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HomeMy WebLinkAbout35898-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34611 Date: 10/14/10 THIS u~KTIFIES that the building ACCESSORY GARAGE Location of Property: 1145 FLEETWOOD RD (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 137 Block 4 Sutxlivision Filed Map No. Lot No. CUTCHOGUE Lot 26 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in th/s office dated SEPTEMBER 27, 2010 pursuant to which Building Permit No. 35898-Z dated SEPTEMBER 27, 2010 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 NON-H3%BITABLE UNHEATED ACCESSORY ONE CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR PER ZBA #5362, DATED 11/6/03. The certificate is issued to ALFRED A & MARY M MAGILL ( OWNER ) of the aforesaid building. SUFFOI~K t~)~ DEPAR~)~I~T OF }I~JkLTH /~PPRO%5~L N/A ~.RCTRIC~J5 U~TIFICATE NO. 06-3958 03/26/10 PLIghtERS U~U(TIFICATION DA'r~D N/A Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED} PERMIT NO. 35898 Z Date SEPTEMBER 27, 2010 Permission is hereby granted to: ALFRED A & MARY M MAGILL 1145 FLEETWOOD ROAD CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR PER DECISION # 5362 REPLACES EXPIRED BP # 33598 at premises located at 1145 FLEETWOOD RD CUTCHOGUE County Tax Map No. 473889 Section 137 Block 0004 Lot No. 026 pursuant to application dated SEPTEMBER 27, 2010 and approved by the Building Inspector to expire on MARCH 27, 2012. Fee $ 152.00 ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33598 Z Date DECEMBER 26, 2007 Permission is hereby granted to: ALFRED A & MARY M MAGILL 700 GLEN COURT CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR PER DECISION # 5362.REPLACES EXPIRED BP # 32169 at premises located at County Tax Map No. 473889 Section 137 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 1145 FLEETWOOD RD Block CUTCHOGUE 0004 Lot No. 026 26, 2007 and approved by the 26, 2009. Fee $ 152.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32189 Z Date JULY 5, 2006 Permission is hereby granted to: ALFRED A & MARY M MAGILL 700 GLEN COURT CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR PER ZBA DECISION #5362 at premises located at County Tax Map No. 473889 Section 137 pursuant to application dated JULY Building Inspector to expire on JANUARY 1145 FLEETWOOD RD CUTCHOGUE Block 0004 Lot No. 026 5, 2006 and approved by the 5, 2008. Fee $ 152.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28556 Z Date JULY 15, 2002 Permission is hereby granted to: ALFRED A MAGILL FLEETS NECK RD CUTCHOGUE,NY 11935 for : CONSTRUCT ADDITION TO EXISTING GAP~AGE. THIS PERMIT REPLACES BUILDING PERMIT #10671. at premises located at County Tax Map No. 473889 Section 137 pursuant to application dated JULY Building Inspector to expire on JANUARY 1145 FLEETWOOD RD CUTCHOGUE Block 0004 Lot No. 026 15, 2002 and approved by the 15, 2004. Fee $ 75.00 Aut or¥ e Signature COPY Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ~OUTFIOLD, N~ Y. ~o ~D~O BUILDING PERMIT ~r,-,s P[~,-,' ,,,,us'," Bi ,<EP'~ o,., T.,E P,~[M,s[s ,.,N.,-,,~ 3~/~ CQMPL['FION OF TH[ WORK pursuant to application dated Building Inspector. Permission is hereby granted to: ~0..,. ...... z~t..,¢ ...... ~.~.~'. .................... ,, _ .~,,~o~.~.~./....~.,. ............ . to.. I~.~.:~.7~,~..~,~...~.~..~..~...I.,~.O ~.~.....t..o..... ,JE~.~.~,~.~ ......................... ................................................................ , ....................... ~-,~.~..~,o~.u~.-..x~.,.~. ...... ..... /~/'~ ........ 7' .................. , 19~., a.d epproved by ,lie Fee SZ; ................. Form No. 6 f - ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT .~I~L \ ?- TOWN HALL ~ ' ', 765-1802 ~ OCCUPANC 'W'~: APPLICATION FOR CERTIFICATE OF ~ .- 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. Swom 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: New Construction: Location of Property: I t ~-~ ~- Fl e ~n~0L'we E~ House No. Street Owner or Owners of Property: Suftblk County Tax Map No 1000, Section Block (check one) q-3'Hamlet Lot C~ Subdivision Permit Nc.'35~ Health Dept. Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Lot: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) ~Applicant Signature Electrical Inspectors, Inc. 308 East Meadow Av~uc East Meadow, NY 11 $54 OffiCe: (5 ! 6) 7~)400 (631 )396:7474 Fax: (51~,) 794-5854 W~bsit~: www.elmttiealln.vp~r~.¢om ~.'aail: irdo~le~triealinsp~mme°m Muil To: Michaels Electric Michael Ostrowski PO Box 419 West Islip, NY 11795 35472-ME Certificate Number: 06-3958 Municipality: Southold, Town Of Inspector: 125 Issue Date: 3/26/2010 Prope~y Address: Alfred Magill 1145 Fleetwood Road Cutcho§U~, I'4Y 119~5 AND FOUND TO BE IN COMPLIANCE WITH THE No vi~aal defects were found for the electflaal inspection provided, blo obviom I-~r~n below 0nly. BY Over 1- Ga~ Cook Top. l- Dishwasher. t(tgande~e~nl ~ixture~, 21. Wall Sconces, Si ~hau~t Fan~, 1. E~haust Fan, 2-20Amp , ~OOdm$~ $~ngIeph~e New Undet~roand $~rvi~B/l Meter. 200dmp $i~gl~ Phase Rough 7/18/06 Final 3~25/10 8L05. 0EPT. TOW~ ~ SOCLTHOLD i Richard M. Bix;one Philip F. Ooehring Chief Electrical Inspector /INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INSU~T~.ION [ ] FRAMING [~]'"FINAL [ ] FIREPLACE & CHIMNEY RrMARKS:~ ~)~~~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESIST~INT PENETRATION REMAR~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F~DATION 1ST [ ] ROUGH PLBG. [~]~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] FINAL [ ] FIRE SAFETY INSPECTION REMARKS: ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEP~ 765-18O2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~ '-30 -o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT OONSTRUCTIOII [ ] ROUGH PLBG. [ ] INSULATION ~.FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS:~~~~. ,. ~ ~ DATE / -~ ;~;~o ~/o iNSPECTOR ~/-~ ~~,,_ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] F~mT~TC0~mUC~0. [ [ ] ROUGH PLBG. [ ] INSULATION ~,<~ FINAL ,~,~ [ ] FIRESA~-,-~'INSPECTION ] RRE RES~TANT ~ENETRAl10N REMARKS: DATE INSPECTOR CHARLES M. THDMAS, R.A. PO Box 8'7'7 ,IAMESPORT, NY ] ] (631) 727-7993 May 6, 2009 Letter of Certification Al Magill Project Location: 1145 Fleetwood Road Cutchogue, NY 11935 Re: Detached Garage I have inspected the above referenced project (Building Permit # 33598 Z) and have found the wood frame construction, and the required strapping to be in conformance with NYS building code. Please do not hesitate to contact me with any questions regarding this matter. Sincerely, Charles M. Thomas ,'r~.I',nU'qSPECTIONR]~PORT{ DATE { COMM~,NTS ~'{, ..................................... FOU~ATION (~) ~.