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Home My WebLink About35349-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~-RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34214 Date: 03/03/10 THIS C~KTIFIES that the building ALATERATIONS/ADDITIONS Location of Property: 2305 PARK AVE (HOUSE NO.) (STREET) County Tax Map No. 473889 Section 123 Block 3 Subdivision Filed Map No. Lot No. MATTITUCK Lot 21 (HAMLET) conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 19, 2010 pursuant to which Building Permit NO. 35349-Z dated FEBRUARY 19, 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 ALTERATIONS & ADDITIONS, INCLUDING FINISHED BASEMENT {NOT TO BE USED FOR SLEEPING), COVERED PORCH AND ATTACHED TWO CAR GARAGE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GRACE R CANTONE & MARIA SANTIGATE ( OWNER ) of the aforesaid building. S~FOLKC~)~DEPART~E~FT OF ~]~J~TH/~PP~O~-AL N/A ~.RC"I~ICAL c~KTIFICATH NO. 3030804 05/15/07 PL~]~BERS ~KTIFICATION DA'r~ 05/29/07 JOSEPH TUONEY ~~A hori ze~ Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 certil~ing 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 ~// Old or Pre-existing Building: ~ (check one) House No. Street Hamlet New Construction: Location of Property: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ ~-~ c~ Final Certificate: Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ~ !.~.~ Block L~-,-_ (9OtO Subdivision ~ i '~ ~')~r 6} Filed Map. Lot: PermitNo. ~o~/_,, Dateofeermit. ItPjt~'J)cro[~Applicant: Je~ Health Dept. Approval: Underwriters Approval: ~/~ (check one) Appl'~ature~/~ Tcwn H$[L $3095 Main Road P.O..Box 1179 £ouJ'hoFJ. New York 11971-0959 Fax (63l) 765-9502 Tclophonc (631) 765-1802 BUILDING DEPARTMENT TOWN OF 8OUTHOLD BmlcLm~ Pe~mi~ No. CERTIFICATION D~te: ~r certi~ that thc solder used in the wate~ supply system contains l~s than 2/10 of 1% lead. Sworn to be.fore mc this o~q -t~ day of "~__: 20 0 '7 Notary Public, ~Cmmty ubiic, State ~ ~t New Yolk No. O1 C? 4,~S5~ t BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by Located at 2305 PARK AVENUE MATTITUCK, NY 11952 Application Number: 3030804 Certificate Number: 3030804 ns11 Section: Block: Lot: Building Permit: BDC: Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the ]Sth Day of Ma),, 2007. Name QTY Rate Rating _Circuit Type Miscellaneous living-dining room-laundry atttached garage and outside Wiring and Devices Outlet 35 0 Fixture Fixture 32 0 Incandescent Fixture 3 0 Flourescent Outlet 27 0 General Purpose Receptacle 17 0 General Purpose Switch 16 0 General Purpose Dimmers 4 0 Paddle Fan 1 0 Receptacle 1 0 20a Laundry Receptacle 1 0 30a Dryer seal I of l This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUII/)ING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35349 Z Date FEBRUARY 19, 2010 Permission is hereby granted to: GRACE R CANTONE 58 KENILWORTH RD MINEOLA,NY 11501 for : ALTERATIONS AND ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 32426. at premises located at County Tax Map NO. 473889 Section 123 pursuant to application dated FEBRUARY Building Inspector to expire on AUGUST 2305 PARK AVE MATTITUCK Block 0003 Lot No. 021 19, 2010 and approved by the 19, 20~11. ~~-~zed Sig~.ature-- - Fee $ 365.10 Rev. 5/8/02 ORIGINAL 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. 32426 Z Date OCTOBER 24, 2006 Permission is hereby granted to: M SANTIGATE & G CANTONE 2305 PARK AVE MATTITUCK,NY 11952 for : ALTERATIONS & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PARK AVE at premises located at 2305 County Tax Map No. 473889 Section 123 Block pursuant to application dated OCTOBER 18, 2006 Building Inspector to expire on APRIL 24, MATTITUCK 0003 Lot NO. 021 and approved by the 2008. Fee $ 365.10 /'~.~t ho riz~e d~ignature Rev. 5/8/02 ORIGINAL Ne.w. York State Department of Environmental Conservation Divimon of Environmental Permits, Region One Building 40- 8UNY, Stony Bm ok, New Yo .11790-2356 Phone: (831) :~.: 0365 · FAX: (631) ~?.; 0360 Web,,it, e: www.dec, state.ny, us ~ P. c~ Gra~ Can~one 58 Kcnnclworth Road l~fincola, NY' 11501 Letter of Non-JuHsdi~_'_nn_. Tidel Wotl-nd_~ Apr~ 7, 2OOO Cantone Property, Park Avenue, Mattituck SCTM# 100-123-03-21 Application # 1-4738-02599/00001 Ba.