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Home My WebLink About31934-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33460 Date: 12/19/08 THIS CERTIFIES that the building ADDITION Location of Property: 625 HENRY'S LA PECONIC (HOUSE NO.) (STREET) (HAMLET) Co%unty Tax Map NO. 473889 Section 74 Block 1 Lot 17 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 21, 2006 pursuant to which Building PeZl~it No. 31934-Z dated APRIL 24, 2006 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 DECK ADDITION TO AM EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PANAGIOTIS & VARVARA TENEDIOS ( OWNER ) of the aforesaid building. SUFFOLK COUN~"f DEPARTMENT OF HEALTH APPROVAL ELECTRICAL c~TIFICATH NO. PLIERS CERTIFICATION DATED N/A N/A N/A ~~~nature Rev. 1/81 Form No. (i TOWN OF $0 UTHOLD BUILD ING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of ali buildings, property line~, streets, and unusual naturalor topographic feature~. 2. Final Approval from Health Dept. of water supply and sewerage-dieposal (S~9 form). -3. Approval · . - of electrical msta/lahon from Board of Fire Underwriters. 4. Sworn statement from plumber certifying ' 5. that the solder used. m system contains less than 2/10 of 1% lead. Commercial building, industrial building, multiple residenc~ and sim/lar buildings and installations, a of Code Compliance from architect or engineer responsible for the building, eed~ficate 6. Submit Planning Board Approval of COmpleted site plan requirements. B. For existiug buildings (prior to April 9, 1957) nou-conformiug uses, or buildiugs aud "pre-existing,, laud Uses: 1. Accurate survey of proper~y showing all properly lines, streets, building and unusual natural or topographic features. 2. A properly completed application and couscut to inspect signed by tile applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons there£or in writing to the applicant. C. Fees 1. Certificate of Occupancy. New dweliing $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Acce~soo, building $25.00, Additions to accessory building $25.00, Businesses $50.00. Certificate of Occupancy ou Pre-existing Build ~g. $100.00 3. Copy of Certificate of Occupancy. $.25 4. Updated Certificate of Occupancy. $50.00 5. Temporary Certificate of Occupancy. Residential $15.00, Conm~ercial $15.00 /~- New Construction: Old or Pre-existing Building: ~ __ (check One) House No. ' Str~eet -- Owner or Owners of Property: ,.~7._/v,//.:~._!'~.)~:~. __~/~/~.])/E~T Suffolk C6unty Tax Map No 1000, Section __2~-g//~ -- / ~ Block ~ubdivision Lot {ealth Dept. Approval: qanning Board Approval: request for: Temporary Certificate ~ Final Certificate: ,-) Underwriters Approval: (check ane) 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. 31934 Z Date APRIL 24, 2006 Permission is hereby granted to: P TENEDIOS 65 BAYRIDGE AVE BROOKLYN,NY 11220 for : CONSTRUCTION OF A DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 074 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 625 HENRY'S LA PECONIC Block 0001 Lot No. 017 21, 2006 and approved bythe 24, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REM~.~RKS: ~ INSPECTOR'~ .~ ! v)l,! ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION l ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION .~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~ULATION [ ] FRAMING / STRAPPING [ ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~_~~'~ ~__~ FO~ATION (2~) ROUGH F~G & PL~G ~SULATION P~ N. Y. STATE ENERGY CODE F~ ~DITION~ CO~ENTS (VACANT) (DW£1. LINEt) / &o w~ a c~s~ O~ ~, HENRY'S '~ LANE o: ~o" ~ .o. oo' ~ SURVEY OF .: ~ ~ ' ~ ~' PECONIC HOMES [ ~ A T PECONIC ' ~ ~ tOWN OF SOUTHO~D ~ ~ SUFFOLK COUNTY, N.Y. ~ 0 ~ooo- ~4 - o~- ~ ~ ~ Scale 1" = 30' ' ~ Aug. ~o, LONO ISLAND M~TSAGE C~P 88 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork.net/Southold/ Ptg aT NO. Expiration ~P/2. ~, 20 ~7 / B~ding I~speetor BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Survey ~/ APPLICATION FOR BUILDING PERMIT INSTRUCTIONS ,2o CYO a. This application MUST be completely filled in by typewriter or in ink and submitied 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 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 Inrpactor will issue a Building Pemfit to the applicant. Such a pannit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or hi part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Eve~' 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, tho extension of the permtt for an addition six months. Thereafter, a new permit shall be required. APPLICATION 1S HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York. and other applicable Laws, Ordinances or Regulations, for the construction of buildings, addifions, or alterations or for removal or dem~.gJiliorffas herein described, The applicant agrees to comply with all applicable laws, ordinances, Imildin8 code, housi~aa e,~q~ regulations, and to admit authorized inspectors on premises and in building for necessary inspections, f~ -- CMailin~ address of aPPlicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises D~3q *~ff'-~. lO T t ;TI:' b~r~z.b i OS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lend on which provosed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section '~L~ Block Subdivision Filed Map No. (Name) Lot t -] Lot 2. Stute existing use and occupancy of premises and ingmded use and occupancy of proposed construction: a. Exisfinguseandeecupaney ~iI"~CX'~P. ~"G. fnh~\ti OCY, L ?~aOO(-'.t b. Intended use and oeeupancy (-~ef~¢ 3 ~ 3. Nature of work (cheek which apphcable): New Building. Repair Removal Demolition 4. Estimated Cost ~ ~..:_~OC).O(D Fee 5. If dwelling, numbar of dwelling unit s If garage, number of cars Addition ~q~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, eommemial or mixed occupancy, speeify nature and extant of each type of use. 7. Dimensions of existing structures, if any: Front Rear _Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stodes 9. Size of lot: Front Rear Depth 10, Date of Purchase Name of Former Owner l 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO__ 13. Will lot be m-graded? YES NO __Will excess fill be removed from promises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 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) corny '- ~CI~p~C:~ ~x~. f)J~t% -~ , ~ ~.~ beingduly sworn, deposes and says that (s)he is the applieam (Name ~individuat signing contract) above named, (S)He is the 0',.~ ~-o~ (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 tree to the best of his knowledge and behef; and that the work will be performed ha the manner set forth in the application filed therewith. Sworn_to b~ore me this ~-, . Notary Public Simile of Applicant BARBARA ANN RUDDER Nots~ Pv~;i,~, ,'3.,!~s of New York Qua f ~'t~ ':. :,:; -,,' .,aunt~..,, ^ Oom~llllon ~tei Aprl 14, ~ ,OOR DOWN DECK ~XI.STIN G IIOU5E TO RJ~MAIN 5/4" X G" MAHOGANY DECK, MATERIAL --4" X 4" PODT5 WITd -32' DECK PLAN .