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HomeMy WebLinkAbout42401-Z 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 Suivey SoutboldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.lx.t_:. Trusten Flood ermit FxaimA - '201 Storm-Water nWater Assessment Form Contact: Appro^ed ..;,20 Mail to 9 UK '�d(A/ Disapproved alc,..... Phone. d l wp braiiebax 20 .. r p� pp Sl 1'os. or APPLICATION FOR BUILDING PERMIT Date20 O INSTRUCTIONS T a 'l"bis xpplic��atio,t,,MIJS'T lbe completely filled Sax by typewriter or iri ink aibd subinrtted to the Building Inspector widi 4 at t; 1; to stale Fee accordirig to schedule . °,' Cation of lot and of buildings on premises,relationship to adjoining premises or pubbc 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 budding 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. ( ature of applicant or name,if a co... Sign pp corporation) r ... (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ___W_ i ... ........ _. — (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 Ni Other Trade's License No. 1. Location of land on whi h pray, Cased work ww ll be doibe. h � House Number Street Hamlet �ll ' __.. ` ...� County Tax Map No. 1000 Section ''> � 'lloc_ww� � Lot Cnhrlivicinn Fi1Pr1 Man Nn T At 2. State existing use and occupancy of premises and intend use and occupancy ccu anc of proposed consttio : a. Existing use and occupancy Lle ?` b. Intended use and occupancy checkwhichlaPP applicable): De New Addition Alteration C 3. utkmk• Re air_•••._ Other Work e o work(� . � atB (Description) I 4. Estimated Cost_ _ Fee .....�..... ........ (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7 Dimensions ions of existing structures,if any Fronk­­_1 Rear_ s _ Depth HeightNumber of Stories , Dimensions of same structure with alterations or additions: Front bear Depth Height Number of Stories Nurrtber of torie Height t wit nstratctior.Front � i .gear r Depth 8. Dimensions of t"ntir�. .. 9. Size of lot:Front ;�" d Rear Dcpt:h f r J' u f r 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated -y 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO IJ. Will lot be re-graded?YES_•.• �NO D ill axcess fill be removed fi'orn premises?YES NO 14.Names of Owner ofrt„n�tscs_ rr P " � Address ` .. 'wt I Phone No. Name of Architect r � Adcl�ress � ��� ( _Phone No Name oft„rchite t r t � � Address a -'hone No 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTFIOLD TOWN TRUSTE ES&D,E.C.PERMI'MI" MAYBE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES X, NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. S t , P O C1 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NoJC *IF YES,PROVIDE A COPY, STATE OF NEW YORK) SS. COUNTY OF� ) W •l CCNNI D, H ame�of ind� i signing cant above name being duly sworn,deposes and s ( j th8 m� (N g 8 ) d No.01 Q f 50York ualified in (S)He is the ., l •,' commis-"Si _ County (Contractor,Aged Corporate Officer,etc.) .o �llt 1 , ,6 t 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. SworrTM before me this,- day o f" i ek w n/ Il t" m Notary Public Sign Mare 0 plicant Scott A. Russell � �� m � ������� SUPERVISOR MANNA\G]EM]EIN SOUTHOLD TOWN HALL-P.O.Box 1179 N ; 53095 Main Road-SOUTHOLD,NEW YORK 11971 t S w Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES S PROJECT rNVOLVE ANY OF THE FOLLOWING Yes No (CF{£CK 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. EIP 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. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more unlessrior approval of a Stormwater Management P PP g 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 ....... i of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with ,your Building Permit Application. APPLICANT: (Property Owner, ign ProfessionaL Agent,Contractor,Other) S.C.T.M. #' 1000 Date: District s . "" Section Block Lot Contact Information Reviewed By: Date: �' Pro)crty .Address " Location of Construction Werk: — Approved for processing Building Permit.�2AI­­ Storm Management Required. Stormwater Management Co ntrol Plan is Required. g � (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 , w Town Hall Annex Telephone(631)765-1802 54375 Main Road ' �r`; Fax(631)765-9502 P.O.Box 1179II 1 Southold, NY 11971-0959 ` k Y 50 i ray' BUILDING DEPARTMENT TENT NOTICE OF UTILIZATION OF I TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Fate: Owner: Location of Property: Please take notice that the (check applicable line): New commercial or 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) mmIT_m ........ Pre-engineered wood construction (PW) n 6�R-- �__ Timber construction (TC) in the following location(s) (check applicable line): IT Floor framing, including girders and beams (F) _...,.,._ Roof framing (R) Floor and roof framing (FR) Signature: Name (person submittng this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 2/18/2018 ADVANTAGE 38 LEDGEWOOD DR. ESTIMATE SMITHTOWN NY 11787 PAGE 1 OF 1 ELECTRJC HN�C, EMAIL - WWW.ADVANTAGELEC.COM 631-543-1276 ADVANTAGELEC@GMAIL.COM Customer Name SUSAN ODELL Permit Number Address INDIAN NECK RD Est Start Date City/State/ZIP PECONIC Phone QUANITY PRICE TOTAL $ DISCONNET POWER TO GARAGE $ _ MAKE SAFE $ JOB COMPLETE 2/8/18 $ $ 250 $ TOTAL $ 250 Of,[t7-, B 2 0 2018 OFSOUrHOLD PAGE 1 OF 1 ' [:f5/11/2017 MM/DD/YYYY) CERTIFICATE F LIABILITY ILS I P , THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. I IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poiicy(ies)must be endorsed. If SUBROGATION IS WAIVED,subj to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement( ). PRODUCERCONrACT Michael Chestar0 NAME: Cafarelli Insurance Agency PHONE (631)543-6363 FAX IA'c No,Est): (A/C,NO)-(631)543-4891 1030 Jericho Turnpike E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 9 Smithtown NY 11787 INSURER A2 RCHANTS W07PUAL INS CO 23329 INSURED INSURER B:ShelterPolnt Life Insurance Company Advantage Electric Inc INSURER C: 687 Broadway INSURER D: I INSURER E Massapequa NY 117$6-2320 INSURER F: COVERAGES CERTIFICATE NU BER:CL1751105854 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD rNDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR Ai)••G'L SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE q +; VYi/ POLICY NUMBERMMIDD MRRIDDNYYY} LIMITS X COMMERCIAL GENERAL LIABILITY FAG;HOCCURRENCE S 1,000,000 A CLAIMS-Y.ADE. 1L OCCUR. kJ.wA��'a�S S[ u'd'L rcA. I� 'FIY"I�RBSo=n[Ea oacwa.ur.0>-,c:aa) S 500,000 BOP9092641 3/13/2017 3/1.3/2015 MED LXP(Any cnnLppiscr') S 15,000 PLRSONAL.$,.ADV(INJURY S GF..N'I...AGGREGATE LIMIT APP,IES PER GENERAL A#GGRI:;GA'II E $ 2,000,000 POLICY' PFtr„D- LOC PIROI dl.kCI S.C0110lr110P AGG 5 2,000,000 wP"'Tr tD"['I-TER I'II'I-I S 100,000 ak3F1,xINGLE.LIMIT AUTOMOBILE LIABILITY GL.}r1 �o�'0 5 ANY AUTO BODILY INJURY(Per pe ) S ALL OWNED SCHEDULEV.1 AUTOS AUTOS BODILY INJURY(Pe.accdernl) S NON-OI INEPROF RTY DAMAGE 5 HIRED AUTOS AU'T'OS S UMBIREw'Il.1.A UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MAICIE AGGREGATE S DFD RETEmnON S S WORKERS COMPENSA'nON PFR OIIH AND EMPLOYERS'UA.BIU'TY Y/N STATUTE ER P2MPRIFT'02'PARTke-RIEXECL)PIVE EL EACH ACCIDENT S 100,000,. T +E•:"t9 !