~ ROUGH ~G & ~S~ATIO~ P~ N. Y. STATE E~R~ CODE ~D~ON~ COUNTS FOUNDATION FOUNDATION 2. ROUGH FRAME & PLUMBING (2nd) INSULATION PHR N.Y. STATE ENERGY CO E FINAL ADDITIONAL COMMENTS: FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENTTowN HALL SOUTHOLD, N.Y. 11971 TEL.: 765-1803 . . X; icationNo ...... Disapproved a/c .~ ................ _. ...... .//...// (Bu 'fld/~ng Inspector) APPLICATION FOR BUILDING PERMIT Date .'(~...'~...7. .......... , 19 ~.o. INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted in triplicate to the Building Inspector, with 3 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 buildings for necessary inspections· (Signature of applicant, o~-~~ration) u.e%..E.g. ...... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. Name of owner of premises . .,~.4 .~..~'.e.'~....~...~.O...~...~...~..A.e...r'_'_'_'_'_~.....~...~.. (./--..~,. .......................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. (Name and title of corporate officer) Builder s License No ................. Plumber s License No ........ ~ ............ Electrician's License No... ~/. . . . Other Trade's License No .........~..... 1. Location of land on which proposed work will be done .................................................. House Number County Tax Map No. 1000 Section Street Hamlet · ./..5.?. ........ Block ...... ~..~ ........ Lot .... ~5.~ .......... Subdivision ..................................... Filed Map No ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .... ~....~..,~..~,...~'.~.~'7. ......................................... b. Intended use and occupancy .../...~..~..~-.....t~..~..~'~-'7....~.~.~.-~....'~..~..~:~ ~'.. ................. 3. Nature ofwork (check which applicable): New Building .......... Addition ...~. ...... Alteration ....... ':.. Repair .............. Removal .............. Demolition .............. Other Work ............ ,.. o...~ (Description~ 4. Estimated Cost. ~ . ..I~... ............................ Fee . .~./..~.. .............................. (to be paid on rifling this application) 5. If dwelling, number of dwelling units ............... Number o f dwelling units on each floor ................ If garage, number of cars ... ~t .................................................................... 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use ..................... 7. Dimensions of existing structures, if any: Front../2.--. ~ ....... Rear ... / 2. .-. (~.... Depth.. ~..o.: J ...... Height .... /. 2, 7 J.. ..... Number of Stories ../. ................. ,.., ................... , ....s ........ Dimensions of same structure with alterations or additions: Front ~..o.: .$ .......... Rear . 2-.Q .-. (~ ......... Depth ..... 2..7..-. ~. .......... Height ~.2.* ~ ................ Number of Stories..g .................... 8. Dimensions of entire new construction: Front .... ~ ......... Rear Z, P.~.,3 ......... Depth .Z.7.~. ~. ........ Height ... l.Z..-,~ ...... Number of Stories .../.... ~;.?. ............................................. 9. Size of lot: Front ...,,,KT. O ............... Rear. ~: ................... Depth ...T,Z ~ ................ 10. Date of Purchase .4g/.,Za'./~j ................. Name of Former Owner .¢:..~O~Crt.,t ................. 1 1. Zone or use district in which premises are situated ..................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: .~.s. ............................. 13. Will lot be regraded ....~..&~· ..................... Will excess fill be removed from premises: ~ Yes No 14. Name of Owner of premises .................... Address ................... Phone No ................ Name of Architect ........................... Address ................... Phone No ................ Name of Contractor .......................... Address ................... Phone No ................ PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and. indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or ::rn..:z lot. 't .~ ~ltPPROVED ~S NOTED ~TE:, , B.P. FEE: BY: NOT/FY BUILDING PEPARTMENT AT 7~$-'1~0'2- 9 AM TO ,4 PM FOR THE FOLL~,,W1NG INSPECTIONS: ~, FOUNr"ATION - TWO REQUIRED F~q P'q!JR~D CONCRETE "~. ROI.!GH - FRAMING & PLUMBING 3. INTLI! AT!ON 4. FlNtq. - CONSTRUCTION MUST BE C'~'~'^r~! r:l'E FOR C.O. ALL CONgTR~!CT!ON SHALL MEET THE REO!I!REMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY' COr"F$. NOT RESPONSIBLE FOR r~q!G~,~ ~ CONSTRUCTION ERRORS. OCCU?AHC¥ OR IS UNLAVII:U fi%{O l CERTIFICATE STATEOFNEWYORK,__ S.S Q[ 0ccuPAHCY COUNTY OF ~g'M~'4t:r~/c~f.... - ·.. ~..~..~:~.~.'~ ~i. 75' .M¢21/..~'~..~.~-r? .< z., ............. being duly rn, deposes and says that he is the applicant (Name of individual signing contract) above named. He is the ......................................................................................... (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith· Sworn to before me this ; dayof ' ~ ' 19~ 0 Notary Public, ......: i?. ..... '(..z.'. County "' :)2'%247/1 P.O. Box 294 New Suffolk, N.Y. 11956 STANLEY J. ISAKSEN, JR. Topographic ! ,~ ..... Title Surveys ~IJL 5 Surveys 30 June 2006 Telephone & Fax 631-734-5835 Mr. & Mrs. Alfred Magill 700 Glenn Court Cutchogue, N.Y. 11935 RE: Property located at 1145 Fleetwood Road, Cutchogue. Dear Al; As per your request the following information is submitted: The original elevation of the existing garage was 20.46 (1929 NGVD). It is my understanding that you plan to reconstruct the garage to be at the same grade, elevation 20.46 ( 1929 NGVD). The reference elevation poim to be used for the reconstruction process is the concrete monument located at the southerly property line at it's intersection with the easterly side of Fleetwood Road. This monument has an elevation of 20.8. CC: file ~ 01C997 AMERICAN CONGRESS NEW YORK STATE ASSOC. NASSAU-SUFFOLK ON OF CIVIL ENGINEERS, INC. SURVEYING AND MAPPING PROFESSIONAL LAND SURVEYORS. [NC. APgEA'LS ~ MEM_B 'E~RS G~ra~d.P. O~hrlmg~r,, L~dia A. Tm'~ 'George Homing Rmh D. Oliva V~e~n~ Ort~do , Chairwoman BOARD OF APPEALS TOWN OF $OUTEOLD Southold Town Hail 53095 Main Road EO~ Box 1179 Southold, Now York 11971-0959 ZBA Fax (631) 765-9064 Telephone (6B 1) ~]65-I809 ht tp://soutlxold~owmnofttffOr lcact FINDINGS, DELIBERATIONS AND DETERMINATION 0V MEETING OF NOVEMBER 6, 2003 "{~ ~, ~ -~ ~'~'~ . ..