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HomeMy WebLinkAbout30462-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31605 Date: 06/13/06 THIS CERTIFIES that the building AS BUILT ADDS/ALTS Location of Property: 1435 BAY HAVEN LA SOUTHOLD HOUSE ( NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 88 Block 4 Lot 38 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 30, 2004 pursuant to which Building Permit No. 30462-Z dated JULY 1, 2004 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 "AS BUILT" ALTERATIONS (GARAGE CONVERSION) & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CERTIFICATION OF LAWRENCE TUTHILL P.E. DATED 5/23/06. The certificate is issued to KENNETH A & TIFFANY A. SMITELLI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2027114 10/12/04 PLUMBERS CERTIFICATION DATED N/A A�oriz d Si nature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD ( f: BUILDING DEPARTMENT TOWN HALL 765-1802 26 APPLICATION FOR CERTIFICATE OF OCCUPANCY_, -i n This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cerlificate 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 Date._ New Construction: _Old or Pre-existing Building: (check one) Location of Property: (lVer�l House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section _�p Block __ 0 Lot b 3 Subdivision _ Filed Map. Lot: _ C( 6 a -- -- - Permit No. __Date ofPennit. Applicant: Health Dept, Approval: Underwriters Approval, _ Planning Board Approval: Request for: `temporary Certificate Final Certificate, — (check one) Fee Submitted: $ pplicant Signature Co � �bo5 O �r� c n cP cP rJc n�n�nrr�nr nrJr�rJ�nr�rJrJ112PLrJ�rJLPLrJL3r@rJr1�r�cJr�c n�ncPrJ�rJ�rj��Pr�r�rJr1rJ��ncncnr�rn�n 10 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE `t NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 C5 c CERTIFIES THAT Upon the application of upon premises owned by SKEN SMITELLI KEN SMITELLI 5 5 185 MERRITTS ROAD 1435 BAYHAVEN LANE 5 5 FARMINGDALE, NY 11735 SOUTHOLD, NY 11971 5 cS �5 r5 Located at 1435 BAYHAVEN LANE SOUTHOLD, NY 11971 c5 Application Number: 2027114 Certificate Number: 2027114 5 cS 5 Section: Block: Lot: Building Permit: BDC: nsl1 C� Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 First Floor, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 12th Day of October, 2004. 5 5 Name QTY Rate Rating Circuit Tvoe 5 5 Miscellaneous 5 garage converted to living 5 5 space-as built-2000 SAlarm and Emergency Equipment Sensor 1 0 Smoke C 5 Wiring and Devices 5 5 Outlet 9 0 General Purpose 5 5 Receptacle 8 0 General Purpose 5 5 Switch 2 0 General Purpose �C 5 Paddle Fan 1 0 5 5 Receptacle 1 0 30 amp Dryer 5 An as built inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to mSI5 5 be in comfomrance with the applicable reference standard for the estimated period of construction of the premises wiring system. 