(ER ie:XCLUDED NIA A 1"a" rvdaltaty In NIR) WCA1036004 5/29/2017 5/29/2015 E I... DISE.:ASE. EA EMPLOYEE S 100,000 If yes,dcscr.t:e under DFSCRtPTION Dim OPERATIONS bo!ow E 1.. DISEASE-POLICY LIMIT S 500,000 B Diability D432498 1/1/2017 1/1/2018 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certi—irate holder is listed as additional insured as required by written contract or agreement. I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Boger Construction THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1310 Lighthouse Rd ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1603 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(20,401) 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. � �� New Construction: Old or Pre-existing Building: (check one) mm Location of Property: 41 ...... a G. .. House No... ._. ._.. ......_. S eet Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000 Section Block ,Lot Subdivision Filed Map. Lot: Permit No. M Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: µ, Request for: Temporary Ceftificate Final Certificate: ITm �.� (check one) Z ,qe Fee Submitted: $ .... w Applicant Signatu.c; ......... I l I 1 �sl ` EXI5TING GARAGE TO BE REMOVED ° 1 PPOP05ED NEW SITE PIAN GARAGE SCALE z"= '-O" I V 5CTM 1000 8G-07-3.1 Information taken from survey prepared by ` w4 John Metzger,Peconle 5urveyor5 Southold,New York I y dated September 8,2004 PROPERTY AREAS' Exi5tmg Lot area: 157,1 GG56i.ft. I House(exi5tmg): 1869 5q.ft Garage(ex15t1n6j): 2 1 G 5q.ft. I Total area: 2085 EXISTING HOU5E Exi5ting lot coverage: I.3% TO REMAIN New Garage: 384 5q.ft. Existing garage to be removed Area bemg demoh5hed: 2 1 G5q.ft. Total Area: 2253 5q.ft. TOTAL LOT COVERAGE: 1.4% f l ��� p I, �I 0 uuuVuuuouu, r, z w u O uw CQ ODELL RE51DENCE Q Z N U' � . Z_ LU J LU Q � C) (s) m j `L C) � Z O � N i� LU a Q) W Z LU LLJ 9076 P 6 (f) OQ O FRONT ELEVATION BACK ELEVATION SCALE: 4" = I '-0" SCALE: 4" = I ,-o,, w — m r W W y } 3 � z \7 J U W Q � U z W2036 V Z V J � U � z . U TYPICAL SIDE ELEVATION w 3 i� — oF NEwi C SCALE: q- I -0 W 41. t LLJ Q �1 SOA�c ..o .2 R�FEsst Q z PAGE: I z � o � U-1 P o � o � o Q N U Q — z U' Z_ J W Q � I G'-0' L 8" OVERHANGS 3 D — CONTINUOUS AROUND z O 2868 ALL AREAS `�. z v � 2x 1 O RIDGE; O c PROVIDE SIMPSON PHD5 I I SIMP50N C520 I WALL LEGEND: v CONNECTOR NEW CONSTRUCTION N � Ln HOLDDOWN (TYP. 2) � � — ANCHORS AT ALL CORNERS THROUGHOUT I 2x8 C I J. @ I G" O.C. I 2"X 4" STUD FRAME EXTERIOR WALL @ I G" OC w/2"CDX PLYWOOD SHEATHING DIAMETER ANCHOR BOLTS s I I TO EXTERIOR t SIDING AS SELECTED W w/7" MIN. DEPTH @ 48"O.C. Z w/ MIN. 3"x3"x8" WASHER @ PLATE ( I PROVIDE 2- 2"X 10" HEADERS W ABOVE ALL WINDOWS� DOORS L Q� UNLESS OTHERWISE NOTED 2x8 RR @ I G"0,C, O Q UNEXCAVATED I I7 PROVIDE WIRING FOR OVERHEAD lL 0 GARAGE DOORS AS PER O MANUFACTURER SPECIFICATIONS � IN ACCORDANCE WITH THE POURED CONCRETE, MONOLITHIC RESIDENTIAL ELECTRICAL CODE SLAB * FOOTING; PROVIDEo m ' OF NEW YORK STATE SECTION secA q #4 REBAR IN FOOTING, VERTICAL N m 3 a N HORIZONTAL THRU BASE GA GE ~ ( ROOF NOTE: (TYPICAL ALL AREA5) 13 9'-4" +/- CEI ING HEIGHT I GAF 30 year architectural asphalt 4" POURED CONCRETE SLAB ABOVE GA AGE SLAB roof Shingle over entire roof area. ON COMPACTED FILL WITH I I I 15# felt over 8" CDX Plywood W.W.M. GXG/ IOX 10 GAUGE WIRE (TYP. ALL AREAS sheathing with