~ppL ALFRED AND MARY MAGILL · P,~op~'d~-[t~;at~n: 1145 Fleetw°Od Rd, Cutchogue; CTM 137-4-26. ',SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under ~cbfisideration inT~thi~ application and determines that this review fails under the Type I1 catagohj.0F'the State:'s. List of Actions, without an adverse effect on the environment [f · the I~roj~ is im~[emenf, ed ag planned. PROPi~RTY FACTS/DESCRIPTION: The applicants' 15,081.065 sq. ft. parca has 49.72 ff.?ontage'~long Fleetwood Road, and lot depth of 264.05 feet (north side) and 320.36 f~i(S0uth side)'!:o'fi~e high water line along Eugene's Creek, in Cutchogue, as shown i3mthe'Apri[ 3 2~001 .s, arvey prepared by Stanley J Isaksen Jr. ES. Yhe depth of the apl~ihdi area iS s~3stantial~y less, having a depth.of only 110;87 feet along the n0ttherty s.id~ot~e ~Prbp~between the survey monument at the road and survey monument at th6 cofibi-et~ wal[:~ ~An(updated survey dated February 27, 2003 shows pr°Po~ed n~w ~we tiri~'~Cg~jstr~ctiOn.ai'eas, ahd an accessory garage is existing in the front yard near F eetWobd Road, B.A,.~S. OF APPLICATION: Building Depar[ment's April 21, 2003 Notice of Disapproval, 61t~[~'iSeq, ti~r~.lP0-244B in its denial of a building permit to construct alterations to an a~s~6ry ~.~mg'~ existing at less than 35 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public headng on this application on October 23, 2003, 'at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence~ the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE F~ELIEF REQUESTED: Although the Notice of Disapproval notes that: the applicant pi'oposes alterations to an existing garage, applicant has applied for a variance to substantially remove the existing 20.5' x 28' accessory garage, rebuilding it of the same Size .and footprint at 3.6 feet from the northerly side property line and with vadablb'front yard setbacks at 18.5 feet and 14 feet, at the closest points. The new garage is proposed at 22 feet to the pefik and is intended for storage purposes. AD, D]TIONAL INFO, RMAT~ION:AMENDED RELIEF: During the August 21, 2003 public honing, the a~p icant was requested to prepare a possib e alternative design that would not excaed 22 ft. elevation from the existing grade to the top of the ddge. The applicant iAppl. 'No,: 53~2 - Alfred Magill 71'37-4-26 at Cutchogue consulted his architect, and on October 15, 2003 submitted a letter with revised plan showing a revised elevation with a maximum 15'11" mean height, and maximum 20'6" to -,th.,e,:ndge from ex~sfing;grade desgned by the atchteCt wth the same roof that ~,bd~p~r/,ts the-n~ home~ 'The applicant also COnfirmed that the purpbs,e}~f the 'r':~'~'~S§~b~7 ~a~age. iS:f~r ~tora[j-e, and that an apart131ent is not'hroposed in f. hi~ re~;lue~t. "'~R~N~ 'F~R,~B~)AR'D,,'ACT QN: On the basis of testimqny presented, msterfais "~'~tit~ a~i:l:~i~§6'na i:t{s~iO~is; the B, oatd l:nak~s the'~o o~ ng find ngs: relief well not produce an undesirable chaoge n the character · . . .~ ! ~etrirtfent-tO nearby properties. The applican! desires to is located with variable fro~ yard a sanitary system which ptesent garag? is in plans to rebuild the fbotpdnt, ra!sitlg th~. roof lot additional r~ that tl~e mean height be as, art aitemafive to the origihal plan. · ".' )"~;'-;';~ 5~f~efit~ Sdugb~ by the app 'cant cannot be aoh'eved by some method leas b e for ' f~l~C~nt 1~ pu'~; Ofltf~[l~anan a~ variance, T, he exst[rig garage has been one- '~{~.~]~.~t'~ig~ )~:p~-e~Ont ~gncon~Orm n~ ocat oh f'pr morethat~ 35 yearn an'd s n · n~'~f'~n~ve ~'g~ir~, lt..will:not b~e poss~b~le to locate a garage at the code required ~i~h~i~,, ,~,',' ., Of. ':~.. if~:t'tb~:[~e: ,~.. ¥i;Ont io~ ~he due ~ the Oca([on (~f {he ex sfitlg dw~ ng and ;$k. AtJ~j~Jg~, ~e ('tlJ~f',granted is the mini~u~ n~ssa? th~ va~c~ granted harein is : ' ' :~{~~ ~. ~X~ac~S of;ah ac~so~ building on a wate~r~nt par~ s ' L ~'"~ ' r~q~i~ ~;~i~'.l~ted in. a r~r ya~ or when Io~t~ in a fron~ yard, nO{ less than ~"~,.,~;B~'lot: lin~. Th~ r~liei r~u~ste~ is a r~uction o~ ~ feet from the 4. 'i'~h,~diffic~,l,,ty. wa;s,.self-cr~atec when substantial reconstruction of the garage in a noncoi~tt~i3fi~r~g l~otp~' t~t was panned. 5. There is nO ev dance that the grant of the altemative re ef wi have an adverse effect or ~ml~tCt.o~ physical-or e,n.~q~or~mental cond~bons in the neighborhood or district. The ,a'ppJi~r~t ~ Su~itt~[d a 3~idal Wetland letter of non-jurisdiction dated January 22, 2003 from:th~,St~t~'c(~AF-,~rhjng their environmental review and Permit ~-5689 dated January 22,'2~b3 frO~'th~!~O~ Trustees coiiCeming certain dwelling construction actvit es at the phSperty. ,: ~3'~-g8 ~t Cu[ch~ogde ~.:'6'~!Grant of the alternative rehef ~s the m~mmum action ne.,c?sary and adequate to ":~'~ble the applicant to enioy the benefit of garage reC°nstrucbon, while p~eserving and: ,~)~btectin~ ~he chamctei' of the neighborhood and the health, safety and welfare c~ tl~e ~O'L,.UTI~KI OFTH.~ BOARD: In considering all of the above factors and applying the .~i~it~g te~t 'under N~w York Town Law 267-B, motion was offered by Member ~! ~ .~.~,~i,s~co~)d~d by Members oliva (Chairwoman) ~nd Goehringer, an'~J'duly carried, DENY the relief in applicant's original request, and: to GRANT altamative relief, as shoWt] on tt-ie Pla~ (Sheet #5) prepared by Charles M. Thomas, Architect dated OCtober 2003 and survey prepared Apdl 3. 2001 by stanley J. I~aksen, Jr., L.S., updafed February 27, 2003, with the following CONDITIONS: 1~. That the garage be accessory and incidental to the owner's residence for storage and garage purposes, and not be used for sleeping purposes. 2~ That the mean height of the accessory garage not exceed 15'11', and the overall height to the t0p'of the ridge not to exceed 20'6", ,This act on does not authorize or condone any current or future use, setback or other ~,~ea'tur~ of the subject propei-[y that may violate the Zoning Code, other than such uses, ~:~etbacks and otb'er features as are expressly addressed in this action. Vd~e of the l~oard: Ayes: Members Oliva (Chairwoman) Goehringer, Tortors, and O~lando (Vice Chairman). Absent ,~.