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HomeMy WebLinkAbout37038-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/25/2012 CERTIFICATE OF OCCUPANCY No: 35776 Date: 6/25/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 1350 Smith Rd, Peconic, Sec/Block/Lot: 98.-3-25.1 Filed Map No. conforms substantially to the Application for Building Permit heretofore 2/28/2012 pursuant to which Building Permit No. 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 of second story three season room to an existing one family dwelling as applied for. Lot No. filed in this officed dated 37038 dated 3/5/2012 The certificate is issued to Shea, Mari (OWNER) ofthe aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37038 6/18/12 ~~o~ed Signat mYe TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37038 Date: 3/5/2012 Permission is hereby granted to: Shea, Mari 106 Chestnut St Garden City, NY 11530 To: construct a three season room addition as applied for At premises located at: 1350 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot # 98.-3-25.1 Pursuant to application dated To expire on 9/4/2013. Fees: 2/28/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $254.40 $5O.OO $304.40 Building Inspector 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 wifl~ the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildiugs, 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. Sworn statement from plumber certifying flint the solder used in system contains less than 2/10 of 1% lead. 5. C~mmercia~ bui~ding~ industria~ building~ mu[tip~e resid¢nces and simi~ar bui~dings and insta~ati~ns~ a certi~cate &Code Compliance from architect or eagineer responsible for the building. 6. Submit Plamfing 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: I. Accurate survey of property showing all property lines, streets, building and unusnal natural or topographic features. 2. A properly completed application and consent to iuspect signed by the applicant. Ifa Certificate of Occupancy is deuied, the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees I. Certificate of Occupancy - New dwelliug $50.00, Additions to dwelIiug $50.00, Alterations to dwelling $50.00, Swhnming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy ou Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 ~ 4 Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occnpancy - Residential $ [ 5:00, Commercial $15.00 New Construction: w/' Location of Property: ] ~ ~O House No. Owner or Owners of Property: )q'l ~.a, Jr-~ Suffolk County Tax Map No 1000, Section Su6division Old or Pre-existing Building~] Street Block Filed Map. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee S~bmitted: $ _9-'0, ~-x~,- Date of Permit. (check one) Hamlet Lot Lot: Underwriters Approval: Final Certificate: ~ (check oue) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richert~,town.southold.ny us BUILDING DEPARTMENT TOWN OF 8OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Martin Shea Address: 1350 Smith Rd City: Peconic St: NY Zip: 11958 Building Permit Ct: 37038 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric LicenseNo: 