~d ~ I1~ iaformatim you haw ~ubmitted, tho Now York State Department of Environmental Comervatim ha~ detenni~_ that: 'f~e Pr°petty landward ofth~ 10 foot elevalic~ contour as shown on tl~ survey prepared by John T. Met~ claud 10/22/97, last revised 10/22/99, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordnnce with the currant T'gial W~Jands Land Use Re~a/ons (6NYCRR Part 661) no permit is r~quired under the Tidal Wetlands Act. Please be advised, however, t~t no co~trucfion, sedim~t~,m, or dimuban~ of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated alx~ without a permit. It is Your respons~ility to ensure ttmt all necessary precautions ar~ taken to prevent any ~on or o~her alteration or disturbance to the ground surface or ~getatlcn within Tidal Wetlands jurisdiction which may result f~om your project. Such precautions project (i.e. a 15' to 20' wid~ construction area) or erectin~ a temponay fence, barrier, or hay bale herin. i ' Please be futt2~r advised that this c't~er does not relieve you of the resp~ms~ility of obtaining any BMHP T. Ludlow, Ludlow Home~ File Sincerely, .. Ma~ C. Ca~a~ Permit Adminis~ator TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING FiNSULATION AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI~'~IT CONSTRUCTION [ ] FIRE RESISTAKI' PENETRATION REMARKS. . ~' ' ., ~ DATE~Q7 INSPECTOK~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND ~._INSULATION /~ ', [ ] FRAMING / STRAPPING [ ]FINAL ]FIRE SAFETY INSPECTION ]FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONS[RUCTION [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE '-~ - ~' - /~ INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: November 27, 2006 To: Town of Southold Building Dept. Re: First & Second Foundation Inspections Cantone 2305 Park Ave. Mattituck, NY 11952 Permit#32426 To Whom It May Concern: First and Second Foundation inspections was preformed at the above-mentioned construction site, and the damp proofing was installed correctly and meets all state and local building codes. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 Date: March21, 2007 To: Town of Southold Building Dept. Framing/Strapping/Plumbing/Insulation Inspections Santigate 2305 Park Ave. Mattituck, NY 11952 To Whom It May Concern: A Framing, Plumbing, Strapping, and Insulation Inspections were performed on the above mentioned structure and it is deemed that all work was done as per plan and meets all state and local building codes. A Pressure test was also performed on the entire plumbing system. Any questions feel free to call. FIELD I~SPECTION REPORT I DATE I COMMENTS FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING ~SULATION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765~1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c ' Expiration ~'~-~ fBuil~d]~ector 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 Contact: Mail to: Phone: a. T i~j.~ap~atid~ ~)~U~T be completely filled in by typewriter or in ink Date /'0//~ ,20 0/5 and submitted to the Building Inspector with 4 sets of plang, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant 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. ~__~4/~/~57 (Sig~ature,~pplicam or name, if a corporation) (Mailing address of applicant~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~q-e,q ~'c,,, ~ 6~ ~,,.4q~,~4- ~ (A~s 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. ~/5--~o~ I~..~_ Plumbers License No. Electricians License No. Other Trade's License No. Location of land on~hic~h prqposed work will be done: Hamlet House Number Street County Tax Map No. 1000 Section Subdivision (Name) Block O._~ Filed Map No. , Lot ~ / Lot State existing use and occupancy ofprem(ses an, d intended use and Dccupancy of proposed 9onstmction: a. Existing use and occupancy .21 ,~ L~ -" ' 0 O b. Intended use and occupancy_ ~rx ~.,~,,.