011 5 5 5 sea, 5 e 1 of 1 c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 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. 30462 Z Date JULY 1, 2004 Permission is hereby granted to : KENNETH A SMITELLI 888 ROUND SWAMP ROAD BETHPAGE,NY 11804 for AS BUILT ADDS & ALTS AS APPLIED FOR, OUTLINED IN 7/30/3 INSPECTION & SUBSEQUENT VIOLATION NOTICES . ADDITIONAL CERTS AND FINAL SURVERY REQUIRED at premises located at 1435 BAY HAVEN LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 038 pursuant to application dated JUNE 30, 2004 and approved by the Building Inspector to expire on JANUARY 1, Fee $ 303 . 06 i l A r;i ed Signature ORIGINAL Rev. 5/8/02 Lawrence M. Tuthill Professional Engineer P.O. Box 162 Greenport, New York 11944 631-477-1652 May 23, 2006 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, New York 11971 RE: Ken Smitelli Residence 1435 Bay Haven Lane Southold, New York Permit # 30462 To Whom It May Concern: Please be advised that all work as indicated on the plans dated June 3, 2004 has been completed. This letter is to certify that the completed work has been done in accordance with the New York State Building Codes and the Southold Town Building Codes. Sincerely, 2 ,c awrence Tuthill, P.E. ,� K6►�+1 032294-1 p9�ft5S1�'*�� 7 - P 765.1802 ciBUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IIJSULATION [ ] FRAMING /FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 4 REMARKS: ZIA C J' � i ✓ t DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: P`S ' ` L r Vet . DATE 8 Z° ` a y INSPECTOR aiCR� FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ----------------------------------- a FOUNDATION(2ND) z 0 ROUGH FRAMING& U PLUMBING 1 y Cs„ INSULATION PER N.Y. try STATE ENERGY CODE FINAL �f n nCo¢ r CC ADDITIONAL COMMENTS O Z -� o/) m � ro -- I� O z x _\ x C y i, n L /t ,� _ friar Bldg. / - - - -n dation � - BothY3 4 tension I Basement T / I Floors Q i tension Ext_ Walls Interior Finish Q.ffi�/C �! I tension Fire Place Heat (� — f GU ✓+` C� Porch �U y_�y� Roof Type l ; A— Porch Rooms Ist Floor eezewoy Patio Rooms 2nd Floor gage I � � ..; (,� � ttlU � f y l/Q Dnveway Dormer TOWN OF SOUTHOLD PROPERTY RECORD CARD �- 9 OWNER STREET VILLAGE DISTRICT SUB. LOT � Ct.r1of /T ' fCs ( J1�LGei - ` j f- f; _ ✓ tom ? — /FORMER OWNERN E ACREAGE c(i S W TYPE OF BUILDING RES. �� SEAS. VL. FARM COMM.' IND. CB. MISC. Est. Mkt. Value - - - LAND IMP. TOTAL DATE REMARKS i LZ / O C C) CIOG Qd �- v 1?,'R J IC 5a2 SSS- COl1r1GI' :40 :ie,lds s--A g111q-U1 N— 70 ' QLC 4-xw �0 r'b t deryaw- llo-00o to69/on — 1 a0�'la9 R� 1 ��5r1,nil dAh,g-,vf io Sn,-- e-11,' F �- o?