578-e SITE DETAILS Office Use Only Residential I~~ Ind°°r l~ Basement ~ Service Only I~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture I I Pumps Transformer Appliances Dryer Recpt Emergency Fixture~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures U TVSS Other Equipment: Notes: Inspector Signature: Date: June 18 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~I~DATION 2ND [ ] INSULATION [r~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS.[ ] ELECTRI.CAL (ROUGH)~~[ ] ELECTRICAL_ (FINAL) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ REMARKS: ]~G. ~/]JNSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [, ] ELECTRICAL (FINAL) / /' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~ ~ 37o3g TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION /~.FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -..~-~o-/o~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION '~ ELECTRICAL (FINAL) TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined Approved Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm-Water Assessment Form Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ~fl~' ,20!R 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 mnendments 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 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinmlce 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 Nameofownerofpremises /~&.&~-(n, a~¢,o{ ~a_~' (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. /.~ / 60 - ~ Plumbers License No. Electricians License No. ,~ '~' ~ ~ Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section O/ ,~ Block Hamlet Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ w,~'~t, ~'~h ~,e,s, }~e~ ~.~ b. Intended use and occupancy ~,~1~ g~,~ ~\0 I~'~'~'J~Oqt'g 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost~{~01 000,&i) 5. If dwelling, number of dwelling units~_[__ If garage, number of cars Addition Other Work Alteration Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. 8. D~mensions of entire new construction: Front 1 9, Height !,.~ Number of Stories 9. Size ofiot: Front ~1 O63 Rear ~o c5 Dimensions of existing structures, if any: Front ¢t~/2~, ~ Rear ~Height II ~ P-[' Number of Stories '~i'~ensions of same structure with alterations or additions: Front t~ept h ."Br.) Height o~ 'g Depth ~ 3, ~-- Rear Number of Stories Rear Iek .Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~ e.~,,~6.~ ~t ~,-{ 12. Does proposed construction violate aff~ zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO excess fill be removed from premises? YES NO __ 14. NamesofOwnerofpremises j~s4~ frg/a~l-m ~affdress~PhoneNo. ~'~(~ Name of Architect ' Address Phone No Name ofContractor~m./~-~/~,, ~ ~ ~',~_- Address~u~L~Phone No. &-'gl ~-~7~ -0'3 759 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 b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this properly? * YES__ NO / · IF YES, PROVIDE A COPY. ! STATE OF N~W YO?K) · $: COUNTY OF~-~ ~L "--~_ © -FX Ox....