~__ Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost I ~), ~'~-'~ 5. If dwelling, number of dwelling units If garage, number of cars _~ Fee '~ Addition ~"~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify n~ature ~and,extent of each ty~e of use. 7. Dimensions of existing stmc~res, if ~y: Front ~ Rear ~ ~ D~th Height ,~ Number of Stories Dimensions of same structure with alterations or additions: Front ,¢~- Depth ~ ~ Height. ~.~9 ' Number of Stories 8. Dimensions of entire new construction: Front ~ ~-- Rear Rear / .D pth Height Number of Stories r/ Rear /...a 3' Name of Former Owner 9. Size of lot: Front /[ ? Depth o'06' ~ 10. Date of Purchase ~ ~ 11. Zone or use district in which premises are situated ~¢ $, f,~..~-x c,. (,. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO(,~ 13. Will lot be re-graded? YES NO ~k,Will excess fill be removed from premises? YES /~, NO__ 14. NamesofOwnerofpremises ft~N:~, -~'~,~'Address ~'v~ .~ PhoneNo. ~7~ NameofArchitect ,,)v~,n~. ~dodcc~c~, (j~ Address PhoneNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. 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. STATE OF NEW YORK) COUNTY oFC'x) ~L,lc_S)S: J a~ ~ ~--~,~ ~'O ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe ~ O'D-v-w~/-,;'~,~-~ ~ ~ (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 tiffs 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. S~vf~ :~_ b e f° ~eaymoe~ C.A-T5 [o .,~, 20 OL MELANIE DOROSKI NOTARY PUBLIC, State of New Yo~ No, 01004634870 Oualified in Suffolk County ~ Commission Ex,ires Septembe~ 30:2 (~\~) /~3gi~at~j '~pplicant ~ TOWN OF $OUTHOLD PROPERTY RECORD CARD OWNER FORMER OWNER LAND AGE SEAS. IMP. VL. TOTAL FARM DATE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value "illable I rillable 2 'illable 3 ~/oodland i ,wampland lrushland~..--~ A A VILLAGE J DISTRICT SUD. W L~U,~/e'-Z",/t~u' ,~ ~PE OF BUILDING co~. /iND. CB. J MISC. LOT REMARKS ,) , M. Bldg. Extension Extension Extension Breezewa Garage Foundation Basement E~. Walls Fire Place Patio veway Porch Porch Bath Floors Interior Finish Attic Rooms 1st Floor Rooms 2nd Floor OWNER TOWN OF SOUTHOLD PROPERTY RE~ ~1 REMARKS ACR TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE WOODLAND FRONTAGE ON ROAD DEPTH BULKHEAD MEADOWLAND HOUSE/LOT TOTAL 123-3-21 3/03 COLOR TRIM 1st Extension t."7 t('~c:> = %(c~"~ ~.~ ~ ~ ~I Basement ~L COMBO S~B P~IAL Floors ~ Kit. Extension ~ ~ ~; ~ Ext' Walls ~ V,~.,~ Interior Finish ~(~ ER Extension t~ ~ = ~G~ Fire Place ~ Heat ~ (~ D.R, Patio ~ Woodstove BR. Porch Dormer Baths Pool ~ a'l Z.b TEST HOLE O~rk brown sandy loam OL .0.~' 3' P/aler In pole brown fine I om familiar wllh /he STANDARDS FOR APPROVAL AND coNSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL sYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by Ihs conditions se! forth lhereln and on Ihs permit Io conslrucl. The locations of' wells o,n.d cesspools shown hereon ore from field oflservo!lon$ RIO - 01- 0126 CERTIFIED TO' GRACE R. CANTONE MARIA ELENA SANTIGATE DEEp HOLE CREEK ~ADINS PLAN FLOOD ZONES FROM FIRM MAP NUMBER 36103C0488G ~ · PROPOSED CONTOUR CONTOUR LINES ARE REFERENCED TO N.G.V.D., ANY ALI~flATION OR A~OITION TO 1141~J ~URV[Y iS A ~OLATION O~ ~CllON 7209 Or TH[ NEW ~ STA~ £DUCAT~ON LAW, SURVEY OF PROPERTY AT MATTITUCK TOWN ~ SOI ~..'r,~ r',' ,"" SUFFOLK COUNTY, N.Y. 1000-123-03'-21 Scale 1" = 40' Oct. 22, 1997 DEC. 23,1998'( prop. oddbtlon~ flood zones ) oCT. 22, t999 ( Iopo ) MAY £1~ '2001 ( new addilion ) JUNE PT.,~ ~001 {~E$T HOLE. ) dULY 24~ 2001 (REVISIONS) ~UG. 6, EO01 t REVISION ) MAY I5~ 2002 find) ZI797 97 - 310 .4 5UILDING DEPT. LOT COVERAGE INFORMATION: LOT: 35,862 SQ FT TOTAL EXISTI~NG HOUSE: 1,847 SQ FT TOTAL EXISTEqG DECK: 894 SQ FT TOTAL PROPOSED ATTACHED GARAGE: 474 SQ FT TOTAL PROPOSED ADDITION: 165 SQ FI' TOTAL PROPOSED COVERED PORCH: 198 SQ FT TOTAL PERCENTAOE OF LOT COVERAGE: 9.97 % 594~ ~OUSE 1,5,,¢~ II II OCCU P,~ NCY C R USE I: UNLAWFL LEGEND WITH( UT CERTff EXI*fIN~ ~ON~GT ON TO ~HAINOF. O( ~UPANCY r~, ........... ~ m~m~ o~ ~o~ ~E~0V~D AS 10TED NOTIFY BUILDING )EP~ rMEF f AT BISTI~ ~1~0~ TO ~802 8AM TO 4PI FOR THE ~ ¢EILIN¢ HICHT 1. FOUNDATION - ~0 UIRED F_ ~ POURED CONCF V~L~ CBILI~ LI~ 2. ROUGH - FRAMING & CA~N HO~XI~E '~ ~ ~a5 m) ="x~" 'IOATE , CO~PL]IC~VR I'"~IOD SOUTH(~) '~ 0 ~D~RWR~ER$ CERTIFICA~'~ q- REOUIRED SITE PLAN NOTE: · SITE DRAWING IS BASED ON INFORMATION TAKEN FROM SURVEY DATED 074)2-2002 BY 3OHN T. METZGER LAND SURVEYOR AB PROVIDED TO PENNY LUMBER BY MR. & MRS. SANTIGATE OF MA~rlTUC K, N,Y. · IN NO CIRCUMSTANCE SHALL PENNY LUMBER BE RESPONSIBLE FOR ANY MISINFORMATION OR iNCONBIb~IFENCIES ON SURVEY · TH~B DRAWING TO BE USED AB GENERAL REFERENCE ONLY AND BHALLiNOT SE CONSIDERED A LEGAL DOCUMENT $OUTHOLD BUILDING DEPARTMENT CRITERIA DCCUPANCY CLASSIFICATION RESIDENTIAL ~ SECTION 310 BUILDING CODE DWELLING UNiT - SECTION 310 - 310.2 HEIGHT 20'-6" I (Bt} 837 SQ OF CONSTI~UCTION ¢VOOD FRAME CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WINI FRAMING ELEMENTS BEE FLOOR PLANS AND SECTIONS CO DESIGN LOAD CALCULATIONS SHEET 7 mm WINDOW AND DOOR SCHEDULE SHEET70 LOAD PATH SHEET 5 ~- I~ NAILING SCHEDULE SHEET 7 04 SHEET 5 ; d PLUMBING RISER DIAGRAM Z FIRE PROTECTION DESIGN DRAWINGS ENERGY CALCULATIONS SEE ATTACHED H CHAPTER "46" 3E PREVENTION )INN COD=. ITIFL%,~TION OF ~ & CONhrFCTIONS REQUIRED. SHALL Jl,~ , ,, 0FTHE r OF,,'~ ,;'FATE. 2~ ~ 12 ~O~OOE~ SOUTH ELEVATION EXIOTIN~ ~OOF ~N~ ~00~ ' P~OPOOEO NO~TH ELEVATION . ? 'r i I' I I h HINNE7j ~ Itl .... o ....... ~ ..... o ....... CONS I ~UOTION: ~ I I /~¢4 BA~ 12" 00 (~P) I X I -- ~OUNDATION CONST. ' lB'-4" --~'4 BA~ 12" OC (WP) ' ' ~ TO P~ PI~ ON BI~DOOT 20" : 0 P~OPOSED/EXISTIN¢ FOUNOATION PLAN OONOT~UOTION TO OPTION A, (5)1~" X I~" LVL I TO ~MAIN ~ TO ~MAIN ~ I ~ I I ~ ~ I ~ ~ OON~UCTION TO O (¢DB ¢~OTION A-A ON DHEDT ~) I O I0" HD~ UON NEI~ CON~T~,IJOTION /~ Nf=l~ ~.001= ~ON~T. II % A ~ HAINTAIN I" ~IN. AI~ CPAGB BET~EN INCULATION ~ 2"X8" DF OJ ~ I&" O0 ~ '~ ~ ~ ~PEGIFIEg A~A¢ (¢~ ~GIFIGATION~ 5~ET) BXI~TIN¢ ~ ¢ (2)l%"Xll~e" LVL HmR (VIP) / ~ , ~ ~ EXI~TIN~ " [ EXISTIN¢ LA~IN¢x ~N ="~"xl" ~ %" ANOHO~ BOLT5 4' 0.~. I F~OH OORNE~5 % ~ 5LAB OONST~UOTIO"N, ~AOO 2"X&" 5ILL PLATE SILL CASKet AND X ~INF~ 4" P.O. 5~ ~"~" I0/10 TE~ITE SHIELD ~/APP~OVE~ HU~IOAN~ ¢T~AP¢ TO ~TU~$ ON A ~. ON ~ ~ ~-~JJ I V~ PLA~ (eEE ~PE¢IPIOATION~ ~EET) 8II PO FOUNPATION HALL ON ~'lXl~" P.O B~I~ ON HIN. 4" ~11 ~OOF OONST. ~ IOE/~T~R ~IELD ¢ PE~IHE~R5 AND VALLEYS ~ APP~O~D ~FTER TO PLA~ TO LEDeE~ TO HEADER I"XO" FASCIA (~P)-- - -- --- .- -- ¢ON . HB~ 8" ~UA~ PERHAOAST OOL. ~(2) 2"X~" DF hP~ O,O. ~ APPROVE~ (HUST USE OPTIONAL TOP AND ~ ~ BOTTOH FAS~NIN¢ B~G~ET ~lt)~ PO~OH ~ 5EE 5PEClPICATION~ ~EET (2) 2"X¢" AG~ ~[ROER ~SP FOE ALL ¢ON~6TOE5 IN~IO~ ~" ~ PAU44 OONNECTOR F~OH ~I~E~ TO ~' P~ PIE~ ON BI.FOOT ~ ~1 ~ SECTION = 50ALE= %"= I'-0" ,I NOTE: ~ P~O~I~E USP JU~2¢ OR B~UAL OONNBOTOR LAS BOLT TO EXI~TIN¢ . I I t=XICTIN~ RO0~: "~~ EXI~TIN~ ROOf= C. ON.~TF~C, TION d. ON¢TRUCTION TO TO BE ~OVE~ ~AIN ~EXI~TIN~ 2"XIO" ~ ~ I&" 0.¢. TO ~AIN ~ I ~EXI~TIN~ 2"XIO" ~R e I&" O.O. P - I ' ~ C ~~ _ ~ ~ ~ ~ I ' I I / TO ~HAIN ~ I / ~ I / X I I / ,' j / I , / x-~ ~ Z ~XI~TIN~ ~00~ ~ ~ EX~¢TIN¢ ~00~ 0 ~XI~TIN~ ~00~ PLAN z ~ '~XICTIN~ t~00t= .~ ~ EXI~TIN¢ ROOt::' TO BE ~OVED ~E~AIN EXICTIN~ ~00~ ~ OON~TION TO~/ ~ ~ ~ ~ z L _ _L _h _5 : 0 ~ EXISTIN~ SOUTH ELEVATION ~~ ~ Z ~ Z II II GEN =RAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE TABLE 3.4 1, TI'.= Information on this set of construction documents is to relate basic design t. All walls, 2x4 and 2xS, to be stud grade or better 16" o/c. All other framing material TA a L E 3 1, IN C L U D IN G 3.3 A N D 3.g I I B 95 S S C RIG H W IN D E D ITIO N W O O D inte~ and fi'amlng details. They are intended as a canstruction aid, notasubtaituta tobeft2douglasfirorbetter. ,1~5 SeC HIGH WINO EDITION WOOD FRAME CONSTRUCTION MANUAL : ;FRAME CONSTRUCTION MANUAL forg ~nerallyacceptadgoedbuildingpracticeandcompllancewlthcurrectNewYork JOINT DESCRIPTION NAIL QUALITY I ;RAFTER SPACING IS" O/C state building codes, The general contractor is msponsibta fur providing standard 2. All wood framing in contact with concrete or masomy to be pressure treated. N A IL S P A C IN G 1 E a m p h F A S T E S T W IN D S P E E D cons ruction details and procedures to ensure a profosslonally finished, structurally R O O F F R A M IN e sour J, and weatherproof completed product. 