~si Member Homing. This Resolution was duly adopted (4-0). ~/J-~ ~'~. Ru~h D. OIJva, Chairwoman 1 Approved for Filing TOWN OF SOUTHOLD PROPERTY RECORD CARD VILLAGE OWNER FORdER 0~VNER DIST. SUB. R I LOT ZES. ~ 10 S~S. VL. FARM LAND IMP. TOTAL DATE AGE BUILDING CONDITION N~ NORMAL BELOW ABOVE FARM Acre V~lue Per V~lue Acre Tillable Tillable 2 Tillable 3 Woodiend Swampland Brushl~nd House Plot Tot=l COMM. CB. TYPE OF BUILDING MISC. Mk~. Volue FRONTAGE ON WATER FRONTAGE ON ROAD DEPTI'"t~ ~ ~0~ ~) BULKH~D DOCK M. Bldg. Extension Extension Extension Porch 740 COLOR TRIM Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Perch '~:?- t ~ ,. ; , Dormer Breezeway Driveway Garage ZO X..q .~ :. .~" ~ ,~ / Patio O.B. Bath Floors Interior Finish Heat Rooms ist FIoor Rooms 2nd Floor Dinette LR. DR. BR. FIN. B. 62005 '~! Southhold Building Dept. Att: Pat Conklin 9~2~05 In summary of our phone conversation on 9/2/05, I have sent this letter as was suggested to document this complaint. Alfred Magill of 1145 Fleetwood Rd. is planning on adding a 2 story garage on the original footprint of the old garage. He already has approval from the zoning board. The side wall height to the eaves is 15 ft. 11 in. and the peak is 20.6 ft. Neighbors had opposed a tall garage at the hearing and the first drawings for a 23 ft. tall garage were rejected and it was lowered to this height. However, in digging out the basement for the house which is being constructed now, the grad where the previous garage sat has been raised several feet. All neighbors, including Fleets Neck president Tom Wetzel can testify that there was a retaining wall and several cement steps in back of the garage which led up to the house. The variance states that the new garage must be on the existing grad. which was inspected at that time. We want to see this enforced. If allowed to build on higher ground, the garage will appear even taller and obstruct views further. You said someone from your department was already scheduled to visit the site Wed. Thankyou very much for your cooperation in ths matter. If for any reason you need to contact me, please call my office (Graphic Avenues Inc.) at 212-818-0902. Sincerely, Clifford Ohl- 1330 Fleetwood Rd. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 1 lth, 2006 Alfred A. Magill 700 Glen Court Cutchogue, NY 11935 RE: 1145 Fleetwood Rd. SCTM # 137 0004 026 Dear Mr. Magill, Please be advised that your Building Permit # 28556 issued July 15th, 2002 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be \ issued prior to use of the structure. / ~ ~ ,/' To renew your Building Permit, please submit a fee of'f'~ that time"we can schedule an inspection by one of our Building Inspect/of's. If you have any questions, please call us at 631-765-1802. ¢~ ~)'~ Respectfully, SOUTHOLD TOWN BUILDING DEPT. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 19, 2006 Alfred & Mary Magill 700 Glen Ct Cutchogue, NY 11935 Dear Mr. & Mrs. Magill: We are unable to renew your expired Building Permit number 28556 at this time. It is our understanding that no construction has started since the permit was originally issued in 1980. In order to issue a new Building Permit, we need updated plans. New York State Building Code was updated in January 2003, and your plans would have to meet the new requirements. (And also conform to the Zoning Board of Appeals ruling). Sincerely, Southold Town Building Dept. Connie Bunch Sr Clerk Typis{- $. ~FO' o~,' 0 0 "W. \¢ K4 A 1:;' OF' P P,i-O PE P..TY ,~ U IE.V~'Y E D Foi~- C. HA&LOTTE k. MAGILL, CU-r-CHO6UE0 ~.Y. ECEII JAil 1 5 2010 BLDG. DEPT. TOWN OF SOUTHOLO EL[VAT/ON OF POINT /J5 (RIDGE) : 4-0.7 EL~IATION OF POINT ~2 = 20.6 "9o4/) SURVEY OF PROPERTY S[TUATE~ CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-157-04-26 SCALE 1"---40' APRIL 5, 2001 APRIL ?2, 2005 SHOW POURED CONCRETE FOUNDATION. SEP. 28, 2009 SHOW GARAGE, SANITARY, GARAGE ELEVATIONS, HOUSE MEAS. DECEMBER ?0, 2009 ADDED SEPTIC SYSTEM STRUCTURE OUTLINES ARE,~ Js,os~ ~q. ft. 0546 CERTIFIED TO: ALFRED A. MAOILL MARY M. MAGILL NOTES: ?. SANITARY AND WATER LINE LOCATION AS PER OWNER Nathan Taft Corwin III Land Surveyor PHONE (651)727-2090 Fox (631)727-1727 RIDGE BEAM GARAGE 4" POURED CONCRETE SLAB LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING TYPICAL ROOF CONSTRUCTION -SEE STRAPING DETAIL 11 7/8 TJI F. JOISTS @ 1E" O,C, 3/4" PLYWOOD SUBFLOOR TYPICAL WALL CONSll~UCTION CEDAR PERFEC'~ON SHINGLE ~DING, IYVEK GARAGE VIRAP 8" POURED CONCRETE FOUNDATION -- WALL ON A 8" X 16" POURED CONCRETE FOOTING CROSS SECTION SCALE: 1/~-" = 1'-0" BELT 9076 O.H, DOOR LEFT SIDE ELEVATION ~ FRONT ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" CEDA~ PERFECTION BHINCLES$ CEDAR PERFECTION SHINGLESS SCALE: 1/4" ~ 1'-0" SCALE: 1/4-" = 1'-0" Z 0 F 0 -~ SHEET M© 1 THESE DRAWINGS ANO ACCOMPANYING SPECIFICATIONS, AS INSR~UMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF TRE ARCHITECT AND TREIR USE AND PUBLICATION SHALL RE RESTRICTED TO THE ORIGINAL SITE FOR ~¢rllCH I'~EY WERE PREPARED. REUSE, REPRODUOIlON OR PDBLICARON BY ANY ME?dOD, iN vt'mOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM l'dE ARCHITECT. llTLE TO THESE PLANS SHALL REMAIN Wl~d ME ARCHITECT, ViSUAL CONTACT WITR TREM SHALL CORSRRJTE PRIMA FAO[E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, 2046 2852 2046 8" POURED CONCRETE FOUNDATION WALL ON POURED , B,,Xl6,, I CONCRETE POOTINC I , I k. ' -/--4 I, I I ' ' UNEXCAVATED I I % ~' / ~ o ¢ ~r[o ~C. S~ I I , I % ~' / ~ ? I & 11 7/8 TJ, JOISTS ¢ 16" O~X I I i ~, ~ ~ ._ ~ ~. - [ ~2 I I I ~/ %~ ~ I ~ CO~.AC~ .O~OUS ~"" I I¢ I / ,~ X SD I I I -*o=.~,.uo~.~ sL,~oo~,.~ I I I R-50 INSULATION I m~o. FOUNDATION WALL .... 9076 O,H, DOOR ~,_¢~* -- ~'-*~" ~._~,. j ~ W < < W ~ ° t-- o I SHEET NO. 2 2046 2852 2046 I 2"xl o"r.R.el6"ob %% =~,, ~,., ,~,, I ~ INSULATION I I xA STORAGE I % ~ / J % / I ~/ / ~ I / ,, I I I 1%% ~-3o L__ ~ ~ 2852 204~ THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVlCE, ARE THE EXCLUSIVE PROPERTY OF IHE ARC41TECT AND THEIR USE AND PUBLICA~ON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUC~ON OR PUBLICA~ON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM fRE ARCNITEOT. ~ll_E TO THESE PLANS SHALL REMAIN WIIH ~E ARCHITECT. VISUAL CONTACT WITH fHEM SHALL CONSTITHTE PRIBA FAOlE EVIDENCE OF ACCEPTANCE OF THESE REBTRIC11ONS. TOP PLAEE BOTTOM PLATE TOP PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 3,3.1.1.1 t ,:,¢ JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN THESE LIMITS 1/5 SPANI [~k~OR BLOCKING ND BRIDGING SEE WFCM SECTION .3.5 TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCHING PROVISIONS WFCM SECTION 5.