� �;oci AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD l illable 2 DOCK linable 3 Woodland Swampland House Plot Total TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 1 sets of Building Plan TEL: (631) 765-1802 Planning$oard approval FAX: (631) 765-9502 2 survey[/ www. northfork.net/Southold/ PERMIT NO. Check jf 5V— Septic Form N.Y.S.D.E.C. Trustees Examined �0 3 O ,20 Contact: Approved 20,�'_ Mail to: Disapproved a/c_ Phone: 51(0— Expiration— i / ,20 uil 30204 - - i APPLICATION FOR BUILDING PERMIT Date June 120 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted 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 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. W.AnV4 �nai�,lIi ', (Signature of applicant or name,if a corporation) 1K Wrr45 road �aymina a l� I�' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises r1ulh.0-4 �VVLIt;� 1'� (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 land on which proposed work will be done: 4 ba-e.lInotUun Gavle- SooA+ o 1d House Number Stket Hamlet County Tax Map No. 1000 Section JT-,, Lot 3g Subdivision__ ° A o, r Lot t (Name) �... 4 ,rs�upAW"�9 .nmol 2. State existing use and occupancy of premises and intelided use and occupancy of proposed construction: a. Existing use and occupancy SNn�� —O M1 I u1 {e2 S i d4 ul CQ- b. Intended use and occupancy ��j n�lz vo-Wl i 1 j S1 QlnC� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 1pl� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 40t Rear Depth Height I4i-DO`S Number of Stories _3?�' z: . Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth a °OF Number of Stories Height 14 9. Size of lot: Front � a 5 Rear P.`S Depth 1 a 5 10. Date of Purchase ;00 I Name of Former Owner 11. Zone or use district in which premises are situated y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO—Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Ken Sari 4-h i Address t�a rMl � Phone No. 516-155 - Dana j NameofArchitect Kenn t Luratr Address ✓Q2Utbar Phone No 4171-0400 Name of Contractor AddressT 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) SS: } ,/ COUNTY 1nq) � ��'✓l� l'Z�. being duly sworn, deposes and says that (s)he is the applicant (N e of indivi ual signing contract) above named, (S)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 )) day of -J G 200 J�q at b St licant JANErL FiaUARtgMnW Er f PC,"^mMRtlLI ���y 0 of New York Not York v�OM n 1, C'CIIrIwNp11 , lily 1,T.. BUILDING PERMIT EXAMINER CHECJKLISTI APPLICANT:� L���r� H,� r DATE REVIEWED: �/I (f , �e �J� ncl DATE SUBMITTED: -6-1-MIO ' I �d SCTM#DISTRICT: 1,000, SECTION: , BLOCK: 4 , LOT: 8S' SUBDIVISION: ADDRESS: RiijCITY: ZONING DISTRICT: CONFORMING? PQ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100;24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: /J6 _ REQ. LOT COV. ACT. LOT COV. I o? REQ. FRONT 3 3— PROP. FRONT Q SIDE ACT. SIDE ✓ REQ. REAR��=PROP. REAR VU REQ. H IGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT WATERFRONT? _DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH : YES or (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-D /1/75 YES or DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 . YES or NO / NOTES: FEE