¢._ c._k ~C~ being duly sworn, deposes and says tbat (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (t (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 bis_kn_o_wled~e and belief; and that the work will be performed in the manner set forth in the application filed therewith. · Notary Public ViCKI TOIH Notary Public, State.of New Yoa No, 01T0619~596 Quali~i,x,l ia Suffolk ~oun,v B7©B Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPER'IY LOCATIOH.- S.C.T.I~ THE FOLI. OWING ACTIONS MAy REQUIRE 'I~E SUI~M/SSIOH OF A ~¥~[ra-WATER~ GRADINGp DRAINAGE AND EROSION CONTROL PLAN ~ Digital UKbon lUoc~ ~ GIgKTII'II'ID BY A DES!ON PROFE~IONAL IN THE 8'I'ATE OF NEW YORK. SCOPEOFWORK - PROPOSED CONSTRUCTION ITEM# / WORKAS~F_,SSMF.,NT' [ Ycz No a. What is the Total A~as of the Project Parcels? (Include Total Anaa of all Parcels located wlthin I Will Ihl~ Praject Retain NI Stoml-Wa~r Run-Off the Scope of Wo~k fro' Proposed C~sb-uctton} Generated by a Two (2') Inch Rainfall co Site? . /!"~ ib. What is the Total Area of Land Cleadng (S.F./.~r.) (This item will ~nctude all mn-off created by site c~eadng and/m' construction ac~vities as well as all and/or Ground Disturbance for Ihe proposed Site Improvements end the permanent creation of construction ac~vi~? impei%tous surfaces.} (s.F.,~.) 2 Does the Sits P~an and/or Survey Show NI Proposed PROVIDE BR[F~F PRO.~ ]D~CR~'t'J. ON (~,~x~*~,~a~.~p~.asN,~.~) Draina§e Stmlctums IndlcalJng Size & Location? This Item shall include all Pmpased Grade Changes arid -- 3 Does the Site Plan end/or Su~ey describe the erosion r-~ ,.~ ~q. o Y._~ t~--./~ vi ,~.~j 3 ,~ ~.~fo ,'d and sediment control practices that w~ be ased to /'~O O ~ item must be maintained throughout the Entire Co~s~mJ c/ion Peded, 4Will this Project Require any Land F~ling, Grading or Excava§on where there ~ a change to the Natural r'~ E~dsl~g Grade Involving more than 200 Cubic Yards~L~ -- of Metedal within any Parcel? COUNT~ OF · ~ ......~..~.,...~...!.~...U...~.... SS That I ~ ~ 0..~--..~.. .l..~..-~eing duly sworn, deposes and ~.ys that he/she is the applicant for Permit, O~mer md/or representative of the Owner or Ore,ers, ~md i.~ duly authorized to pm'form or have performed the said work and to make a,d file this application; that all ~tatem~t~ COhered in thi~ application are n'ue to the best of his knowledge :md belief; and that the work will be performed in the manner s~t forth in the applical/on filed herewith. Sworn to before me this; FORM - 06/10 o. 0N06190.~96 Oua~i?d n Su;~olk Cou~v ~ Com,,'i:~si. !~ Exoires luly 28 2b I ~L Tov,'n Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone (631) 765-1802 · ax (631) 76 5 ro.qer, n ch e rt(-~own .$o6u~'l~5o(J~. ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Ad6ress: Phone No.: Date: t tq T/ JOBSlTE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No,: Permit No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Block: ,3 Lot: ~,_~, / ~,la''ar~ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 Underground O NO YES ~) Rough In ~ 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone(631)765 1802 Fax(631)765-9502 June 1, 2012 Mad Shea 106 Chestnut St. Garden City, NY 11530 Re: 1350 Smith Rd, Peconic BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) '~Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 7'65-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 37038 - Addition _?