Ice * Weather 5heild w WITHIN GARAGE) ( at all perimeters and valleys. p— Ln 2x8 RR @ 16 O.C. m r RUNOFF NOTE: Gutters continuously around; 0 m Leader locations a5 per Installer ILLI wL 0 RUNOFF CALCULATIONS: 3 9-0"X 7'-G" DOOR w/ z 2- 2x 12 HEADER if I 439 x . I G7 x 7.5 = 550 gallons of runoff C520 STRAPPING (� LLl a-4 1/2" 9'-3" 3-4 112" V I 3'-0" POURED CONCRETE j APRON @ GARAGE DOOR FOOTING PLAN GARAGE FLOOR PLAN SCALE: ' — 1 '-0" SCALE: 4" = I '-O" U z z � a zD O `D Um Z . i WNEV, C 3 DEL M R.V •4*`hal/ / t, , t LIJ AROFE Sl �P� Q Z PAGE: 2 GENERAL NOTES: z • The information on this set of construction documents is to relate basic design FRAMING NOTES: Q intent and framing details. They are intended as a construction aid, not as a Lli wO LLJ � substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center ~O (V current New York State building codes. The general contractor is responsible for z 6 providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be-pressure treated. 'ACQ'designation N finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA O Q — z • g General contractor to coordinate all subcontractors, schedulinof work and . All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, " interaction between trades. O etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be z • The contractor is responsible for ensurmg that all work and construction meets nailed/bolted in accordance with the manufacturer's specifications. L LLJ or exceeds current federal, state and local codes, ordinances and regulations, etc. Q These codes are to be considered as part of the specifications for this building plan. • Solid blocking is to be installed every 6-0"max, or mid span of all floor joists with spans exceeding 8'-0". Blocking is to be installed at all point load bearing points. • If in the course of construction, a condition exists which disagrees with that as indicated on these drawings, the contractor shall stop work and notify the designer . All exterior wall headers to be as indicated on floor plans 4 sections. All headers exceeding — *the engineer immediately. Should he fail to follow this procedure and continue work, 5-0"shall have a double hack stud with a single king stud*on exterior walls provide double sill plate(typical). m he shall assume all responsibility and liability arismg therefrom. • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. ELECTRICAL NOTES: • The desl ner has not been en a ed for construction su ervision and assumes no ARCHITECTURAL ASPHALT O 9 9 9 P 2x 10 RIDGE; O res onslbdity for construction coordmatm with these plans, nor res onsibilit for • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include ROOFING WITH 15# FELT p� p g p p y installation of fixtures*specifications as indicated on plans. Li ht fixtures to be supplied by SIMPSON CS20 u O construction means, methods, techniques, sequences or procedures or for safety f p g pp OVER 8" CDX PLYWOOD CONNECTOR — precautions and programs in connection with the work indicated. There are no owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install WITH ICE WEATHER SHIELD 6 Z U warranties for a 511 use expressed or implied in the use of these lans. all outlets as per code. All work is to be done in strict accordance with the New York State Code O e p p p p p @ PERIMETERS t VALLEYS 03 by a licensed electrician. All new switches 4 outlets to be Levition,standard,supplied installed 2x4 5TRONGBACK j U FOUNDATION NOTES: by contractor. Contractor to do all