3. Provide double Poor joists under all walls parallel to floor joist span direction unless R A F T E R T O T O P P L A T E 'T O E N A IL E D a '-0" W A L L; 3-a d P E ~ R A F T E R R O O F R O O F N U M B E R 10'-0" WALL: 4-Sd PER RAPTER PITCH SPAN (ft) OF NAILS 2, G~ neral Contractor to coordinate all sub contractors, scheduling of work, and "l- Inten ction between trades, lumber floor joists. 4. Provide x-bracing or solid blocking at a maximum of 8'-ffl' o/c for ail dimensional CBILINGCEILING JOIsTJOIST TOLAPsPARALLELovER PARTITIoNsRAFTER IFAcEiFACE NAILEDNAILED SEESEE TABLETABLE 33'77 EAcHEACH LApLAP IS 4 Z 3. TI'-~generalcontractorlsresponsibleforensudngthatallworkandconstruction BLOCKiNa TO RAFTER TOE NAILED 2-8d EACH ENO 24 5S ~ ~ v'm~ meel i or exceeds current federal, state, and tacal codes, ordinances and regulations, 5. Floor construction: *,4" tongue and groove plywood subfloor. Finished matadal to be ~ i M e O A R O T O R A F T E R .E N D N A IL E D 2 -1 e d E A C H E N D 2 8 7 etc. rhesecodesarefobeconslderedaspartofthespeciflcafionsforthiabullding applledoversubfloor, GlueandscrewplywooddecPingtofloorJoista. BALL FRAMING 32 8 andlhouldbeadheredtoeveniftheyarelnvariancewghtheplan, roP PLATE TO TOP PLATE IFACE NAILED 2.16d * PER FOOT 8112 1E 3 6. AIIwlndowanddoorheadersfobemfflimum(2)2xl0untassothenvise specified, top PLATES AT INTERSECTIONS FACE NAILED 4-18d JOINTS -EACH BIDE 16 4 -- I 4r Di nensions shall take precedent over scale drawings (do not scale drawings). All interior headers to be (2) 2xl 0 unless othsi',vlse specified. ~ T u D T O S T U O F A C E N A IL E O 2 -16 d 24" O lC ~.~ mmm ~ Z tiRADE" TO HEADER 'FACE NAILED led 1'" O/C ALONG EDGES SS 4 Ill 7 ~, '1- 5. TI' ~ designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all beadng walls, ' 3-1 a d P ~ R 2 Xe S TU O 28 S resp~ risibility for construction coordinating with these plans, nor responsibility for ~ 0 T TO M p L A T E T O F L O O R j 0 iS T, : 4 -1 a d P E R 2 Xl~ S T U D 3 2 7 cons ruction rneans, methods, techniques, sequences, or procedures, or forsafoty 8. AII beams to have adequate bearingat each end orasspecified. ~ANDJOIST~ END JOIST, OR BLOCKING iFACE NAILED ; 38 7 prec~ utions and programs In connection with the work. There are no warranties for a 2 - 1 a d * ~ P E R F O O T a: 1 2 1 2 3 spec lc use expressed or implied in the use of these ptans. 9. All flush beam and joist intersections to have galvanized hangers. : L O O R F a A M IN 13 t s 3 6. RE For to floor plans, exterior elevations, and window schedule for types and sizes of 10. A typical structure that is designed as a "Pardal~y Enclosed Building" shall have ~ L 0 C K ~N G T 0 J O rs m 5 ~ ..jJ wind ,we. AIIw[ndowsto beAndersen high performance quality or approved equal, exteriorwalrsand rooftobesheathedwiffl ){"exterior grade plywoodor 'BLOCKING TO SILL OR TOP PLATE !.~(~EE NAILED 2-Id EACH END 2S S ~ mJ m.J.J ~" DEB plywood, group 1, APA rated. Plywood to span over all plates and headers, J 0 ~s T O N L E D G E R TO B E A M T O E N A IL E D ~ -S d = E R JO IS T 7.1 2 · 1 2:1 2 I 2 7. Dc ~randwindowheaderstoallgnunlesaothenvisenotad. BAND JOISTTO JOIST END NAILED 3-16d =eR JOIST 2 11. Provide Insulation baffles at cave vents between rafters, s A N D JO IS T T 0 S IL L O R TO P P g A T E TO E N A rL E D ~-1 6 d = E R F O 0 T I 0 3 8, G~ neral contractor is to ensure that masonry and prefabricated fireplace R O O F S H E A T H IN G 20 4 cons 'uction meets or exceeds all manufacturer's specifications and applicabta codes. 12. Extedor flashing to be correctly installed at ail connections between rm~fs, walls, s TR U C T U R A L P A N E L S 24 4 chimneys, projections, and penetrations as required by approved construction ~' P E RIM E TE R E D G E ZO N F - 16" O lC - 6" A T P A N E L 2 8 5 I EDGES AND AT INTERMEDIATE SUPPORTS IN THE 32 S (~m 9. G~ leral contractor to consult and coordinate with the owner and the plans for all practices, 8 d P A N E L FIE L D built i1items suchas bookcases, shelving, pantry, closets, eta. INTERIOR ZONp · ~5" OIC· B" AT PANEL EDGES AND f2" 3S S 13. Generalcantractorto provide adequate afficventilatlon and roofventa. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF. INCLUDJN{3 4'-0" ON EACH SIDE OF THE ROOF PEAK. THE 4'-0" Z 10, p ovlde hardwired srnoke detectors, with battery backup, on all floors and in each PERIMETBR EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. LU bedr( om, verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs, c s ILIN G S H E A T H IN GO Reel( snttalConstmctionCede. Installcarhon monoxidedetactors aspercede. GYPSUM WALLBOARD 5d COOLERS 7" EDGE I 10" FIELD ~~ ~ Z STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION STRUCTURAL PANELS i ad 4' EDGE ZONE -lO" O/C -8" AT PANE L EDGES AND 12" , AT INTERMEDIATE SUPPORTS IN THE PANEL FIELDDESIGN LOAD CALCULATIONS C I'-- GENI!RAL FOUNDATION NOTES FORWALLOPENINGPRCTECTIONOF12DMPH3-SECONDW1NDGUSTB 8d ~- 1l" O/C - 8" AT PANEL EDGES AND 12" ~ ~l (MAXIMUMME~NROOFHEIG~FF:3~) FIBERBOARD PANELS 1711e" AT INTERMEDIATE SUPPORTS iN THE PANEL FIELD LL 1. Ge teral contractor to review plans, elevations, and details to determine intended~ G Y P S U M W A L L B O A R D 126 J32" 8da'd 3"3" EDGER O G E // 8"6" FIELDF IE L D MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibat) t'Y 0'3 heigh s offlnlshed floor(s) above typical grade, ad COOLERS 7" EDGE / 10" FIELD EXTERIOR BALCONIES 2. All borings to rest on undisturbed soil ATllCS WITHOUT STORAGE 3r ./ ATTICS WI33-1 STORAGE 4fi r-] 3, Pr~ vide ~" expansion joint material between all concrete slabs and abutting ROOMS (ell-iL R THAN SLEEPING ROOMS) conc~ }re or masonry walls occurring in exterior or unheated interior areas. I ~i~ '~n '-) I SLEEPING ROOMS 3fl 4. Co Icretaon 4"sand orgravelfill minlmum, wtthfx6-10/10wiremesh reinforcing. / /~ TABLE 3.7 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CRITERIA FOR CALCULAllON OF DEAD LOAD Irdedl r slabs to be placed on 6 mil. stabilized polyethylene vapor harder. ! 1995 BBC HIGH W ND EDITION WOOD FRAME /~ WEATHERING SEVERE AC31JAL WEIGHTS OF MATERIALS REFERENCED TO A,I.A. 5, Pr'(Lido crawl space ventilattan per local code requirements. /" / ~ ~ CONSTRUCTION MANUAL FROST LINE DEPTH 3'-0" , ARCHrl~[C'I1JRAL GRAPHIC STANDARDS 6. Ge leral contractor to Install cop-r-tax (or copper) sheet metal termite shields '~ ..~ I RAFTERRoOF PITcHSPACINGRooF16" O/C DEcAyTERM ITL SLIGHTM ODERATETo MODERATETO HEAVY ~ SNOW I ~ ~EO betwE .on all wood surfaces that are exposed to concrete or masonry surfaces. SPAN WINTER DESIGN TEMP. 11 fly 7. Del ~pproof exterior of foundation with a bltumfflous coating as per code and soil 3:12 5 E 11 141 .AYMENT REQUIRED SPECIFICATIONS / STATE CODE condil one. 4:12 4 (~ 8 1~ =LOOD HAZARDS SEISMIC Z '/ / 5:12 3 ~ 7 ,( ITl ~'-- GENI iRAL FLOOR PLAN NOTES 7:12 3 4 5 ( WIND 1. DIr lensions shall take precedent over scale drawings (do not scale drawings). -/ / 12:12 3 3 3 z IE)<POSURE CATEGORY IR 2. All ntedor walls to be covered with %" gypsum board with metal comer reinforcing./ ~. ~ I-- I Tapp float, and sand (3 coats). ~ '~' 3. ~= Irs common to garage and house to have a layer of 5/8", fire rated gypsum board~ I',.. at g~l age side with 5'-0" return on adjacent wails and ceiling. Manufactured lumber ~' Z requl~ ..s 2 layers of 5/8", fire rated gypsum board. ,~ 4, All )ath and toilet area walls and ceilings adjacent to wet areas to have water *' resist'ntgYpsumb°ard,°rwalltileset°nw°nderboardorequal. / WINDOW AND DOOR SCHEDULF GENE RAL WIND PROTECTION CONNECTION NOTES ! ..... i ..................... ' . - AdaF ~d fnom Standard for Hurricane Resistant Residential Constmctioffi SSTD 10-gLa and ' ,95 SBC High Wind Edition Wood Frame Construction ,m Fast( ers and Connectors for Wood Frame Construction SHUTTER ASSEMBLY '~ , 1, A ~ ntlnuous lead path between footings, foundations walls, floors, studs and roof N.T,S, framir ] shall be provided. FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN TABLE 160g.