~ ?~ ,~.~WN OF SOUTHOLD PROPERTY RECORD CARD---~ C~WNER · STREET/~, V,L~G~ [ D,ST. SU,~" ,o-r ;~ 7 FORME~OWNER N E ~ A~, I " RES.~ S~AS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS Ti~ble 2 Tillable 3 Woodland Swampland J FRONTAGE ON WATER Brushland FRONTAGE ON ROAD ~PXj ~ ~ ~ ~ : .~ House PI~ DEPTH ~ ~ ~" ~ BULKHEAD Tot~ · DOCK M. Bldg. Extension Extension Extension ~orch ~orch ~orage ~atio COLOR Foundation Bath Basement Ext. ; Interior Finish Heat Type '~,~,.~/~_ Rooms I st Floor ,~/, Recreation ~ o-r,) Dormer Driveway Rooms 2nd Floo LR. DR. BR. FIN. B. Total OWNER FORMER OWNER '~,~? S~S. LAND AGE Form Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushlond House Plot Total IMP. STREW* / q d© N TOTAL W DISTRICT SUB. ACR~A~ TYPE OF BUILDING LO* ~ARM COMM. IND, CB. MISC. Est. Mkt. Value DATE / REMARKS / I"1' ~ BUILDING CONDITION NORMAL BELOW Acre Value Per Acre ABOVE Value FRONTAGEONWATER FRONTAGE ON ROAD //~ ~ /2~-_ ~ BULKHEAD DOCK 98.-3-25.1 4/11 [xtensJon t Ext. Walls J lnterior Fihish ' ]arage ~OX~~ ~0 ~,~ ~ Driveway jDormer G j J r LOT tot % ~ LOT (~ AREA = 36,116 ~q[ ft SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N K I000 - 98 - 03 - 24 & ~b ~Nooo SCALE: I" = 30' OCT 20, 2003 87- 734 12. Fml ilrTrll ~ ~IN~LE L ~qH'r (30 ~HINq jTTS ~. md MIN~N "r~P~ P LE FT Sloe E i. EV .TioNJ I E AIZ E L. 6V AT IO B.UILDING DEPARTMENT CRITERIA OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL USE ZONE HEATING DAYS HEIGHT SINGLE FAMILY DWELLING 5760 28-0" TOP OF MAIN RIDGE TOTAL SC),. FT. (AREA) TYPE OF CONSTRUCTION 3454 SQ~ FT= WOOD FRAME CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE DESIGN WFCM -2001 HIGH WIND EDITION FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 NAILING SCHEDULE SEE PAGE 3 CLIMATE AND GEOGRAPHIC SEE PAGE 3 INSULATION ROOF R-38 WALLS (2X6J R-21 FLOOR R-38 MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS EXTERIOR BALCONIES 60 DECKS 40 ATfICS W/O STORAGE 30 ATTICS WITH STORAGE 40 ROOMS~.OTHER THAN SLEEPING) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 45 SEISMIC DESIGN CATEGORY B WIND WIND SPEED 120 MPH EXPOSURE CATEGORY B WINDOW PROTECTION SEE PAGE 3 ALL WINDOWS TO BE PROVIDED WITH MIN. ~'THICK PLYWOOD PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'-0'. PANELS SHALL BE PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE, SHALL BE LABELED WITH THEIR LOCATION, AND SHALL HAVE ALL A~I'ACHMENT HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING SCHEDULE. ENERGY CALCULATION N/A ~ LJ~TO ~'~ D,U I LT' ~.~_lOH.~,l,. ~u PoL.~-', =~lklquE L~ I~th'f' -- ~J 4~T~H EXTCs, q; 12. REQUIRED t CONCRETE L ~CTR~CAl ~ CAULKING 3. INSU~TI~ 4. RNAL - CONSTRUCT~ON & ELECTRICAL MUST BE COMPLETE FO~ C O ALL CONSTRUCTION SHALL ME~T THE REQUJREMENT~ OF THE CO~S 0F NEW YORK ~TATE NOT RESPONSIBL~ FOR DESIGN OR CONS~TION ERRORS ~ETA~N STORM WATER RUNOFF PURSUANT T0 CHAPT~ 236 0F THE TOWN ~09E. ,'},L.: 'ANGY OR .iJNLAWFUL CERT!F)CATE ELECTRICAL INSPECTION REQUIRED d--. ALL WINDOW SIZE AND LOCATION AS PER PLAN, ALL WINDOWS TO BE ANDERSEN 400 SERIES TO MATCH EXISTING WINDOWS WITH SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON THE ELEVATION. F.