STRUCTURE: FOUNDATION: �SF FIRST FLOOR: –SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE �2 1. SF)- &7�DSF = SF 10 (o $ U �yW — 2. ( SF)- (SF)= SFX $ =$ +$ +$ _$ 3. ( SF)- (SF)= SFX$ =$ +$ +$ _ $ FINAL TOTAL: $ f NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GT_RDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE) LOT 48 S 52'05'50"E 12 .00' IUPC 1() PPPE V FR Sys MF e m O X42, w N I C) Iw O W O I 4 w � i O z sroawE N I Ll o 20.2 Qo zLl J N m uErz oursroF Z 4.D R F 4.0 — __ 10.0' O MU � n O o A '< X � O n m � O z0 FTI o a I Z N J WCOHLMIE SrCOP \ / O k STEP m (_ Z LLJ r ~ W —02 SCREENED r rfl'— 3 PORCH 3 w _ 0 nuk O z FrmnrvcE L0 o_ I� N W PPPE N 52'05 50 W 125.00 0000 LOT 50 L Ln 1 N � II I- WATERSEDOE WAY LOT E 49 MQ HflF IN BAY HAVEN AT SOUTHOLD SITUATE SOUTHOLD, TOWN OF SOUTHOLDERE GUARANTEED TO SUFFOLK COUNTY, N.Y. KENNETH A. SMITELLI TIFFANY A. SMITELLI SURVEYED FOR: KENNETH A. SMITELLI TIFFANY A. SMITELLI SURVEYED: 17 MAY 2006 SCALE 1 20' AREA = 15,625 S.F. FMS 2910 OR DATE FILED JAN 22, 1959 0.358 ACRES TM// 1000-088-04-038 p GUARANTEES INDICATED HEREON SHALL RUN - SURVEYED BY ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE STANLEY J. ISQKSEN, JR. TITLE COMPANY.GOVERNMENTAL AGENCY, P.O. BOX x294 LENOING INSTITUTION,IF LISTED HEREON,AND TO THE ASIGNEES OF THE LENDING INSTITUTION. NEW SU OLK. N.Y. 11956 GUARANTEESARENOTTRANSFERABLE TD ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 2 ^ 631 —7 4--5835 G 6 UNAUTHORIZED AL TERA TION OR ADDITION TO MIS .. SURVEYISAVIOLARONOFSECTIONT GF THE NEW YORK STATE EDUCATION LAW ICENS LAN SU YOR COPIES OF I THE DSRVE SURVEYORS ED SEAL SHLL NYS Li No. 492 06R1503-1 NOT SE CONSIDERED TO BEA VALID TRUE COPY APP OVED AS NOTED IQ DATE. �" I B.P.N FE2.�ti.�=UBYF m li Irwr NOTIFY BUILDING UFPARTMENT AT Z ' 765-1802 B AM TO 4 PM FOR THE � I - o FOLLOWING INSPECTIONS: 'Ib g IZ III _ - 1. FOUNDATION - TWO REQUIREDIlw !a m 'z FOR POURED CONCRETE - _ - 2. ROUGH - FRAMING & PLUMBING 3. INSULATION - -- - - - _ _ - 4. FINAL - CONSTRUCTION MUST z BE COMPLETE FOR C.O. - - ALL CONSTRUCTION SHALL MEET THE lo l N ap'I m' I - ❑ - - - -- REQUIREMENTS OF THE RESPONSIBLE NEW �I� - - ❑ © YORK STATE. NOT RESPONSIBLE FOR 'N DESIGN OR CONSTRUCTION ERRORS. z, UJ1 WN CODES �'E] El� ElEl: Z s iLU IZ, COMPLY WITH ALL CODES OF s� o g o NEW YORK STATE &TND TIONS OF 0' 0) Z 0; AS REQU R D AND CO �,,'�nTm3A 7j!!< =) 1 2 SOUIHOL0T0HNRNNMNG90� Q11FUJI -11Im rn �OI,pTOWNTPUSTEES fir, „ U) N.YS.DEC o FLOOD ZONE COMPLY WITH CHAP ER'46' a^o FLOOD DAMAGE PREVENTION FRONT ELEVATION w U) SOUTHOLD TOWN CODE. Z 9 SCALE: 1 /4" = I '-O'I 0 � m OCCUPANCY OR USE IS UNLAWFUL 0 > o WITHOUT CERTIFICATE Z OF OCCUPANCY a M t0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. EXISTING ROOF UNCHANGED\ UNDERWRITERS CERTIFICATE REQUIRED 5/a"X G° TUX" R- 15 INSULATION CERTIFICATION OF DECK MATERIAL 2"X G" LEDGER BOLTED HOL)5E EXISTING 2"X a" TYP, EXTERIOR WALLS E%ISTING 2"X q" Z TO HOUSE FRAME WI STUD WALL TO REMAIN NEW 2' X B" STUD WALL TO REMAINNAILING & CONNECTIONS 1"X G, RIM JOIST /2" C.B. @ 14; 0 C. 6pCFTED IV,/ 3/4" PLYWOOD REQUIRED. w /Z' C.B. Cw I G"O C SUBFLOOR NEW 2"X 8" 0 CGA LEDGER Z GRADE— 2- 2"X 6"CCA GIRDERIGRADE 2"%B" F.J. @ G"O C, R-19 INSULATION EXISTING SILL K TO REMAIN L.