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFOM 3.3.1.3-END RESTRAINT AND 3.3.1.4 BRIDGING BAND JOIST OR BLOCKING SILL PLATE 30TTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST 3 IN, MIN, IN.x4 IN. RIBBON INTO STUD - FOR FIRE BLOCKING MONOLITHIC SLAB-ON-GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BEARING WALL BALLOON FRAMING TYPICAL WALL, FLOOR & ROOF FRAMING WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUC~JRAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN TYPE ¢ 2 FEET ¢ 4 FEET ¢ 6 FEET ¢ 8 FEET 2 ~2" ~6 16" 16" 12" 9" WOOD SCREWS WUUU~CR~]/?~EWS 16" 16" 16" 12" D. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, c. NAILS SHALL BE 1Od COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE AREA HOLDDDWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO N~)TES NAILS NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCi (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOB LAVE CONNECTIONg, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLB AND TABLE 3,2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LOND AS MIN. NAIL PENETRATION INTO FRAMING IS ACHIEVED INSTALL THROUGH FIRST FLOOR SHOE, ROOF RAFTER 20 GA. STRAP-I:~" W/(8). 8d NAILS. EACH SIDE WIDE MIN. Simpson Strong-Tie A55- Chimney Framing ROOF RAFTER / RIDGE DETAIL SCALE: N.T.S. CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PARTITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED THROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL. FRAMING DETAILS t6d NAIL AT 24" O.C. GYPSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 5,1 IAd NAIL AT 6" O.C LL PANEL EDGES) IAd NAIL AT 6" O.C, LL PANEL EDGES) DETAIL ACCORDANCE WITH WOOD STRUCTURAL PANEL IN ACCORDANCE WFCM TABLE 3.1 8d NAIL AT 12" O.C, ON ALL FRAMING MEMBERS NOT AT PANEL EDGES BOARD INSTALLED IN WFCM TABLE 3.1 16d NAIL AT 24" WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE 3,1 TOP PLATES ~STUD OF CUT OR BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME -- CROSS SECTION WFCM 1995 SBC SECTION NOTCHING FOR HIGH WIND 5.4.5.1.1 5/8" MIN. TO EDGE EDITION AND BORED HOLE LIMITATIONS INTERIOR NONBEARING WALLS BLOCKING (b) INSIDE EXTERIOR CORNER DETAIL 8d NAIL AT 6" O.C. ON ALL FRAMINg, ~E¥~S ~AL~A~,~L EDGES ANU ]Z U,U, UN ALL FRAMING MEMBERS NOT AT PANEL EDGES CORNER FRAMING SECTION A-A ENDWALL ~ BLOCKING FLOOR BRACING AT END BAYS (WFCM FIGURE 3.6b) ROOF FRAMING TOP PLATE ~' uONk HFAFIFR R ;QUIRED HEADER STUDS FULl k~ ~'"- N UP / CO ',IEC R lU18 TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS BUT NEED I EXC[ED 15 FT. FOUNDATION ~,~CE OF FOOTING CLEARANCE FROM SLOPES NO CEILING DIAPHRAGM REQUIRED GABLE ~TOTF%u~%RN~INN ECT'ON TOP PLATES -- BORED HOLE MAX DIAMETER ¢0% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR WFCM 1995 SECTION NOTCHING AND FOR EXTERIOR SEE STUD TO RAFTER STUD TO STUD DETAIL NOTE: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS iN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES Simpson PHD ~] CORNER SCALE: Stron g- Tile BRACING DETAIL N.T.S, FLOOR TO FLOOR CONNECTION (PHDS) CONNECTS) ~0 STUO MIN, *~ ,^tow~ HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: 8d NAIL AT 4" O.C, 12" MAX. I BASED ON SHEAR WALL REQUIREMENTS 2x ON JOINT --15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES OYPSUM -16d NAIL AT 24" O,C, NAIL AT 6" O,C. (ALL PANEL EDGES) SllFUCTURAL PANEL INSTALLED iN ACCORDANCE WITH NAILING SCHEDULE (TABLE 5,1, WCFM HIGH WIND EDITION) OUTSIDE CORNER DETAIL WOOD STRUCTURAL PANEL INSTALLED ACCORDANCE NAILING (TABLE 5,1. WCFM WIND EDITION' 8d NAiL AT b" O.C. ALL FRAMING AT PANEL EDGES AN[ 12" O,C, ON FRAMING MEMBERS AT PANEL EXTERIOR BOARD 8d NAIL AT O.C, (ALL PANEL EDGES) NAIL AT 24" O.C. (B~ INSIDE CORNER DETAIL CORNER FRAMING 5/8" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% --OF STUD DEPT¼ THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED SBC HIGH WIND EDITION 5.4.1.1.1 FIGURE $.2B BORED HOLE LIMITATIONS WALLS AND BEARING WALLS 2x4 CONTINUOUS BRACE AT 6' O.C, -- 2-10d NAILS OR CEILING JOIST GABLE END TRUSS 5d COOLER NAILS AT 10" O.I 2"x4" BLOCK NAILED TO EACH BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS AT 7" O.C, 20 GAUGE STRAP 10-8d NAILS -- NAILS ENDWALL STUDS- CEILING BRACING GABLE ENDWALL (WFCM FIGURE 3.6a) RIDGE TENSION STRAP USE 8-8d COMMON NAII. S /f~-EACH END OF 1-1/4 ~ 20 GAUGE STRAP RIDGE BEAM / RIDGE TENSION STRAP DETAIL T A B L E R501.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LiVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAtLS AND HANDRAILS 200 I- SHEET NO. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 3.7o & 4.7b) (TABLE 5.1 WFCM HIGH WIND EDITION) (TABLE 3,2 WFCM HIGH WIND EDITION) ·' SILLOR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure la bosed upon prescriptive approach using the G E N E R A k N 0 T E S', NAILING SCHEDULECONNECTIONS RESISTING LATERAL & SHEAR LOADS Wood Frame Construction Manual (WFCM) Ig95 SBC published by ~he American - . . pe cried on this project Design Criteria-Section R301,2.1.1. (See Table R301.2.1,2. for Wind-Born Debris 2. The Contractor shall verify ali conditions at the site, Any Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect Live Load-Section R301,4 responsible for corrections not reported once he has started work Light and VentilaUon-SecOon R303 except for hidden Job conditions, Ceiling Height-Section R505 equipment Incorporated In the work wUI be new and that all work Sanitation-Section R506 will be of good quality, free from faults end defects for a period To.et B~th ond Shower ~=ce-Sectlon R307 of one yeor form the dote of the finol Certiflcote of Oc~uponcy, Ooroges ond Corports-SecUon R~09 method, techniques, sequences or procedures, or for the sofety Emergency Eaoope and Rescue Op~lng-SecDon R310 precautions and programs in connection with the work, and he Exit-Section R31~Ishall not be responsible for the controctors failure to cawy out Landing-Section R312 the work In accordance with the cons~rucUon documents. The Ramps-Section R313 Architect shall not be responsible for the acts ct omission by Stoirw~Saction R314 the controctor No changes shall be mede In the documents HondroiI-SecUon E315 and/or the building os designed without the expressed written Guords-SecUon R51B consent of the Architect, Foam plosUo-Secflon R318 insurance coveroge stotutory policies (Worker Flame Spread and Smoke-Section R319 Compensation, etc.) and general liability In an mount no~ ~su~tio~7~ion R~20 - , less than $ 5 million and automobile liability and damoge Moisture Vapor Retarders-SecUon R322 named insured on on and all olicles, Protect on Against Decay-Section R323 . Y P p . 