-El~ov E E',,'F¢I !,JA ~L.,~ P E. 1-,1o L I-F I0 I,,J P L A, l,-.J :~." '4', .4. ,Il m - Il $m. -'L ~'~ '==~-~:-': :: :-"- - - ..... -~ ~:;; s ~ ~ iI V+"" I'- ~" ' ' ~W~"' 1'-~" V4"' GENERAL NOTES: FRAMING NOTES FLOOR PLAN NOTES TRUSS BRACING -- (MTS12) PLATE (RPS4) 10d NAILS OR 1Ed SINKERS 3" O O VERTICAL 4" O C HORIZONTAL STRONG-WALL SHEARWALL PICAL AT ~AACFH CORNER) SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LBPS) (CSIB) JD TO I~AND JOIST (CS16) (LSTA18) 7/n. BOX BE~M SILL PLATE TO FOUNDATION (HBPS/LBPS) (BP) PROV METAL FLASHING METAL FASTENER SCHEDULE (EXAMPLE) NAILING SCHEDULE BUILDING DEPARTMENT CRITERIA OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL USE ZO~NE HEATING DAYS HEIGHT SIN_GLEFAMILY DWELLING 5760 28-0" TOP OF MAIN RIDGE TOTAL SO.. FT. (AREA) TYPE OF CONSTRUCTION 3454 SQ. FT. WOOD FRAME CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE DESIGN WFCM -2001 HIGH WIND EDITION FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 NAILING SCHEDULE SEE PAGE 3 CLIMATE AND GEOGRAPHIC SEE PAGE 3 INSULATION ROOF R-38 WALLS (2X6) R-2! FLOOR R-38 MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (psf) EXTERIOR BALCONIES 60 DECKS 40 ATtiCS W/O STORAGE 30 ATrlCS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 45 SEISMIC DESIGN CATEGORY B WIND WIND SPEED 120 MPH EXPOSURE CATEGORY B WINDOW PROTECTION SEE PAGE 3 ALL WINDOWS TO 8E PROVIDED WITH MIN. $~"THICK PLYWOOD PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'-0". PANELS SHALL BE PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE, SHALL BE LABELED WITH THEIR LOCATION, AND SHALL HAVE ALL ATFACHMENT HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING SCHEDULE. ENERGY CALCULATION N/A CLIMATE AND GEORGRAPHIC; DESIGN CRITERIA E.VI. ' _ALI'F-IZlqAT'I PEc FFAMIkI i/~rll., iL ~ ti TABLE 1609.1.4 WIND-BORNE DEBRIS PIROTECTION FASTENING SCHEDULE FOR WOOD S'ImJCTURAL PANELS'~.c FASTENER SPACING (inche~) 2fee~ < 4fe~< 6feet < FASTENER PaBltlpem Plndq~n Panltlp~ ~n ~PE ~2~ ~4~ ~6~ ~8~ 21/2 No. 6 W~ ~rews 16 16 12 9 21/2 No. 8 W~ ~ws 16 16 16 12 For SI: I inch = 25.4 mm, I foot = $04.8 mm, I pound = 4.4 N, I mile per hour = 0.44 m/s. a. This table is based on a maximum wind speed (3-second gust) of 130 mph and mean roof height of 33 feet or b. Fasteners shall be installed at opposing ends of the wood stmetural panel. c, Where screws are attached to masonry or masonry/stucco, they shall be at- tached utilizing vibration-resistant anchors having a minimum withdrawal capacity of 490 pounds, -P NOTE: ALL STRAPPING TO GO BENEATH , EXTERIOR SHEATHING, (TYPICAL ALL) K~NT-SAG LSTI22 OR ONNECTION OF WALL EATHING TO WINDOW ONNECTION OF WALL ~EATHING TO 2~X ~" STUDS CONNECTION OF WALL SHEATHING TO WINDOW HEADER (EXAMPLE) SIMPSON HL35 (3) 2"X 10" HEADER CONNECTION OF WINDOW rD EXTERIOR WALL. SIMF~ON LSTA18 STRAP WITH (12) 10d FASTENER. 