~CALP: I/4" = I '-0" 4" X 4" POSTO WITH 3- 2" X I 0II GIRDER. I O" 90NOTUBE TC CO N CP. ETE I'OOTING 2" X 8" ,~,CQ LEDGER BOLTED 1(2' EXISTING FOUNDATION TO P. EMAIN 3- 2" X I 0II-GIRDER =E~I LINE Off DECK~K~DA/~E;AD VE; POURED CONC. PT6;. DECK ..~ECTION FOOTING ¢ FRAME PLAN SCALE: I/4": I'-0" MAHOGANY DECK MATERIAL ~ NAILING & C,- - ,' ,- REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF'. PURSUANT TO SECTION 45-10C '~F T~tE TOWN CODE. TO R~MAIN APPROVED AS NOTED FEE' GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING ECREDULE 1. The information on this set of constmsttun documents is to relate basic design 1. All walls, 2x4 and 2x6, te be stud grade or better 16" o/c. All other flaming matedal T A B L E 3.1, IN C L U D IN G 3.3 A N D 3.g intent and f~aming deteils. They are intended as a construction aid, not a substitute to be #2 douglas fir or better. ~ 995 s B C HIG H W IN O E D ITIO N W O O O F R ^ M E C O N S T R U C T IO N M A N U A L for generally accepted good building practice and compliance with current New York J O I R T D E S O R I P T IO N N A IL Q U A L IT Y R A IL S F A C IN G state building codes. The general c~ntractor is responsible for providing standard 2. All wood framing in contact with concrete or masonry to be pressure treated. construction details and procedures te ensure a pmtessionally finished, structurally ~ o o F F R A E IN G sound, and weatherproof completed product. 3. ProvidedoublefloorJoists under allwalls parallelto floor joist span direction unless ~AFTER TO TOP PLATE TOE NAILED o'-o" WALL' 3-8d 'ER RAFTER 10'-0" WALL: 4-1Id ~ER RAFTER othenvisespocifleq. ~EILING JOIST TO TOP PLATE TOE NAILED 8'-0" WALL 3-8d )ER JOIST 2. GeneralConflactortocoordinateallsubcoctrastors, schedulingofwork, aed :RILING JOLIET TO PARALLEL RAFTER FACE NAILED SEE TABLE 3,7 [ACH LAP Z LLI interaction between trades. 4. Prowde x-bracing or solid blocking at a maximum of 8,.0" o/c for all dimensional ~EIL~NG JOIIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3,7 ~ACH LAP lumber floorjoista. :OLLAR TIE: TO RAFTER FACE NAILED SEE TABLE 3,4 =ER TIE 3. Thegeneralcontractorisresponslbleforensudngthat allworkand constnJstion ~LOCKING 1~0 RAFTER TOE NAILED 2-$d EACH END meefsorexceedscun'ent foderal, state, andlocalcedes, ordinances and regulafions, 5. FIoorccnstruction:%"tongueandgrooveplywood subfloor. Finished matedal to be ~IM BOARD TO RAFTER END NAILED 2-16d EACH END t~. etc. Tbesecodesareto be considered as paHofthespeciflcations for this building appliedoversub~oor. Glueand screwplywcoddeckingtofloorjolsts. BALL FRA/,IING LL - ' and should beadheredtoeveniftheyareinvadancewiththeplan, rOB PLATE TO TOP PLATE FADE NAILED 2-16d ' PER FOOT 6. AIIwindowanddoorheaderstobemlnimum (2) 2xl0unlessotherwisespecifled. rOB PLATE~ AT INTERSECTIONS FACE NAILED I 4-18d JOINTS - EACH SIDE ~TUD TO SI-UD FADE NAILED 2.16d 24" O/C ........ 4. Dimensions shall take precedent over scale drawings (do not scale drawings). All intedor headers to be (2) 2xl 0 unless otherwise specified. ~ E A D E R T O H E A O E R F A C E N A IL E D 16 d 16 ,, O lC A L O N G E D G E S IOP OR BO'rTOM PLATE TO STUD END NAILED 2-1§d PER 2X4 STUD 5. The designer has not been engaged for construction supervision and assumes no 7. Provide full solid blocking under all beadng walls· 3 -1 e d P E R 2 X e S T U D ~ u LU responsibility for consflacfion coordinating with these plans, nor responsibility for ~ o T T O M P L A T E T O F L O O R J O IS T, construc~onmeans, methods, techniques, sequences, orprecequres, or forsatety 8. AIIbeamstchaveadequate beadngateach end or as speclfied, lAND JOIST,, END JOIST, OR BLOCKING FACE NAILED 2-16d *~ PER FOOT precautions and programs in connection with the work. Them are no warranties for a specific use expressed or implied in the use of these plans. 