hook-ups as required for bathrooms. G� \6 Off' �I 6 O.C. BOLTED TO BOLT ALL AREAS TO RR w/2- 2' CB ��Cd C.J. R.R. • General contractor to review plans, elevations and details to determine TYPICAL I G" O.C. intended heights of finished floor above typical grade. I x6 FASCIA ON EXPOSED 2x8 CJ @ I G" OC W • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. RAFTER TAILS 2x6 ON FLAT Z LLl • Concrete shall be PROVIDE 50LID BLOCKING ACROSS CJ FC = 3,500 PSI @ 28 days LL_! BETWEEN ALL RAFTERS N (S)• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 Welded wire mesh 2x4 STUD FRAME EXTERIOR WALL reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor SIMPSON H7 CONNECTOR GARAGE @ I G" O.C. w/2" CDX PLYWOOD v barrier. Welded wire mesh is to be,placed in the top third of the slab and is to be UNHEATED, UNFINISHED SHEATHING. HOUSE WRAP*SIDING O adequately supported by precast concrete bar supports to assure that the reinforcement 2- 2x 10 HEADER ABOVE AS SELECTED �/ Is held in position during concrete placement and finishing. WINDOWS * DOORS; PROVIDE C520 STRAPPING 2"X G" ACID SILL PLATE • General contractor to install cop-r-tex(or copper)sheet metal termite shields OVER TERMITE SHIELD between all wood surfaces that are exposed to concrete or masonry surfaces. OVER SILL SEAL; PROVIDE 51MP50N C520 NAILING SCHEDULE W/ LPT4 CONNECTORS 2015 WOOD FRAME CONSTRUCTION MANUAL g" DIAMETER ANCHOR BOLTS JOINT DESCRIPTION NAIL QUALITY NAIL SPACING o W/ 7" MIN. DEPTH @ 48"O.C. 7- �p 4 POURED CONCRETE 5LAB W/ MIN. 3"X3"x8' WASHER @ PLATE ROOF FRAMING ON COMPACTED FILL WITH � W.W.M. G X G/ lox 10 LO RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER POURED CONCRETE, MONOLITHIC 1'-G' GAUGE WIRE (TYP. ALL AREAS in 1o'-o"WALL:3-8d FER RAFTER SLAB* FOOTING; PROVIDE CEILING J015T TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PERJO15T WITHIN GARAGE) #4 REBAR IN FOOTING, VERTICAL (f� I O'-O"WALL:4-8d PER J015TO � HORIZONTAL THRU BASE CEILING JOIST TO PA2ALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL ALL AREA5) CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE LU BLOCKING TO RAFTER TOE NAILED 2-8d EACH END BUILDING S ECT I O N "All W RIM BOARD TO RAFTER END NAILED 2-I Gd EACH END 3 WALL FRAMING SCALE: 1' = I '-O" z TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT ((� TOP PLATES AT INTER5ECTION5 FACE NAILED 4-1 Gd JOINTS-EACH 51DE LLJ STUD TO STUD FACE NAILED 2-1 Gd 24"O/C HEADER TO HEADER FACE NAILED I Gd I 001C ALONG EDGES Q TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD 3-I Gd PER 2XG STUD 4-I Gd PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST, CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-I Gd PER FOOT GROUND SNOW LOAD 20 lbs FLOOR FRAMING BA5'C WIND 5PEED 130 mph JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST Exposure Category B BRIDGING TO JOIST TOE NAILED 2-8d EACHEND GENERAL WIND PROTECTION CONNECTION NOTES BLOCKING TO JOIST TOE NAILED 2-8d EACH END 5E15M C DF5!GN CATEGORY B Adapted from Standard for Hurricane Resistant Residential Construction; 55TD BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WEATHERING SEVERE 10-99 and 201 5 513C High Wind Edition Wood Frame Construction LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T FR05T LINT DEPTH 3'-0" Fasteners and Connectors for Wood Frame Construction 0 JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST TERMITE MODEPATE TO HEAVY Z BAND J015T TO JOIST END NAILED 3-I Gd PER JOIST BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT ICE BARZIEK REQUIR-ED YES I . A continuous load path between footings, foundations walls, floors, studs and roof framing shall be- provided. 