2" X 8" SLOCKING JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) BAND JOIST E~ ;LOOR FRettING TWO- MEMBER FLOOR SUPPORT BE~M PIL NNECTION OF FLOOR FRAMING RIDGE CONNECTION OF RIGDE //DI~ BEAM TO ROOF RAFTER (EXAMPLE) 1 SCRE~V THROUGH BRACE AT EACH ,75 X 33 MIL X- BRACING (EXAMPLE) ANGLE BRACKET TO STUD AND RAJ- I TO SUPPORT BEAM SIMPSON LTS12 DBL, MICROLLAM S3RAP WITH (12) I Od X 1 1/2" FASTENER INTO FLOOR JOIST AND SUPPORT BEAM BIRDSMOUTH CUT LOW END OF JOIST ONLY ~1 -~] CONNECTION OF FLOOR FRAMING (EXAMPLE)~'wy TO SUPPORT' BEAM. IA1- 1] CORNER CONNECTION~ ROOF ~___SHF-ATING TO WALLSTUD (EXAMPLE) ~ TRUSS TOP PLATE. WALL :STUD WALL STUDS , CLIP ANGLE (BOTH SIDES OF BOTFOM PLATE ~,.' CONNECTION) MIN LENGTH -- JOIST DOUBLE BAND JOIST \'! '~'/u~.~/// WEB DEPTH MINUS 1/2" TOP PLATE SHEETING SIMPSON LTP4 STRAP (12) 8d X I 1/~ ~ CONNECTION OF TOP ~ CONNECTION OF WALL ~ JOIST TO HEADER JOIST WALL PLATE TO WALL STUD. (EXAMPLE) TO FLOOR FRAMING. (EXAMPLE) 4. M^'FgH 12. J7 > r H Ex'T~ ~AI'C H 174"" I I _ 0" BUILDING DEPARTMENT CRITFRIA OCCUPANCY CLASSIFICATION USE ZONE HEATING DAYS HEIGHT R-3 RESIDENTIAL SINGLE FAMILY DWELLING TOTAL SQ, FT. (AREA) TYPE OF CONSTRUCTION DESIGN CRITERIA 5760 28-0' TOP OF MAINRIDGE 3424 SC~ FT. WOOD FRAME CONSTRUCTION PRESCRIPTIVE DESIGN FRAMING ELEMENTS WFCM - 2001 HIGH WIND EDITION SEE FLOOR PLANS AND SECTION WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 NAILING SCHEDULE SEE PAGE :~ CLIMATE AND GEOGRAPHIC SEE PAGE 3 INSULATION ROOF R-~R WALLS (2X6~ R-21 FLOOR R-3R MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (RSl~ EXTERIOR BALCONIES 60 DECKS 40 A~rlCS W/O STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHE~R TH~AN SLEEPING) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 45 SEISMIC DESIGN CATEGORY B WIND WIND SPEED 120 MPH EXPOSURE CATEGORY B WINDOW PROTECTION SEE PAGE 3 ALL WINDOWS TO BE PROVIDED WITH MIN. ~'THICK PL't~VOOD PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'-0". PANELS SHALL BE PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE, SHALL BE LABELED WITH THEIR LOCATION, AND SHALL HAVE ALL ATrACHMENT HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING SCHEDULE. ENERGY CALCULATION N/A FP-oN T E L E',/ATtO ToP OF APR - 2 20!2 To p,~,F c~c1 -Fop 7;12 I,A T'C. H E ',,,TC1 ?Al WT~ O E L Ex/AT I o1, V4~ 1 *- orr ~a ~Z ½=~L n ~U ~OLI 1,10 I ~ PJ A~J.~ II II t/~ It ~ I1-0tt I: ~r I~, T II4C~ ~, Id ..... U EXI~Tllq CI 2. LOIl II PLAIJ ~dAI'F...H NEhr H I1"H 7_z~ N~P ~'FUD IF- 'r'l'? NEC. F-- FF-AMIM~ PLAI',~ ll-o" - I~/~'"X I I1/~,° ~-oo~ I'~TINq ~'~q~'FI N q E×I~Tllqq LIVIM~ 12-h'1 ~I]ILD I ~IlC1 SF. CT lO kJ Lv- ~4~:i I II ii II Ii [ZOOP PIZA M I~IC] Z ~2 GENERAL NOTES: FRAMZNG NOTES FLOOR PLAN NOTES (BPS4) 10d NAILS OR -- 16d SINKERS 3" O.C VERTICAL 4" C.C. HORIZONTAL STRONG-WALL SHEARWALL PICAL AT ~H CORNER) PRE-ATTACHED PHD6 WITH 12 SDS 1/4X3 SILL PLATE TO FOUNDATION -- USING USP BEARING PLATE FASTENERS (HBPS/LSPS) (CS 16) (CS1 E) (LSTA18) 78" BOX BEAM SILL PLATE TO PLATE FASTENERS (H BPS/LBPS) SILL PLATE TO FOUNDATION (BP) PROV. METAL FLASHING AT ALL WINDOW SILLS. ('rYP. ALL LOCATIONS) METAL FASTENER SCHEDULE (EXAMPLE) NAILING SCHEDULE BUILDING DEPARTMENT CRITERIA OCCUPANCY CLASSIFICATION R-3 RESIDENTIAl USE ZONE HEATING DAYS HEIGHT SINGLE FAMILY DWELLING 11B 5760 28-O" TOP