-Restdeneal•GonstnictbTreode. be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge a�1 Nys to obtain higher shear capacities„nailing requirements for structural members shall be doubled,or altemate connectors shall be used to maintain load path. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA LvpQitmetrr� (2)For wall sheathing within 4 feet of the corners the four foot edge zone attachment requirements shall be used. - 3 Tabulated 12 inch o.c.nall'spacling assumes wall sheathing attached to stud framing members with 0.42<G<0.49. Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including4 feet on each side of the roof peak,the 4 foot Ground Snow Y g � P � `�'`��° '" • �:a;� � ' '' Seed Depth Design Underla ment perimeter zone attachment requirements shall be used. �" tg �` Load P p 9 Y 5 Tabulated 12 inch o.c.nails spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For r�. Tem Required ( ) P 9 9 9 Moderate o framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. ,p 25 psf 140 mph A Severe 36 in. Slight to 15 F Yes -•�,._.�� =�. f to Heavy (6)For wind speeds greater than 130 mph,blocking is required which transfers shear additional fti ear load to two additionarafters(3 rafters n w .^ Moderate total). �' rr (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. "r ,a1684 '�, �,a--•tea• "`��. OFFS r� '1 _ T CONSTRUCTION CONNECTORS ! II CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST �N U CONNECTION LOCA'--1 PART NUMBER: NOTES: oif RIDGE-TO-RAFTif -R LSTA24 APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER a 1 co RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER w } NOTCHED RAFTER _ USE WITH SPTH4 CONNECTOR , ; I RAFTER . ` PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD w a N RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD - 'TA 2 APPLY TO EACH JACK STUD � I HEADER-TO-JACK STUD LS 1� CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD Lo SHEAR WALL HOLDDOWR_ ANCHOR ADS5 APPLY TO EACH SIDEWALL END ^ l 1ST. FLOOR-UNDER-S'LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE F, TYPICAL RIDGE TO RAFTER STRAPPIN'� T T PPING _ USE Wll�i 3" SQUARE WASHERS I USS THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ! FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i RAFTER PROVIDE 112" SPACING - BETWEEN THE END STUD ANCHOR BOLT-CONNECTION ! �! AND THE 2 OTHER STUDS FOUNDATION Wr ou.ANCA BOLT FOR ALLOWING ANCHOR BOLTSUMKRTM MAVMVMd RAFTER HOLDDOWN INSTALLATION CONNECT CORNER STUDL�� FOUNDATION .•� TO TRANSFER SHEAR (CRM SPACE OR EQg2Q&TM I STM 72r-OC TOP PLATE FASTEN WITH (2) 16�c1 SILL PLATE TO FOUNDATION COMMON NAILS 6 O.C. �► 2 STORIES 31r°C = S TOP PLATE _� WALL BOTTOM KATE TO FOUNDATION 1,2 STORIES 5rOC WALL STUD WALL STUD SIDEWALL ENDWALL USE WITH St WASHERS (USPP LBPW OR OR BP583) I S A T CONNECTION SHEAR WALL CORNER CONNECTION _ i P -- - t I► 2ND. FLOOR WALL STUD KING$TUDS L { 1 Mow 2ND. FLOOR PLATE � CRIPPLE STUD � SUBFLOOR WOOD JOIST RIM BOARD w HEADER BLOCKING WOOD JOIST I 1 ST. FLOOR TOP PL.ATtS JACK STUDS W GIRDER/HEADER ! WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD i . TYPICAL.HLADER CONNECTION JOIST FRAMING OVER WOOD GIR[?ER JOIST FRAMING FLUSH WITH GIRDER/HEADERMICALM rAir 1 1GT. FLOOR WALL STUD 1 ST. FLOOR PLATE .L SILL GASKET j r SUBFLOOR .r. : .' & WALL STUD ® TERMITE SHIELD WALL STUD RIM BOARD BOTTOM PLATE BOTTOM PLATE DBL. SILL PLATES BATHTUB SUB FLOOR DOUBLE SILL PLATE - DOUBLE JOIST DOUBLE JOIST _ (TO OVERLAP JOINTS) FOUNDATION WALL ' FOUNDATION WALLSILL PWES TO FOUNDATION AN ; DOUBLE JOIST FOR UNDER A BA�'MTU �U§LE JOIST FOR NON-BEARING WALLS � � 1 S FLOOR TO FOUNDATION CONNECTIONS i j --------- --------- L---- -- - --- ------ -- -- ------------- -- _ , WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES 4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE wl MIN. 1 /2" DIA. x 7" ANCHOR BOLT 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN. 1 /2" DIA. x 7" ANCHOR B LT 4x4 POST TO GIRDER HEADER PBS44Z PBSE44 KC44 USE ONE TYPE FOR EACH POST 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST POST COLUMN TO GIRDER HEADER LSTA12 OR LSTA24 USE 2 FOR EACH POST COLUMN RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER RAFTER JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER RAFTE RAFTER TO LEDGER BOARD —F—TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY WHERE TMU26 CAN NOT BE USED LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADER Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015, Pages 149 and 193) RAFTER Number of Number of_F Joint Description Common Nails Box Nails Nail S akin ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CelingJoisttoTopPlate(Toe-nailed) 3-8d 3-8d perjolst Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end STAIR T R E A Rim Board to Rafter End Nailed 2-16d 3-16d each end GIRDER/HEADE WALL FRAMING P 0 S T RIM B 0 A R Top Plate to Top Plate(Face-nailed) 2-16d(1) 2.16d(1) per foot Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side P O S T/C O L U M S T R I N G S Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. o ° Header to Header(Face-nailed) 16d 16d 16"o.c.along edges RIM./DECK J 0 I ° Top or Bottom Plate to Stud(End Nailed) 3-16d 2.40d per stud STRINGER TO DECK /PORCH CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION f5 Bottom Plate to Floor Joist,Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot POST TO DECK/PORCH CONNECTION FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d perjoist Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist HEADE Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist GIRDER / a Band Joist to Joist(End-nailed) 3-16d 4-16d per joist GIRDER /HEADE Band Joist to Sill or Top Plate(T:,e-nailed) 2-16d (1) 3-16d (1) per foot ` OIST ROOF SHEATHING . POST/COLUMN ucuraPanels(See Notes , and ) InteriorZone 8d 10d 6'edge/12'field POST/COLUMN Perimeter Edge Zone 8d 10d 6"edge/6"field 01 Gable End Rake with up to 1'R:ke Overhang 8d 10d 6"edge/6"field GIRDER /HEAD ' CEILING SHEATHING Gypsum Wallboard 5d coolers 5d coolers 7"edge 11 0"field WALL SHEATHING Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field FLOOR SHEATHING Structural Panels 1"or less 8d 10d 6"edge 112"field (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. GIRDER (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. or P0ST (3)Tabulated 12 Inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot WOOD J O I S perimeter zone attachment requirements shall be used. V V V^ v - 4 (5)Tabulated 12 Inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For `^ GIRDER/H E AC)E framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. CONCRETE PIE ,>' 12"x 12"x 12" CONCRETE F 0 0 T D ^ >' ° (6)For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional rafters(3 rafters In total). V I (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. V^ ,' I V V^ L V POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. J 01 I S T FRAMING FLUSH WITH GIRDER/HEADER All fasteners,hangers and anchors to be galvinlzed or stainless steel. GIRDER TO CONCRETE PIER CONNECTION 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA, Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. .... 3).Posts supporting girders shall be anchored to a 12"x12"x12 thick concrete bating. Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall ii �+• _ x. +'r ' Load Speed Depth Design Ulnderlayment be 3 ft.below grade.Girders with roofs shall have 12"dia.concrete piers 3'below grade. Temp. Required Moderate 4).Deck joists to have blocking at 8'0 o.c.. 25 psf 140 mph A Severe 36 in. Slight to 15°F Yes + ^ to Heavy5).A minimum of 10 inch flashing shall be Installed between the building and ledge. Moderate +. Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts at 16"o.c. c 6S ��, 6).Concrete piers shall be a minimum 6"above grade. 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored � � to girder(s). ' 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 51 1 LO I Loll I v% S�D _ fol d Ixf ct v, } � b �,, 1 G I t G tai `11 rAL, t I p Pik-I t✓ l ? 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