� 0 PROVIDEIU5P RT3 EXISTING 2"X B" F J EXISTING GARAGE EXISTING FOUNDATION 0 CONNECYOR(PYP) @ G" O.C. TO REMAIN WALL TO REMAIN D@ Re TH LL SLAB TO REMAIN 10" 50NOTUBE TO 8F FOUNDATION LOCATION Z 2'-0"x 2'-O"X I'7 -G6 UNEXCAVATED _ �EB. a CONCRETE FOOTING p ( W 0 2 5'-10 I/2" �fiAIN 9T9RM WATER RUNOFF �1MANfi fi®REOTION 45-1 OC FLOOR SECTION oFfi1 € 6WG�4@®� , SECTION - - SCALE: 1 /4" — 1 _0" SE pF NFpY EXISTING DECK b1F 6poE TV�F� a 3P `l ♦ � L 0 N • 2 p22WI AV/ w ' - ��fFES1pMF-y�/ Lf [A � � 0 .__ 44101 —_._-�_ T ,___,_ ff00-rjJNG LA XOUT _-_.__. .6'_4 1/2"__ _ _F__. .._. .8'�f l/2^ _. .. _-6!4 1/2'- _8'4 1/2'. ___ .— 1'-G'- SCA QE 1/4" _ P-& NE OF DECK ABOVE, X G"RIM J015T - 1 10"50N%UBE TO - AL U T_ V2-2'X 0 CCA GIRDER 2- X 2'-O'X, I'-0'd, CONCRETE FOOTING 01 1 N � LU _ —.._—-------9'-I I /2"---_—T.---:I'—_3` s____`___ ._,--,T._ III}— F i t -_-.-_-._ .EXISTING PECK TOREMAIN W�1 . OR 'r 5"OWER NEAR M EX15TING 151= P t'EZ 2 X t0'' TO REMAIN .� - - FSTING DEC - - - TO REMAIN_ J 1 . . _ GOF E NG BRIlAIC �G .'i 'Z pOTI?.SIDE57�7 I$`fING 5@p,R00M �, EXf5TING-KITCIIEN EXISTING pININGR00M _ - _ TO REMAIN ' TO REMAIN - TORCM7UN- --_ 1 - pj� - p�y� ♦,1 ` 'N S�JF NEWMrA+ lvi IT N O' � R _ assn I C Io iYx�O �i 6661111 1'' d 4 f1n � l FT ., RCINAINMI(j `. i"_ . ,1� ''1!45T,INSr44YlMGi€04?M To SITTING Rg.QM " BAT 'TO RXMAIN 5T1N `I' - k 40 i jr � I '%A M: I/ "' sad Iq• �fcas owr Yt J t S L GENERAL CONSTRUCTION NOTES 1.T ink tion.on this of construction docu Ina ts to rousts pasta - 4:All,iNAlls,2x4 antllbdl,lobe*A grade of IieMff 19"II All other framing m The rtna h self s me design , `aterial >ret�i rip Th aro dad as gconstrudtion Dict,;nMa•spWllluoa tb'bawt d±Y ' 11294 i,Fi '- - "' uA. . .-" '•-�_-.' - - Intent and framing details. - d¢,FaOr orbe6er. sap liuon NIN'b' b w'b.So'F 'NE coNsR�uarlo ri xA ^- ' I state building codes- The hood'buildingpmclee_and oWnplince;Wph OUh*M Neal York - _ _ " N-T D 6 RIAT_ - _ T ,_ �_ - - for generally 'UA ITY . NaNALs PA 3 : tie n1m ar is responalblglor prvildGly,alantlatd' 2:All Wbod'iraming in'contadvfth concmteor masonry to be Pressure ft0d. construction etails and procedures to ensure a professionally Anishad;alhcturally Roe# PRA a,PNa "- - _ halal ao sound,and Weatherproof completed product. 3.Provide double floor joists under all waits parallel to floorjoistspsn direction unksr €- RA PYeR {E'TOv PLAT , TOE NAA -- 1P p AIL 1 "0 PEA --ii FTE otherwise Specified. CEIIiIII JO isT TO TOP 1+LA TE TOE NAILED ! e' WALL 3 tltl PE to IST - - "- 2.General Contractor to wordli to All subcbntrectore,scheduling of work,and , _ .