6, Provide 0,025 aluminum termite shield over fibrous rotection Against Termites-Section R524 Ins ' ' ' ulotmon at oil perimeter sills, ~[;.;~jl~;Z~[;;'~- 7, All wood In con~ct wi~h concr.te or m.sonry to be Wolm~nlzed Flood Resistont Construction-Section R327 ar pressure creosoted. _ tn each bedroom, on oil floors and shall be all interconnected per code. ~:~dati~ Chapter ~ 9 All bathroom w,thou[ operable wlndows to be mechanically ~ntilated gn b ed upon presumptive load bearing values of sandy gravel and or gravel ' ' ' at 3000 pounds os per New York State Code, 10. Heoting to be designed to provide 70 degrees F, with outdo~ per squore foot, Controctor to consult Arcltect If dUferent soil moteriola ore desi ned olr tern eroture of 0 de tees Fond 15 MPH wind found upon excavotlon, g - P g . or test hole, for alternotl~ footing and foundation wall design, regulation of NYB FU ond o N Y B FU cerUflco~e Is FoundeDon Notes,' to be presente~ 't; th; Owner at' t~; ~o~pletlon o¢ the Job, ......................... 12. Plumbing Installation to comply with State and Local codes 8*' noured concret~ + H H ii -' ~" .......... g P ~ m meet Heolth Department stondarda. .,, ~ .... . .,,ouns~;o~_woJ~,a ~ nmgn, ouuu ~ teas 3 Do not scoa drowlngs. Use figure dimensions only, Minimum aep~n-~ecton ~ua ~,. mnmum co.rose to top of footing6. " M AIl work [oconform to the rules ond re uloDons of the New York. ' ' g 1 xB poured concrete wall tootings, 3000~ test Energy Conversatmn Cons[rucbon Code. All glazed area to be double 2~1 3/4"xll 7/8" Microlam Girder (or 3 1/2"xll 7/8" Power Beom) glazed and all exterior door to have insulated cores. ~ poured concrete floor slab with 8xGx~10 mesh ond ~por barrier 15. ~e Insulation protection os Indicated on these plans exce~s Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards, CONCRE~ TO HA~ 5 TO 7~A,R-EN~AINMENT shall remain the propertyof the ArchNect whether the project for Deck end porch floot ngs os noted, 3000~ test, 48" m n mum buried depth which th~ made Is.executed.or not, They may not be used on anyotner proec[ except Dywritten outhoNzet,on of the Arch,tecL Fou ton wall [o exten, a ........................... ~ ...... All footing to be co~ied dawn to undistu~ed soil Inspection and ce~ifmcoUons os required or requested by the Owner, No footing shall be set higher than o 30 degree angle from ony other footln ' Pro.de 3 1/2' steel Icily columns, Backfill shall not be placed agoinst ~e wall until the wall has sufficient strength and has been anchored to the floor above, or hca been sufficiently UPUFT - CON~NUOUS PATH CONNECTORS SIMPSON H-8 braced to prevent damage by the backfill (Section R40~.1.7,) use SIMPSON S ON  5- BD TO STUD Floom- WFCM Prescriptive Method, ~ G-~E CONNECTORS FIREBOARD PANELS Root ~omlng shall be noiled in aacordan~e with Toble 3.1 ~CM HIGH WIND EDISON. FOLLOW PRODUCT CELEC~ON GUIDE AND . 4- BD '0 PLANE Dr. ftstopping - Section R502.12 ,NSTALLA~ON MANUAL FOR HIGH WIND RESISTANT 7/16" 6d 5 EDGE / 5" FIE~ ~ ~ / (E~RY STUD) ~ SIMPSON Fireblocklng - Section R502,13, CONSTRUC~ON CATALOG C-HW02 *~/z~" 8d 3" ~GF / 8' HELD -- / ~ / ~" ANCHOR BOLT (M") , -w~- - ' / ' ~ / BP-3 PLATE Roo~ Construction: ANCHOR BOLTS IN FOUNDATION USE, / GIPSUM WALLBOARD i 5d COOLERS 1" EDGE / 10" FIELD / . ~ / 7" M~N~MUM EMBEDMENT 3/~ pl~ood subfloor, fasten per Table 3,1 ~CM. ~B_~TH BEARING PLATE, SEE FOUNDA~ON ' F -- ~ Simpson Strong-Tie HARDBOARD 8d (SEE TAB~ 5.9) ~, / ~ (SEE ANCHOR SCHEDULE. Roor ~Ists: see Foundation and Floor Plans, spacing os noted, NUll5 ~OR SPACING/ ........ 2-2x8 ACQ .'11 with termite shield and .,,1 ...L SI~ PLe:E TG WIM JOIST USE. - ~ AT EACH Bd :SEE TABE 3.9' ~ ¢ % d / I I~ I ON DWGS A-Il AND A-3.2) Fasten per Table 3.1 ~CM. . uzmu /Aa PARTICLEBOABO PANEL { ) ~. ~ ;~ / I I I I Finish floors per ogreemenb LTP4 15 O.C, AT EXTERIOR PERIMETER ~ CH 2-8d PER SUPPORT Wallframlng and finishing sholl be nai,~ and or .crew~ in accordanc, with ~ Overhangs os noted, USE (4) 8d NAILS AT EACH END ' 4~', . ' ~4 . 'h~j ~~ ( FOUNDATION PLANS A- .1 VIn~ vented sorfHs. - ~, ATTACH LEDGER TO FRAMING FLOOR ~NG ~ . ~,~ ~.% . ' SEE 5 ANDAt least window Simpson Str0ng Tie f OR LE~ 8d 6 EDGE / 12 FIE~ %/'. ". "~'~' ~ '~' ,' ;~¢ 1/2 pl~ood ah~aDng, see fastening schedule, Table 3,1 ~CM, USE (4)-8d NAILS AT EACH END ~ BOLTS AT 16 ON CENTER 2x4x Studs ~ 16 o.c. with ~4 shoe ond double 2x~ plate FLO0~ TO FLOOR CONNECTION USE: ~ ~ 1/2" G~sum wall boord MSTA 36, 16" O,C, one In eoch MeepJng room sholl comply with the exit reqlrements RAFTER TO STUD CONNECTION USE: 1"X10" OR ~DER 3-Sd PEE SUPPORT ~'~" ~t '~' ~' ~ 4 ~ ' of section R310, MTS 36, EACH ROOF RAF~R U210 2X6 Note drilling and notching limitations In figure R602,6(1) for bearing walls and USE 8 16d NAILS AT EACH END , ~'~ ' ~' ~ figure R 602,6(2) for non - bearing walls. RAF~R TO RIDGE TO RAF~R CONNEC~ON USE. A~ EACH CEILING JOIST 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CEN~R AT ~E PANEL EDGE , IF WALL SHEA~NG IS ~ ~ ,~ Follow exterior corner framln detol fgure R602, 0,5 H7 EACH ROOF RA~ER NAILED ~" ON-CENTER AT THE PANEL E~E ~~ ~ ~ ' ~' 4-10d x ~ TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR . WAIl T~ F~ll KI ~ AT ~kl C n~l ~l~T ~1 ~ ~ Roof assemblies - ~CM Presoript[~ Me~od DECK POST TO CONCRETE CONNEC~ON USE: ALTERNATE CONNECTORS SUCH AS SHEAR P~S. ' ................ ' ~' ~ ~ ~ ~ ~ ' TM ~ ~ ' ' ~' ~ ~ ~ Asphalt strip shingles shall have minimum of six (6) fstenem per shingle (section P~S~A FOR EACH POST 2 WHEN WALL SHEATNG CONTNUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMI~D ~, TO BE REDUCED TO 1-6d NAIL PER FOOT. S~MSON S~ON~ - ~JE '' ~-~ ~ For r~of slopes of two (2) units vertical In twelve (12) unit. horlzontol (17- ~ r~ ~. ~u~. ~ 1 1/¢ COIL SmAP - 16" O.C. ] ~ ~ p,r~,n~ ,,o~.~, .... GIRDER TO ~ECK JOm~ CON,EC~ON USE, --a ~ Simnson Stronn-Tie underla~ent ~,.