OF MAIN RIDGE TOTAL SQ. FT. (AREA) TYPE OF CONSTRUCTION 3454 SQ. I~1'. WOOD FRAME CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE DESIGN WFCM -2001 HIGH WIND EDITION FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 NAILING SCHEDULE SEE PAGE 3 CLIMATE AND GEOGRAPHIC SEE PAGE 3 INSULATION ROOF R-38 WALLS (2X6) R-21 FLOOR R-38 MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (pst') EXTERIOR BALCONIES DECKS 40 ATTICS W/O STORAGE 30 ATTICS WITH STORAGE 40 ROOMS (OTHER THAN SLEEPING) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIAL~ REFERENCED TO ARCHITECTURAL GRAPHIC STANDARDS SNOW GROUND SNOW LOAD 45 SEISMIC DESIGN CATEGORY B WiND WIND SPEED 120 MPH ~ EXPOSURE CATEGORY B WINDOW PROTECTION SEE PAGE 3 ALL WINDOWS TO BE PROVIDED WITH MIN. ~'THICK PLY~VOOD PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'-0". PANELS SHALL BE PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE, SHALL BE LABELED WITH THEIR LOCATION, AND SHALL HAVE ALL ATFACHMENT HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING SCHEDULE. ENERGY CALCULATION N/A CLIMATE AND GEORGRAPHIC DESIGN CRITERIA TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSU,.c FASTENER SPACING (Inche=) 2fe~< 4 feet < 6 feel < FASTENER PaBela~m Panel~n Panet Iplm ~n ~PE S2~ ~4~ ~6~ ~8~ ~/2 No. 6 W~ ~mws 16 16 12 9 21/2 No. 8 W~ ~mws 16 16 16 12 For SI: I inch = 25.4 mm, I foot = 304.8 mm. I pound = 4.4 N, I mile per hour = 0.44 a. This table is based on a maximum wind speed (3-second gust) of 130 mph and mean roof height of 33 feet or less, b, Fasteners shall be installed at opposing ends of the wood structural panel. c. Where screws are attached to masonry or masonry/stucco, they shall be at- tached utilizing vibralaon-resistant anchors having a minimum withdrawal capacity of 490 pounds. NOTE: ALL STP, APPING TO GO BENEATH EXTERIOR SHEATHING, (TYPICAL ALL) KANT-SAG LSTI22 OR RIDGE ~ST.ENER BEAM ~ J / (STRAP REQUIRED FOR 16 JOIST SLOP, CONNECTION OF RIGDE ~//D 1~.'~ BEAM TO ROOF RAP I ER (EXAMPLE) 1 SCREW THROUGH BRACE AT EACH FLANGE 75" X 33 MIL X- BRACING (EXAMPLE) WALL-- WALL STUD ~ (3)~'x10. ~ UI UI I CONNECTION OF WALL WIN OOW -"x~ ~EATH~NG.EADER ~, H F.q:~ERON~eCTIO~ TO OF WINOOW W*CU TO WINDOW H~E~ (EXAMPLE) SIMPSON HE3.5 ANGLE BRACKET CORNER CONNECTION (EXAMPLE) CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN. LENGTH = JOIST WEB DEPTH MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) STUD (3) 2"X 10" HEADER CONNECTION OF WINDOW F-X'TERIOR WALL. SIMI~3ON LSTA18 STRAp WITH (12) 10d FASTENER. 2" X 8" BLOCKING  (2) 2' X 4" TOP PLATE ~ 2" X 10" RAFTER RAFTER BRACING UTS12 STRAP WITH (7) 10d X 1 1/~ FASTENER TO STUD AND RA~ ~ ~R, BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) ROOF TRUSS DOUBLE TOP PLATE METAL HURRICANE CONNECTOR WALL SHEATING SHEATING TO JACK STUDS CONNECTION OF WALL SHEATHING TO STUDS AROUND WINDOW HEADER (EXAMPLE) I~IAN D JOIST E~FLOOR FRAMINO 'I~VO- MEMBER FLOOR CONNECTION OF FLOOR FRAMING TO :~IUPPORT BE-AM. (EXAMPLE) WALL STUD WALL STUDS " g' ' F TENER. CONNECTION OF TOP ~ WALL PLATE~ SIIMPSON LTP4 STRAP (12) 8d X I 1/2" CONNECTION OF WALL TO FLOOR FRAMING. (EXAMPLE) ½