� - .. - ?oT-'p` ,tet yL,._._ P E _. ..__, ._.t-, 4.Providex-brads of solid blocking at amaximum bfft'+(1"oklar alt'OM"OicnO CEIL17f.q .IW l6`T TO PhRfJLLE4 RrAPTER FAaE NAILE)) E�"7;A"at`E T _ E"'T,'CH Lk II Interaction between trades. 9 9 'T -OEI(,!NA JOIaT LAPS OVER PAA TITIb NR'FA,CE NA IL¢D �EE p{L'b�E .r�T"_ _ EALS`n L,�_9_` _ _ - IUmbeTflOQrjOlsts. :9 LLAit TIE TO RAFTER - AAOE NA fiT) 9E6 TAa LE P � PER TIY. - 7 3 T general contractor is responsible,for ensuring that all work and ConsWction 5 Floor ','tan n u oL FI sty eLOCON TO RAFTS _,rod a`AaE s'sa EA dal do -- meals ora n regulations, o . Glue 9 8 plywood nl sd.mffedal b be_ A: ti o Ah q its R_AT r€h ".- E r+o iJ A i�s o ._ --'-" - ._ _. _ . w z len_ a�d4f %coeds current considered as pan of the specifications for this budding applied over supfia r 0 u and screw OYWocd dedd�tQFRA etc.The codes are to be Mi theytaroTn Ica encs wlth>he P and op construction: / ue and move s d j - w AL L r N o ., - _ Should be adhemll0 foe PLAT 19 TOC PLATE:` FACE NAILED _ 2q P-,€k""F-66T IS, entli 6.All win Ow and dgorboade to be mlhlmilliL(42x10 tndeas,ditmeiq epadW. TO PLAT' e, AT IN T'LRS:EQTIO tie FAC II(AItEU ,M1_; Iliad .Io INT -EACH SI9E I/A TOa'rUD FA b't,NAILEo 7 k d Pr g g to be(2)2x10 unless alflerwdee specified. - - - _ _ .. f . z1 07E FPTR TO HEA DEI ' _^ IrACE NA1rE0 '" fa�_ `1s _ _ _ _ _ "�"' .LI H 5 The designer not bean en kr conehudlons supervision and aasurss no 7. ProvMs mil solid OP-pk BOTTON PLATE Y, Ir END NAILE O' 2164 PER ZJ S UP -- wl . 4. Dimensions shall take precedent over scale drawings(tits not scans drawings). All fMenorhesdaiit g gaged up blocking antler all hearing walls. - " - _ _ _ - a 1 e S PER,s txe s,ru D - - ; responsibility kr construction coord(nng with then plane,nor Responsibility not W - - _ .. _ _T, .., ,4 ad _. a,TuQ 4 . . .._ _.-. �l construction means, Methods,techniques,sequences,or procedures,or for safety 8.All"beams to have adequate bean at eectrend or as specified. - 'a 7D Ia T - -- Or -J a 'r a ANpJR1 1i E-N TO IS-T r ,NDJp'IaT, Et(p JO 18 T911 81r�OC KING FACE IIAIL�Ec 'I 10E, PER FOOT - a0 q �I C] f4 p and Programa,In,gonnectlOn with the wgrk. There aro nowamMys kr a � .. � � ap _ _ . _ _ specific use exprossed or lPlPlied In the use M theme lens. lib hays' IA1ld hangers. 'Jo) i'b A"140.1 TQ P PLATE O R O Ia D E R' TOE t1 Ilp p_` p 9.All flush boom andAtu Intersections 9 Web - aLb C KIND Tb''`i'lE r' TdE NAILEpEACH p Type TYPIpai, wra6sandrgol lib be aheahfert,wlgt Y,,'exlsdWrgnde - x a d " ._. E n C H 6. Refer to floor lens,exterior ebvadons, end window schedule for a and ekes dl 10. ,extsnpr ii_Tii5q M a TS JD u r ,_ _ ._ ro€'NA rpE o _ Windom. All wlndavls to be Andaman high erTpnrlelhce Dual or ed Iaol. 71116*O"; I od, Pl�vrppd.br ' -- - -s i'd� E_n c H E N D l !I g 1yVAr Ape Ver all,piates and . LO�klgo TdfTt IL Ol T�P PLATE _ T_1T �JA IIfi➢._ a Iia EACHeN' -- -- 9 P quality PPrpv eq .pywb group 1,APA relied. P M.fM' nD hoodemL'E"o cea ¢Yi jP ro eEICa FACE IiA ItEo „a 1st` ._.. -`EncH jorsr__ - .. 