9. All flush beam and joist intersections to have galvanized hangers.IOIST TO SIILL, TOP PLATE, OR GIRDER= L O O R F R a, M IN 6; TOE NAILED 4-8d PER JOIST iRIDGrNG T'O JOIST TOE NAILED 2-8d EACH END I 6. Refer tefloorplans, ester~orelevaflons, andwindowschedulefortypesandsizesof 10. Typicalexteriorwallsand rontte besheathedwith ~'~extefiorgradeplywoedor }LOCKING 11'o JOIST TOE NAILED 2-8d EACH END I windows. All windows to be Andersen high performance quality or approved equal. 7/16" OSB plywood, group 1, APA rated. Plywood to span over all plates and I L O C K I N G !- O s I L L O R T O P P LA T E T O E N A IL E O 3 - I e d E A C H B L O C K E. .EDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST beseem. IOIST ON LEDGER TO BEAM TOE NAILED 3-ad PER JOIST 7. Doorandwiedowheaderstoal[gn unlessothelwisenotcd, lAND JOIST TO JOIST END NAILED 3.1Sd PER JOIST 0 11. Pmvideinsulation baffiesateavevente bebeeenraftcrs, lAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1ad PER FOOT construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Extedor flashing to be correctly instarled at all connections between roofs, walls, [u Q~ ~J bedroom, verify with local code raquiremerds as per Secfion R317, New york stere 14. Provide appropriate soffit verdilation at ovethangs. C EILINe SHIEATHtNG Residenfial Construction Code. install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES G Y P s u M W ,~. L L B O A R D 5 d C O O L E R S 7" E D G E I 1 O" F I E L D GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to air appricable code and s T R U C T U R ~ L P A N ELS 4' E D O E Z O N E - 1 ~" O lC - 6" A T P A N E L E D G E S A N D 12" A T safety requirements, sd · INTERMEDIATE SUPPORTS IN THE PANEL FIELD concrete or masonry walls occurdng in exterior or unheated Interior areas. 1. Mechanical subconflactor is responsible for adhering to al~ applicable codes and bet'~veenallwo°dsurfacesthatareexp°sedt°c°ncrete°rmas°nrysuffaces' NEW CODE iT-aBLE3-7 =~ I ' 7. Dampproof extedor of foundation with a bituminous coating as per code and soil conditions. GENERAL WiND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Consflaction; SSTD 10-99 and 1995 BBC High Wind Edition Wood Frame Constructtcn R/~- II:l~ SP,~CIN~ 16" DfC ~ GENERAL FLOOR PLAN NOTES Fasteners and Connestors for Wood Frame Construction 'TABLE 3.41 i , I RID(i= Blt'CH R01~F Sp.a~l i= I CLIMATIC AN D GEOGRAPHIC DESIGN CRITERIA 1. Dimensions shall toke precederd over scale drawings (do not scale drawings). 1. A continuous Icad path bebeeen foafings, foundations walls, floors, studs aed roaf 11995 sac HIGH WIND EDITION WOOD 1;! ~ 2~ 3~ WEATHERING SEVERE FRAME CONSTRUCTION MANUAL FROST LINE DEPTH 3'-0" framing shall be provided, iRAFTER SPACIIN~§~ CIO i ~1~ ,' 8 11 2. AIl interior walls te be covered with ½" gYpsum board with mstal comer reintercing. 1120 m~h FA~ST WlNDSP EEO L 4:1~ , 6 8 11 ~RMI'[E MODERATE TO HEAVY ' . DECAY SLIGHT TO MODERA1E Tape, float, and sand (3 coats). 2, Approved connectors, anchom and other fastening devices not included in the I ~ ,~1~ ¢ 5 7 ~c WINTER DESIGN ~MP. 11 Standard Building Code, Table 2306.1 shall be installed in accordance with R O O F ' R O O F N U M B E R ~ 3. Walls common to garage and house to have a layer of 518", fire rated gypsum board manutecture¢s recommendations. P ITC H 8 P AN (ft) OF NAILS ~1~ ,! 