~.4 2. Ap 'oved connectors, anchors and other fastening devices not included in the Stand ~rd Building Code, Table 2306,1 shall be installed In accordance with 23/32" APA SPAN~RATED 48/24 SHEATHING GRADE PLYWOOD (O~VERLAP AROUND OPENINGS 4") manut ~cturer~s recommendations, USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES,' ' 3. Mol plates, connectors, screws, bolts, and nails exposed directly to the weather or LABEL ACCORDING TO LOCATION.~ ~J~ subje( to salt corrosion in coastal areas, shall be stainless steel or hot dippedA galvar izod, ASSEMBLY: f ~ III ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wi #gx3" (wi WASHERS) GALVINIZED OR 4. Wh ~re windows and doors Intan'upt wood structural panel sheathing and siding, STAINLESS STEEL WOOD SCREW ~ 16" D.C. OR BETTER ~m~ Z framilq anchors or connectors shall be provided at the top and bottom of cdpple~ LU stud~ header studs, and at taast one stud at each side of opening. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#1gx 1 .V=,, ( W/ WASHERS) ~IACHINE BOLT ~ 12" D.C. 5, Rk e straps shall be attached to each pair of opposing rafters except where collar ~'~ Z ties of lx6 or 2x4 lumber Is Iooatad in upper third of attic space and attach to each pair WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED R APPROVED EQUAL ', of raft,rs. UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM W[THDRAWL CAPACITY OF 490 lbs., ! ,I , ; ~i~1¥~.~L~ O 6. Wh,n a slructure is designed as a "Partially Enclosed Building" uplift connectors SHUTTER ASSEMBLY I CALCULATIONS FOR WINDOWS BASED UPON ExpOSURE B I - ' ~ MUST HAVE DP UPGRADE KIT.-- O shall r ~w require 20 gage strapping with six 8d nails provided at each rafter beadng. N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN , COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER ' i E MEETS NY STATE EGRESS REQUIREMENTS 7. Flol r ta floor hold-downs ta be provided every 4a, and every 16" wghin 4' of exterior TABLE R 301.2 (2)NEW YORK STATE BUILDING CODE. ~~; FOR HABITABLE SPACE'~t:/~~"~ corner SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4,.0,, SPAN. '1 r ~ I ~ ,CUSTOM GRILLES. SEE ELEVATIONS NOTE ADDITIONS: I : i' Z 8, Sill ~late to Foundation Anchorage: Sill plate shall be anchored to the foundation ' NOTE ." I I i , I ~ with a chor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A 2x4 STRONG-BACKS @ 24" DC ;DESIGNED AS A PARTIALLY 'ENCLOSED STRUCTURE ! ~ ~ ; mlnlml m of one anchor bolt shall be provided within 6 to 12 Inches of each end of - - : ~ i ! III each ate, Anchor bolts shall have a minimum embedment of 7 Inches In concrete/ ASSEMBLY: ~ I I TaBor r foundations, Anchor bolts shall be located within 12 inches of comers and at 1 ). pREASSEMBLE PLYWOOD TO 2x4'S: # ~ 0x3" (wi WASHERS) GAL.VINIZED OR STAINLESS STEEL ; ' . i . i O spacln not exceeding 4 feet on center, WOOD SCREW ~ 12" D.C. I ,i L ' ~ i '[ ~. 'r"-- ALTERNATIVE FOR OPENING PROTECTION IALL NARROLINE WINDOWSMUSTi USE: i~ II ,i :: i ~ i GENE tAL HVAC SYSTEM NOTES , - . ] ] : i , WOOD STr~UCTU~L PANELS W,TH ^ M,N,MUM T, IC~NESS OF WIS" AND MAX,~Ua PANEL SPAN OF S'-~" ,1/2" HEIGHT S EL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4' DP U PGRA,DE SILL STOp~ '(SILL STriP S TOTAl_ A 1-1/4" 1, Mac lan[cai subcontractor is responsible for adheting to all applicable codes and SHALL SE PERMll~ED FOR OPENING PROTECTION IN ON AND TWO STORY BUIILDINGS. PANELS HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILl. SToP KIT.) safety equlrements, SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH AI'KACHMENT HARDWARE PROVIDED. I i ...... · I ..... ' - 2, HV/ C subcontractor to fully coordinate all system data and requlremerds with the i ALL UNITS. MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,, ANY MULLED UNITS MUST MEET OR EXCEE'D equlpn ant supplier, TABLE 1609/I.4 '1.5 TIMES THE DESIGN PRESSURE REQUIRED A-ND MUST TRANSFER LOADS TO THE ROUGH OPENING SUSSTRATE. ALL EXTERIOR WINDBORNE DEBRIS PROTECTION FAaTENINGECHEDULE FORWOOOE~FRUCTURALPANELS GLAZING MUST MEETAS'nVI E 1996TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 3. HV,a3 subcontractor to provide final system layout drawing