7. Door and window holders k align unless otherwise noted. - Jo �dx LE tJaEIFIIS - M �rde„iiAnoD_ ., say- -PffR'JOM _ - Z g - talo JOIeT-iro�Jo lar tents xA7ie`o "- sled '_P`ARToIa r' - - 11.Provide lnsulatlbn baffles tit save vents bOlWOM mflero. , - eANO JO l' -RO SILL oR T'OP aLA rE _ roe NAu �- ,_ _ x tea PEa con truction meets or exceeds all manufacturers specifications ands icable codes, sins s 0'o P oa T x IK a _ .__.. -_.,_:,. _ __� ._- _-,. ___ _-- _ ,.._ .. .- - a General contractor Is k ensure that masonry and prefabricated fireplace - - - e Rp OhlmnbyD, pl'OjeCllp[16,be p111B68tsm,as lQIIi ll by asap tl!(MaPQroveo na6110C60n a•' STR UCNR L. P'ANELa - ��g( TER EOCE ZONE 1a' OIC --a"AT RANEL J g pantry, - Data AND 'AT INTERMEDIATE SUPPORTS IN THE _- _ _Ed _ ., _PANEL FJELa 9 General contractor to consul and coordinate with the owner and the ata kr all RmCtices. (�' i e ore I r.T p n NE 4 buil'in items such as bookcases,shelving. an closets,at . sit ATI TSN p 6o Ars auR#o,kre ,INT E,vAN6 EFEyp 13.General contractor to provide adequodeattia venladon and roof vents. FOR HOOF SHEATHING WITHIN 4 D' OF THE ERIME.TEW E DOE OF HE RO f,'INO LV DI O 1'-P•,0 ,EAC amE F T E R O K, H tP . 'a) I 10.Provide EDGE bedroom,verify with local codesmoke s requirements as per Section R317, New Yolk State 14. Provide appr6prista soffit velf6lation at cvedled , Frs,with battery backup,an allficamand mooch EI4mETi p_J�TN[NO ZONE,ATTACH MENT,TpVIREMENTS SHALL BE UaEO -, _ ^- tie, Residential CbnaWctlop Code. Install cancan morwxMe dalectom as per code. GENAL PLUMBING NOTES o v P s u'�Fr -wA}L e o A R p- _ -_„_,__ .__,__,.__ _, sit ,gd iE x a _,_i_ o q€ Y 10°_F IE Lb GENERAL FOUNDATION NOTES I.Plumbing g su p _w�� NexrNrao - ba0 henng"11790awwwwtlticabl�Code and TRUCTU 1tA1'DA ------ ._ ._ -_ -,-T- ?P" T atl, I' E00 a 1a OYL. tl' AT PANEL AUG E9 AND 12- 1 NnbaCterip plias OnaIblB:feral ._ - _ __- ._.__ _ __ _ _ _ _ _ -_,_ _ AT 1 TN a R �MTE SUPPORTS r THE PANEL FIELD heights of finished lidsreview suovelanscAelev Ovations,and details kdetermine lMehdetl 2lwAll teles Or - atl INFEgA 1�X SO NE 1� 0(c - a AT'9AN LEDTr'E 5 A"FI O'112- equipment hemen _ _ lisp? 9 pr( ) typ g of memo plate are out dung the lnsgllegon of plumbing fiaarras Or F_I6 ER apARri PANE L9_ ' ___ __ . ._ .. as__ _ 3rE dGE%fa'P!E-r.DaU --- -`__ _ ._,_ _ _ _ aefe reu rovidebraCitgtetieframingbsWradher.. . - ,_ _.,76/ 7 " sE 3 EDgFf-/ a FIELp . PAOFr6 HTNEPANELFIELp - .._ ._ _ 1 -,.- 2.All footings to rest On undisturbed Sol. - GYPSITN LLB OAR D. __,_ -_ - __. ., ad PLO*LER& . GENERAL�HVAG, STEM NOTES - 'atl'"'" Z a - 1a OJC a AT PANEL BDos's Xriff"iY* concrete Orxans Bt) lOCOUMerilb between allralh0ffid labs and abuttingHARpapAPD -- _- _ _ __ - „----1• __ _ -„_ ------ 3. P 1 masonry g Interior areas. 