~ U210 2X6 ~ ~USE 4-8D NAILS ~ EACH STUD, , :'* ~ ~ Up tO tour L', units verUcal twelve (12J unit. hodzoMal (5~ -p.rcen~ ,lope ). M~12 "EACH JOIST 4' ~ ~ shall be two (2) lyers appll~ in the following manner. Apply A 19-1~ch (~3)strlp PORCH POST TO DECK USE: ,*' % ~ WRAP UNDERSlLLPLATE ~ '," X~ ', of , PS720 (ALIGN ~TH JOIST BELOW) AT EACH DECK/PORCH JOIST hold In place p ~ // ~ ~ ~ MIN, OVERLAP IS 12" ~ ~/ ~ / · unae~a~ent felt la~ ~lth and starting at the ea~s , fastened au~ldenUy to  Starting at the eave, apply 36- Inch wide (914 mm( sheets of undeHa~ent PORCH ROOF RAF~R TO GIRDER USE: For roof slopes of four (4) units .rtlcal In telve (12( units.CONNECTIONS Ice Protfction (Section R905.2.7.1) . ' Energy Efficiency - Chapter 11, .. at,oehed report ~ BI Gan.roi Mech.nlc. I S~tem - Chopt.r 15 FO~ H~AD~ O~ ~ ' /~ ; ~ ~ ~ ~ X ~ ~ ~ ,I ~ ~/ ,/ MTS56 OR 11/4COIL He~ltng and co~ing equipment - Chapter14 BEAM ~~ II ~ Duct S~tem -Chopter 16 . Smmpson Str0n Tme ' / ~ Combustion Air - Chapter 17 g- , ~ ~ ~ , ~ ~ ~ , ~ ~ ~ · __- // / ~ ~/ , AT EACH ROOF RAFTERChimn,~ and V,nt, - Chapter lB AC4 ~' / %~ (% // %. ~ ~% ~ / ~¢ 12 MIN OVERLAP PER // STUD TO ROOF RAFTERS[mpsenStrong-Tie_,_ ~ ~',I,mMUM CNW NUT COUPLER~m II ~ II : FLOOR TO FLOOR 116~,~"cC~I}ES~R - ~ RIM JOIST TO STUD CONNECTION~~~ ~~m~ EDGE~ DISTANCE' ~ an *NOTE: SEE MANUFACTURERS ' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR CANTILEVER CONDITION PORCH COLUMN CONNECTIONS SUPPORTING! EDOS NAIL SPACING (IN) (5/8 ANC~R BOLTS) JOINT DEDCRIP]ION NUMBER OF NAILS NNL SPACING RAFTER TO TOP PLAT[ (TOE-NAILED) 4-8d PER BAFT~ (CRAVe. SPACE OR BA~DdENT) 2 STORY ALL S6 CEILING JOIST TO TOP PLAIE(TOE-NAILED) 4-8d PER JOIST WA~ BOTTOM PLATS TO FOUNDA1]ON I-3 STORIES S 2S CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP (SLAS-OS-CHADE) S 57 CEILING JOIST OVER PARIlIlONS (FACE-NAILED) 9-16d EACH LAP NOT~ MAX 12" FROM E.~CH CORNER AND EACH SPLICE~ PROVIDE BEARING PLATE BY ~IMPSON ,SEE DETAIL, COLLAR mE TO RAFTER IFACE-NAILED) 6-Ed PER TiE (TABLE 3.8 WFCM HIGH WIND EDITION) BLOCKINS TO RAF~[R (TOE-NAILED) 2-8d EACH END ROOF SHEATHING ATTACHMENT REOUIREMENTS FOR WIND LOADS TRIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END S~tEATHINS LO~A~]ON i ~-I1JD SPACING S~UCTURAL SHE~.~tJNO MAYJMUM NAIL SPACINS TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT I r~F' r~n~ I~ (INCHES 0,0.) 'SEE NO~ 31 tZ./2# ANCHnR ~nLT~ TOP PLATE AT INTERSECtiON (FACE-NAILED~ 4-16d JOINTS - EACH SIDE I ZOeE~' ~E~INS1~ZONE is FE S STUD TO STUD (FACE-NAILED) 2-16d 24' O,C. IN~IO~ ZONE I ,s E HEADER TO HEADER (FACE-NAILED) 16d 16" C.C. ALONG EDGES iI F 12 (.~FF NnTFg TOP OR BOITOM PLATE TO STUD (END-NAILED) 2-16d PER 2X~ STUD S~LE ENDWALL RAKE AND RAKE TRUSS 3-16d PER 2XB STUD S= NAIL SPACING AT PANEL El)GE (IN) BOTTOM PLATE TO FLOOR dOIST, BANDJOIST, ENDJOIST OR BLOKING s. TABULATED 12' O.C. NAIL SPAClNS ASSUMES SHEAIHINS A3TACHED TO RAFTSR?rRUS5 FRAI41NO (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FODT TO S INCHES O. C, 3. TABUL~,TSC 6" O,C. NAIL SPACING ASSUMES ~HEA~ING ATi'ACHED TO RAFi~:R,/TRUSS FLOOR FRAMING TO 4 ~NCHES O. C. JOIST TO SILL, TOP PLAT[ TO GIRDER (TOE-NAILED) 4-Bd PER JOIST M£.S£~S N~H ~>0~4~. FO~ F~^SlNS eRaSERS V~H O,AB<¢<O.AB THS N^~UNS S~AONOS SHALL ~E REDUC~ BRIDGING TO dOIST {TOE-NAILED) 2-Sd EACH END BLOCKING TO SILL OR TOP PLAT[ (TOE-NAILED) 5-16d EACH DLOCN (TABLE 5,9 WFCM HICH WIND EDITION~ SILL OR BOTTOM PLATE TO FOUNDATiON ANCHOR BOLT LEDGER STRIP TO BENd (FACE-NAILED) 5-16d EACH JOtST CONNECTIONS RESISTING LATERAL& SHEAR LOADS JOIST ON LEDGER TO DRAM (TOE-NAILED) 5-Sd PER dOIST BAND dOIST TOdQST (END-NAILED) 5-16d PER JOIST SHEATN~ LOCATICN STUO SPACINS SRAClNG WALL PE~MIT~R MAX]MUN NAIL SPACING BAND JOIST TO SILL OR TOP PLAT[ (TOE-NNLED) 5-16d PER JOIST ROOF SHEATHING E STRUCTURAL PANELS 8d (SEE TABLE 3.8) DIAGONAL BOARD SHEATIND ~IOR ZOnE is I"X6" OR I"×B" 2-8d PER SUPPORT E- NAIL SPAClNO AT PANEL ECCE (IN) 1"X10" OR WIDER B-8d PER SUPPORT r- NAIL SPACINS AT INTSRI4EOIATS SUPPORTS IN THE PANSL RELO CEILING SHEA1)NG REQUIREMENTS5 SHALL BE I I C~0,4S, FOR FRAUlNG MFJ4BERS ;411)H 0,+2<G~,4S. TH[ NAIL SPACINGS SHALL BE REOUCSO TO S' O.C, GIPSUM WALLBOARD 5d CDOLERS 1" EDGE / 10" FIELD s, ?OR ~TSPIOR PANa. SIOIN~, O~VANIZEC SOX NAILS SH~L SE PS~I~O ~ ~S SUSSTI~TRS WALL SHEATHING FOS ¢O~INON NAIL STRUCTURAL PANELS 8d (SEE TABLE 3.0) SUPPORTINGI ~s NAIL SPACINS (IN) (5/8 ANCOR S~LTS) JOINT DESCRIPllON NUMBER OF NAILS NNL SPACING RAFTER TO TOP PLAT[ (TOE-NAILED) 4-8(I PER RAFTEit CEILING JOIST TO TOP PLAlE ( TOE-NAILED) 4-Bd PER JOIST CEILING JOIST TO PARALLEL RAFTER ( FACE-NAILED) 9-16d EACH LAP CEILING JOIST OVER PARIlIlONS {FACE-NAILED) 9-16d EACH LAP COLLAR 11E TO RAFTER (FACE-NAILED) 6-8d PeR TIE BLOCKING TO RAFTER ITOE-NAILED) 2-8d EACH END TRIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END WAll FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2II6d (SEE NOTE 1) PER FOOT TOP PLATE AT INTERSECtiON (PACE-NAILED~ 4-16d JOINTS - EACH SIDE STUD TO STUD (FACE-NAILED) 2-16d 24* O,C. HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDCEB TOP OR BO]TOM PLATE TO STUD (END-NAILED) 2-16d PER 2X~ STUD 3-16d PER 2XB STUD 4-16d PER 2XB STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLONING FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FODT FLOOR FRAMING JOIST TO SILL, TOP PLAT[ TO GIRDER (TOE-NAILED) 4-Bd PER JOIST BRIDGING TO dOIST /TOE-NAILED) 2-Sd EACH END BLOCKING TO SILL OR TOP PLAT[ (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) $-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST BAND JOIST TOdOIST (END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLAT[ (TOE-NNLED) 5-15d PER JOIST ROOF SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3.8) DIAGONAL BOARD SHEATIND I"X6" OR I"XB" 2-8d PER SUPPORT I~XIO" DR WIDER B-Sd PER SUPPORT CEILING BHeA11NG ~PSUM WALLBOARD I 5d COOLERS I 1" EDGE / 10" FIELD WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3.9) FIREDOARD PANELS 7/16" 6d 3" EDGE / 6" FIELD 25/;12" 8d 3" EDGE / B" FIELD GIPSUM WALLBOARD 5d COOLERS 1" EDOE/ 10" HELD HARDBOARD 8d (SEE TABLE 3.9) PARTICLEBOABO PANEL Bd (SEE TABLE 3.9) DIAGONAL BOARD SHEATINO T"XG" OR I"XB" 2-8d PER SUPPORT /"XIO" OR WIDER ~-Gd PER .~MPPORT FLOOR SHEATHING STRUCTURAL PANELS 1' OR LESS 8d 6" EDGE / 12" HELD ~EATER THAN 1" 1Od 6" EDGE / 6" FIELD DIAGONAL BOARD SHEATING I"X6" OR I"XS" 2-Bd PER SUPPORT 1"X10" OR WIDER 3-Bd PER SUPPORT USE END, NAILS AT EACH STUD MIN OVERLAP IS 12" SIE)E: ELExX/',TI ON SCALE~ I/4" = I'-0" SOALE: I/4"'-0" LEMATION F ONT ELEX/ATIOiN SCALE: I/4" = I'-0" ALL O0 .'qU~'!iOI~HALL M~ET THE P, EQUBD,,I£r4, S DF THE CE~IF~A~ON OF NAILING & CONNECTIONS REQUIRED, DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED,~ RET~N-$TORM WATER RuNdF~ PURSUANTTO SECTION 45-10C ' OF THE TOWN GODE. ~ OCCUPANCY OR .- USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 5/4"X4" .~R~:~N~ APPROVED AS NOTED .q DATE: ,77~' B.P.#,~,q,~/°~ I NOTIFY BUILDING DEPARTMENT AT ~ 765'1802 DAM TO 4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING ~¢' 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNE~ YORK STATE. NOT RESPONSIBLE FOF DESIGN OR CONSTRUCTION ERRORS III 5HT. No. SEGONE) FLOP-. PLAN -- TYPICAL ROOF CONSTRUCTION SC, ALE, 114" = I'-0" T"KPICAL P4ALL CONSTRUCTION SCALE: i/4" I'-O" S-Il 7/D" i'4L, HDR ~AR~(?2~ 5/~" T~'PE "X" &YP. t~DARE) ON 4" eOURED (.pNO~ET5 '~ UI'%EXC. AVA'f'~ (~ F I P--.ST (~ SCALE: I/4" = I'-O" FOUNE)ATI )N PLAN SCALE: I/4" = fi-O" /?f-- III AND JOIST5 OR / ROOF T~U55 SECOND STORY FLOOR JOIST- BE CUT OR NOTCHED SEE [~.tLLING AND BETHEEJ~,..THESE NOTCHING PROVISIONS .,.,- --,.,.~ ~FCM SECTION D.B.I,IJ OTTOM PLATE tN. MIN. SEE DRILLING AND NOTCHING PROVISIONS SEE DRILLING AND NOTCHING PROVISIONS HFCH SECTION ~.4,1.1.1 , TO BE IN ACCORD,~tCE HITH Hr:CH DSJ.D-END RESTRAINT AND D.D.I.4 BRID'GING 4- IN, RtBEkPN CUT INTO 5"FUD - FOR FIRE BLOOKIN6 JOIST CRAHL 5PACE OR BASEMENT FOUNDATION HONOLITHIC 5LAB-ON-GRADE FOUNDATION PLATFORM FRAHIN® TYPICAL HALL, INTERMEDIATE BEARIN® HALL BALLOON FRAHIN® FLOOR AND P. OOF PRAh'IlNG dli~-BO~ DEE~I,5 PROTECTION FASTENINg SCHEDULE FO~ MOOD STRUCTURAL PANEL5 F~ ~TENER SPAGIN-C, 2 FEET 4 FEET 6 FEET PANEL SPAN (, PANEL SPAN ( PANEL SPAN PANEL SPAN a. THIS TABLE BASED ON, I10 MCH HIND SPEED5 AN~ A 33 FOOT krcAN t~.OOF HEtC~T. b. FA.5~ 5HALL BE INSTALLED AT OP~OSIN~ ENDS Of= THE HOOD ST~,JJCTUt~_ PANEL. ¢. NAILS 5HALL BE lOci COI"~ON OR 12d BOX NAILS. d. ~ 50REND ARE ATTACHED TO MASOt~¥ OR MASONRY/STUCCO, THEY SHALL BE ATTACHFD t)TILIZIN~ VIBRATION-RESiSTANT ANCHOP.5 HAVING A HINIMUH ULTIMATE NI~ CAP,'~T.,IT¥ 0~. 4.~0 e. HOOD STRUC,~ PANELS SHALL HAVE A MINIf~M THICKNE55 OP 1/16 INCH (11.1 ENDHALL LAVATORIES i'dlNtHUH FIXTURE BLOCKIN6 CLEARANCES I&d NAIL AT ,,~4" O.C, ~Ad NAIL AT 6,I O.C. LL PANEL EDC-~S) CORNER AND PARTITION POSTS 21" C_~At. ANCE NOTE. A THIRD STt,~ AND/OR PARTITION INTEP. SECTING BACKING STUD5 5HALL BE FERMI] lED TO BE OMI 11 b..D THROUC'~H THE ~ OF mOD BACKUP CLEAT5 OR METAL DRYNALL CLIP5 THAT WiLL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL. FRAhIIN® DETAILS GYF~M BOARD INSTALLED IN AOOOP-~ANCE HITH NFCM TABLE ~.1 HOOD 5TRUCTtJR,N_ PANEL INSTALLED IN ACCORDANCE HITH l, fCM TABLE 8d NAIL AT 12" O.C. ON ALL FRAMING MEMBER5 NOT AT PANEL EDGE5 BORED HOLE MAX DIAMETER 80% OF STdD DEPTH 5/8" MtN. TO EDCE TOP NOTCH MUST NOT EXCEED ,40% OF STUD DEPTH HIN, TO EDGE (o) OUTSIDE CORNER DETAIL EXTERIOR CORNER A MATER CLOSET 21" CIEARANCE ilATER CLOSETS -- ROOF P-..AFTtEP--.. BORED HOLE5 5H,~L NOT -- BE LOCATED tN THF SAME CROSS SECTION OF CUT OR NOTCH IN STUD ~ F,IFChl Iqq5 SDC HIGH HIND EEPlTION SECTION 5.4.5.1.1 NOTCHING AND 50REE) HOLE LIMITATIONS FOP-. INTERIOR NONDEARING HALLS SECTION DOUBLE TOP TOP BORED HOLE MAX OIAME I bf., 40~ OF STUD DEPTH 5/8" HIN. TO Pi?GE NOTCH MUST NOT EXCFFD 25~ OF S'TUD DEPTH BORED HOLE5 SHALL NOT BE LOCATED IN THE SAME CE055 SECTION OF CUT NOTOH IN STUD 5/8" MtN. TO EDGE IF HOLE 15 DETtHEEN 40~ AND OF STUD DEPTH, THEN STUD MUST BE DOU::~BLE ,E A~ NO H~ THAN T~ A~ ~ ~D P, IFChl tqq5 SSC HIGH HIND EDITION SECTION 5.4.1.1.l FIGURE 5.2_5 NOTCHING AND 50REP. HOLE LIhIITATIONS FOR EXTERIOR HALLS AND 5EARING HALLS AT EACH END OF HEADER AND ¢ AT BOll'OM OF HEADEt~ STUDS tN ADDITION TO CONNE6TOR5 AT HALL STUDS AND AT TOP AND 5d COOLE~ MAI] BOTTOM OF CRIPPLE5 FLOOR BRACING AT END DAYS ~,, TYPICAL FRAHING AND UPLIFT (bqFd, hl FIGURE 5.©b) CONNECTIONS FOR OPENINGS I ~NAIL5 BASED ON I u~ ~ ~ IL~/~/~'~ I ~9,2~t~ I 1%6EN~2x~OCKINO / W2~T~ ~T ~ v'"' ~NEEDNOTI SASLR E~PHALL, 5ALLO0~ FRANI~S ;FOU ATIO 6 EA A OE FRQ SLOPES PREFERRED HETHOD 2-10d NAIL5 CEILING JOIST EXTERIOR OR BEARING HALL G'r'PSUM EDARD .Sd COOLE;~ NAILS AT '/" 20 GAUGE /O-bd NAIL5 F::NP~N.L GADLE ENDHALL DRACIN® (HFOh~ F.I®URE ~.6a) "'- ~RID~ ~ION S~P /USE ~Sd COHEN ~tL ~ ~ IN ~CH E~ OF I;I/4" 00AU~ STRAP RIDGE BEAH ~I~GE TENSION STRAP DETAIL 20 ®A. STRAP l,~/(8) 8d NAILS EACH SlOE Simpsol Strong-Ti~ AD5- ¢Imnet,,j Froming i OOF: P-.AF:TEi / P-..IIDGE L ETAII N.%5. NOTCH GREATER THAN 5~ OF THE PLATE HIDTH, GAGE (0,054") AND 1.5" HIDE H~AL TIE ACR055 AND TO EACN SIDE OF THE NOTCH HITH 8-1Cd NAILS EACH 51DE Simpson Strong-Tie PHI:) SCALE: N.T.S. TOP TOP TO ACCOkIHOIPATE PLATE FRAi"dlNG PIPING 06 F'¢YPSM BOAP4) INDTALLEID IN ~NAIL AT &"ED~) ~ / ACCORDANCE NITH NF:OH TABLE D.I PANEL ,~l' II % '--HO~DIS"r~,UCTLJ(I~dL PANEL ,, /11' II \INSTALLED IN ACC,ORDANCE ,~,d NAIL AT 24 O.C.---' II1% HITH HFCM TABLE ~J ~ ~ NAIL AT e" O.C. ON ~ II, II FRAMING P'lt~,~,r.,~,~tS AT PANEL ~ I ED~5 AND 12 0.1.~--,~* ON ALL PRAMIN~ ~'S NOT AT PANEL EDGE5 E)FTAII. i (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING TAE~LE ~,~011.4 MINIMUM UNIFDRML¥ E)ISTRIDUTEI:? LOADS (PSI) ,55,EN~=~ V'EHICLE 8AfEA~G DO iTTIO IdlTHOUT ~TO~.A~:~E 'rTIO5 ~tTH 5TOP~AC:~E 20 pOf4~ OTHER THAI4 5,LEE~INE~. 'AI~ (TADLE D,I HFQI'4.HI~H HIND EDITION) JOINT ]PESCRIPTION NUMBER OP NAILS ~¢d ~Sd NAIL PER PER .~IST ~ 2oo~ 1/16" q'tbd ~H LAP TIE 2-1bd ~-Ibd 4-1&d B~JOIST, END JOIST OR BLOOKIN~ FLOO~ Ft~AMfI~ ,~4J ~ ~ 2X~ 5TUp JOIST ~-~d CEILI~ 5HEATHIN¢5 ,I D. E,~fa*~t~' s/~tl~ *d~ ~ ,~a~' ~ all m~r~(~ ~ ~lon~t~n ~20 ~ ~ I~ ~ s 2 ~ll~. ~ ~ ~ ~ edfb~ OF ~M. H,~LL ~ 6d PER ~ ~ ~ TO ~I~AIN ~ ~A~ PATH. 'TABLE ~2 A~GM~HI~H Ht~ EDITIO~ 5f~ ~ ~lf'H PLA~ TO FOUNPATION ANGO~ BOLT GONNEGTIONG~GISTIN¢ LA ~ 5HE~ ,LOA~ ~"~OLT GO~I~IECTtO4=OUNPATION BRACIN® tKALL PERHITER MAXIMUM AN~ BOLT . ~PPORTIN5 EDeE NAIL 5PACtN¢ (IN) (I/2 ANGOR ~OLTS) ~' ~.red ¢~cref, e ~our~/~t;lon ~1], ~'~" high, D~ 2-1 D/4"XII 1/~" ~¢0i~ ~lrd¢r (or D I/2'xll t/~' Po~r iI at least ~,~ Nl~tol.~ In ~,~r.,h sleeping ro°m shall comply ~l[h the ex UPLIFT - O01~TINUOUS PATH C,,ONNECTOR~ ~1~ ~A~ TO ~tH JOIST ~ RIH ¢15T TO 5~ ~CTION ~, ~5 12, I~" ~ f4)-~d ~iL5 AT E~ ~ . M~ t2, ~H ~F ~F m ~ ~ i~A~AT~H~ DEGK P~T TO ~ ~N~TION ~A ~ ~ ~T ~1~ TO ~K ~IST G~TION ~, M~12 · ~ Ils ~ ~p~ ), SII"F'.~2N 5TRON~ - TI 51HSON 5TRONe - TIE .MTS~O O~ H~TI2 STUD TO ROOF CONNECTION ,LT DILL PLATE TO RIM JOtST TO FLOOR TO CONNECTION STLrD JOIST RAFTER~ AND 5HEATHIN¢ LOCATION 5TUB SP Gl , STRUCTURAL 5;HEAT I ~ HAXI~J