4 5 ~ ICE SHIELD UNDER- AS PER MANUFACTURER'S ~ LLI at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured Jumber ~1~ ~ ~ ~ ~ i~AYMENT REOUIR~D .... SPECIFiCATIO~S i~TA~E CODE I-- requires 2 layers of 5/8", fire rated gypsum board. 3. Metal plates, connectom, screws, bolts, and nails exposed directly to the weather or 4:12 12 E ts 4 121~ ," 3 3 4 FLOOD HAZARDS 14.1 subject to salt corrosion in costal areas, shall be stainless steel or hot dipped 20 E 4. All bath and toilet area walls and ceilings adjacent to wet areas to have water gaNanized. ~4 6 ~,OUTHOLD BUILDING D~ARTME~IT CRITERIA resistant gypsum board, or wall file set on woederboard or equal. 28 7, "~ OCCUPANCY CLASSIFICA-nON :[-3 RESIDEN~AL - SEC~ON 310 BUILDING CODE N.Y.S. D E SIG N L O A D C A L C U L A T IO N $ flaming anchors or connectors shall be provided at the top and beffom of cripple 36 USE 3WELLING UNIT - SEC~ON 310 - 310 2 O studs, header studs, and at least one stud at each side of opening. 5:12 12 : -~ HEIGHT I O MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) 16 -- FiRE AREA (sl) L SQ. FT. TOTAL 20 ~ TYPE OF CONSTEUC~ON WOOD FRAME CONS'I~UC~ON D E C K S 4 0 ties of 1x6 or 2x4 lumber is located in upper third of affic space and attach to each pair ~ 2El I 4 DESIGN CRI'~RIA PRESCRIP~VE DESIGN - 1995 HIGH WIND EDI'I1ON WFCM ~ Z ATTICS WiTHOUT STORAGE 30 of ralters. 321 ; ~ FRAMING ELEMENTS SEE FLOOR PLANS AND SEC'rlONS ATTICS WITH STORAGE 40 fi. Uplitt connectors shall be provlbed at each rafterbearing. 35 i 6 DESIGN LOAD CALCULi'nONS I ~ LLI ROOMS (OTHER THAN SLEEPING ROOMS) 40 6:12 12 : 7 WINDOWANDDOORSCHEDULE! S L E E P I N G R O O M S 30 7. Floor t~ floor hctd-downs to be provided every 48, and every I fi" within 4' of estedor 161 : O , corners. 2oI I 8 LOAD PATH SEE SEC,nON .A,, i I 32 ( -~' PLUMBING RISER DIAGRAM ~ minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of 7:12-12:12 1~ ; 12 FIRE PROTEC'I~ON S N O W each plate. Anchor bogs shall have a minimum embedment of 7 inches in concrete/ 1~ ~ 13 ~USS DESIGN DRAWINGS i ENERGY CALCULA'nONS I G R O U N D S N O W LO A D 14 5 lb s. masonry foundctions. Anchor bo~ shall be located within 12 inches of comers and at 2[ I N I N D THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT I : 03 iWi. DBPEED 1 20m,h BPEOIFIC LY I NFORTBIBP N. TH ARETOSECONSIOEREG^S EXPOSURE CATEGORY GENERAL GUIDEMNES ONLY AND SHOULD BE DISCUSSED WITH YOUR GE.ERAL DO. OTOR BEFORE CONSTRUCT,°. BEG..B. USP RS250 AT _F;~FTER/RIDG E/RAFTER wr~H ~ USP LS ORTMU ~ RAFTER/RI DGE/RAFTER w/o CT 2NO. ~ SUBFLOOR RIM BOARD USP KLFTA 1ST. FLOOR TOP [: IST FLOO FLOOR TO FLOOR RAFTER TOP PLATE USP RT20 WALL STUD PLATE/STUD KING STUDS -- B~RAFTER/PLATEISTUD 2ND. FLOOR 2ND, FLOOR F SUBFLOOR RIM BOARD USP R8250 ~ IST. FLOORT 1BT FLOOR WALL USP RTt6 OR (2) TOF USP RS250 AT 18" WALL STUD RAFTER/PLATE 1S' STUD HEADER USP RT3 USP RS250 AT 12" -- JACK STUDS HEADER/STUD HEADER/JACK 1ST. FLOOR WALL PLATE/SILL FLOOR LISP pRODUCT RS250 21" RS250 21" + LSSH179 RT20 RTl8 or (2) RT'/ RS250 18" RT3 RS250 12" (LFTA o~ RS250 36" ~S250 36" PLA~=/SILL BOL'IS [DECKS POSTANCHORFORCOVEREDPORCHES dP6F =AU SERIES SERIES FLOOR TO FLOOR 1 SUBFLOOR - USP RS250 AT 36" RIM BOARD DOUBLE SILL FOUNDATION WALL STUD/PLATE/SILL IST. FLOORF SUBFLOOR USP RS250AT16' RIM BOARD DOUBLES USP MP6F FOUNDA~ON STUD/PLATE POST USP CBE POST ANCHOR FO. COVE.EO PORC, SS POST POST ANCHORS FOR DECKS 0 o