0 ROOF SHEATHING DE51GN LOAD CALCULATIONS Z 4'PERIMFTER EDGE ZONE- I G"O/C-G"AT PANEL EDGES 2. Approved connectors, anchors and other fastening devices not included in {— STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) the Standard Building Code, Section 2306 of IBC shall be used in accordance INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXTERIOR BALCONIES GO with manufacturers recommendations. 0 FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DE OF THE ROOF PEAK,THE 4'-0"PERIMETER DECKS 40 z EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 3. Metal plates, connectors, Screws, bolts, and nails exposed directly to the Q ATTICS WITHOUT STORAGE I O weather or subject to salt corrosion in costal areas, shall be Stainless steel or U CEILING 5HEATHING ATTICS WITH STORAGE 40 hot dipped galvanized. z GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10'FIELD ROOM5(OTHER THAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 4. Where windows and doors interrupt wood structural panel sheathing and WALL SHEATHING OF BEV' �+ ° 6n > siding, framing anchors or connectors shall be provided at the top and bottom �`� r LU 3 STRUCTURAL PANELS 1/2„ I I ga.Galy.Roofing nail 3"EDGE/G"FIELD TABLE R30 1 .7 �P , )' (.12'k l.5"L.x.7/1 G"head) of cripple studs, header studs, and at least one stud at each side of opening. 25/32" 1 1 ga.Galy.Roofing nail 3"EDGE/G"FIELD ALLOWABLE DEFLECTION OF 5TRUC—URAL MEME6ER5 (.12 x 1.75"L.x.3/8"head) 5. Ridge straps shall be attached to each pair of opposing rafters except wherer, ,1, ;':;• Cie- , LU 41 STRUCTURAL MEMBER ALLOWABLE DEFLECTION ,� 1 '4 t} ,�i �� FIBERBOARD PANELS 7/10' Gd 3"EDGE/G"FIELD collar ties Of I xG or 2x4 lumber Is located in upper third Of attic space and Ln 25/32" 8d 3"EDGE/G"FIELD Rafte-=haw slopes c -eater' ly 180 attach to each pair of rafters. �� �`� r_',;�-.• �� �' GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10'FIELD Itia.1 3112 w th no hni>hed cell nq L G. Uplift connectors shall be provided at each rafter bearing. 4'EDGE ZONE- 10 O/C-G"AT PANEL EDGES AND 12"AT O 7' Alf atf,�a�-,I�ed to_afters A HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD RO -SS U INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT nterior ivallti - artitirn s Hj 180 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' /' z 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floorplastered cc lin.. 3ia s L/ 0 of exterior corners. FLOOR 511EATHING All ctner strjcau•al memebers U240 z 5TRUCTURAL PANELS- I"OR LE55 8d G"EDGE/ 1 2"FIELD Ext.-nor walls writh Flaster or 1-1/350 8. 5111 Plate to Foundation Anchorage: 5111 plate Shall be-anchored to the stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x Exterior walls- wind loads with U240 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 Nailing requirements are basedon wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain brittle-inlshes inches of each end of each plate. Anchor bolts shall have a minimum embedment PAGE: higher shear capacities,Wading reguimrements for structural members shall be doubled,or al When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. Ext-.-f or.Walls- wind loads"Vith L/120 of 7 Inches in concrete/ masonry foundations. Anchor bolts Shall be- located flexible finishes within 12 inches of corners and at spacing not exceeding 4 feet on center. 3