and submit it to general contra(tar, owner, and equipment supplier for final review and approval. FASTENER SPACING (Ih4CHES) REFER TO SECTION R 1609H .4 FOR ALTERNATIVE OPEN NG PROTECTION. I FASTENER TYPE I" SPAN < 4'-0" SPAN < 18'-0" SPAN < - i ! GENE EAL PLUMBING NOTES 21/2" ~ WOOD SCREWS IS IS 112 9 0 H subc ' r' ' m efuradhe n toalla licable code and 21/Z'~8WOODECSEWS 16 18 116 12 m 1. Pluurpbing ontracto [0 De respon 'bi d g pp safety~wY~li qulremerds, A, THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUS3~ OF 13~ MPH AND MEAN ROOF HEIGHT OF 33,.0. OR LESS THESE NOTBS ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT I [-~ 2. If II plates or joists are cut during the installation of plumbing fixtures or a, FASTENERS SHALL BS INSTALLED AT OPPOSING ENDS DF THE WOOD STSUCTURAL PANEL. SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS ~'-- Z edui nt provide bracing to tie fl'sTing back together, c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR I,I Z ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WI'i'HDRAWL ! GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. I,I <3: C/) (1. JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING I ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4:12 12 3 IS 4 2D 5 24 S 28 7 32 8 36 5:12 12 3 2O 24 28 32 36 6:12 12 16 3 24 5 28 S 32 e 38 7 IS 3 20 4 24 4 28 5 32 s ROOF PITCHRooF SPAN 12 2£ 28 36 3:12 5 11 14~ 4:12 4 8 1' 5:12 3 7 7:12 3 4 5 9:12 3 3 4 12:12 3 3 3 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S .AYMENT REQUIRED SPECIFICATIONS / STATE CODE =LOOD HAZARDS DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibat) EXTERIOR BALCONIES 6C DECKS 4C ATllCS wm-(OUT STORAGE 3r A'ITICS WI33-1 STORAGE 4fi ROOMS (OTHER THAN SLEEPING ROOMS) ,~n SLEEPING ROOMS 3fl CRITERIA FOR CALCULAllON OF DEAD LOAD ACllJAL WEIGHTS OF MATERIALS REFERENCED TO A.LA. ARCHrl~[C'I1JRAL GRAPHIC STANDARDS SNOW I IGROUND SNOW LOAD 145 lbs. SEISMIC IDESIGN CATEGORY IE WiND I EW~NNoD s%PREEE ~ATS GO Ry I;20 mph RIDGE RIDGE USP LS RAFTER/RIDGE/RAFTER WITH CT RAFTER/RIDGE/RAFTER w/o CT TOP PLATE USP RT20 WALL STUD (~ RAFTEPJPLATE/STUD RAFTER USP RTt8 OR (2) USP RS250 AT 18" WALL STUD (~,.~) RAFTER/PLATE PLATE/STUD KING STUDS HEADER USP R )HEADEPJSTUD HEADER/JACK 2ND. FLOOR WALl SUBFLOOR RIM BOARD USP KLFTA 1ST. FLOOR (~FLOOR TO FLOOR 2ND. FLOOR~ 2ND. FLOOR SUBFLOOR RIM BOARD, USP RS255 A 1 ST. FLOOR TOP (~FLOOR TO FLOOR POST (~) POST ANCHOR FOR COVERED PORCHES POST~ USPPAU~ P.C. FOOTING~ (~ POST ANCHORS EOR DECKS SUBFLOOR' USP RS250AT16" RIM BOARD USP MP6i STUD/PLATE/SILL STUD/PLATE PLATE/SILL CONNECTION USP PRODUCT NUMBER A RAF'IER/RIDGF./RAh i ~R wm-t CT* R8250 21" RAF'rER/RIDGE/RAP ~t::Rwm-ioLrr CT RS250 21" + LSSH179 B RAFTER/PLATE/S,UD R'~0 RAFIER/pLA'TE RTtS or (2) RT7 PLATE/S,IUD RS250 18" C HEADER/S,IUD RT3 HEADER/JACKS'IUD RS250 12" D FLOOR TO FLOOR KLFTA or RS250 38" E STUD/PLA'TE/SILL RS250 38" S,IUD/PLATE RS250 16" PLATE/SILL MP6F F ANCHOR BOL3S S"FB 16 G POSTANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES CBE SERIES * 1.)~ OR 2X4 - 16" O/C COLLAR 'TIES MIN. i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ST~I~ DEC~O~CH R~ILINO x. DECK POST ~O. CONNECTION POST-T~GIRDE~H~ERCONNECTION *~OST =~ORW~ ~TIB~ ~CHOR ~PLYTO~OHF~TJNG I OF THE STAIRS, ~GRIp ~RTION OF RDER-TO-POST CON NECTION ~DE~EQU~TGRIPPIHGSURFACE GIRD~/NEAD~ TO PO~T/~LU~N CONNECTION <3)a~s 'AUaORWa~S POS~/e~C~R ePLYTO~HPIER GI~H~ P~:CE OF SIDING BELOW U~I~TUR~ ~OIL POST-TO-GIRDE~H~OER CONNECTION ~e aoL~ ,~ . ~4 SOLID COLUMN P~I~S~IK~ 5TRING~ TO DECK/PORCH CONNECTION ~SOLIBC~UMN P~IP~/K~ 'OST~R ~LY~CH~UMN JOl8~ CONNE~ED m A FLUSH H~ER TO BE 8UP~ Wire SPLICED JOISTS OVER H~DE~GIRDER m~a ~D SUm~ TO mE ~DfflON8 mER~N. DECK & PORCH NOTES: ,-, g LM Z W Z W ~ T _~ /%8 'B .... .... 'E '-iSi 'EiD iBASE iBN ._. ~-- ~ ~ ~ ~: I~ ~A~: I-~0-10 gHEET ~: lOF2 ~XISTIN~ UTILI'r~ ~,H (~ ~LOSET ~LOF,~ET I~XISTIN~ FINIDHED BASEHENT f=XI~TIN® F=INI~H~ [SA~E~f'4~=NT PLAN NOTE: This 15 AN A~' BUILT DI~.AI~IN6 ALL ~,ONIDITION5 At~E EXISTIN~ I~XICTIN~ I~IINDO~I ~-~ILIN~, I-IEI~,HT ADDENDUI~ T~ ~ ~'32426 20F2