1. McPhenical subcontractor is responsibie'ki adhering to.alf applicable oodss and safely requirements. .. 4.Concrete on 4"aand or grovel fill minimum,with 8x6- to/10 wire mash reinforoing. O•y Interior slabs k be pieced on 6 mil.stabilized polyethylene vapor bonier. 2.HVAC sybcontraptor to fully coordinate all system 01 Arid mgpimmwft,401 e equipment supplier:, 5.Provide crawl apace ventilation per local code'requirements. 3. HVAC subcontractor to provide final System layout'dmwm9 end submk air general 6. General Contractor k ins1a9 cop-r-tex(or copper)sheet metal termite shields contractor,Owner,and equipment supplier for goal revlew'antl4pproval, " M between all Wood surfaces that are exposed to concrete or masonry Surfaces. Rs ,l A, �^D IT� �.r 7.Dampproof exterior offiundation will a bituminous coating as per code and soil tY YY , W 11 condlions, GEN9RAL'ININa PAdTEGTION CONNECTION NOTES I „ - Adopted agrqStandard for Hurricane ResistantReoldentio Construction;SSTO 10.98 1 --r- ---� and 1995 SBG Hldh Wind Edificn Wooll Frame Construction - GENERAL FLOOR PLAN NOTES Fasteners and tibnneaom kr.Wood Frame QonstnlCdbn TABLE 3 4� I __ - ._ � C1.1001C A CiEC A '1{G-Q�`;Q QIit•GR �I�IiW'' 1, Dimensions shall take precedent over scale drawings(donotacatedrowings). 11 AContinuous load-Sash between footings,foundetions"Is,Opens,studs'and roof 11�sp.0"NI-2aH WINO 2DITioN wool G � �'+yE�J . FRAME CONASTT LOTION MANUAL_ T.Allinoal;a ally to be IgYP mer:reinforcig. ZA, D, R24 rtlpd XsrE3_ TIN INOSP€Eo -` _ ',._{ 4, 01 11 STL1 E - 3OjERAT:E'TOO HEAA1" ming shalf be Rev' -- J -I 2.All mteriorwalla to be covered wnlf'1,' sum board cath metal W " TEFINI - pproved conneetom,anchbro and other hlstenlig;dwideanot included in the { ,5i DECOV - $L .TO'MOV Stan6ard Building Code,Table 1306.1 shelf be fnsteled In accordance with ROOF ROOF N UMB E "' WINE ' SI N TEM - ti 3.garage 96» g return on adjacent layer of 6l8",fin canto gypsum boar) InanNBclUreYp reepmmendatibna. - .HITCH 'SPAN Ift, OF N/LILS 712ICE$ LDU R- -Ab PER MANU - - - LLI raequires2layered 5/8refrero rated gypsbo I and calling. ,Menufactumd',lumtier 3.Mlialpl he,cannectlors,scrafercbols,andnailskUa pos9kelr directly sped mother or 4' z .. __ - Za' -" " __ � 121 . LAO ENT REOUI�tLD.__...__ �P,EG�ICA1 W�(S.I STATE CODE � Z sUbA oltzorrosion In ARDS 4 All bash and toilet area walls and CM9ngs adjacent to Wet areas k hove water - -. galvanized' 2� -- 9 - gOUFy01,0 . .. . DEP CPoTBgA :. „ resistant gypsum board,Orwell 010 set on wonderboard or equal. - _ 2a _ -i , 4.-Whare wtnddwa and doom interrupt wood:eluaturai parasl shoothu g and adding, .,, 32 _ E MOPANT C' S .TIQN R-& gD KC7i 310It USE DIRIEWI EXTERIOR BALC BALCONIES 80 studs. connecter shall beP�ofopPpsfng sraflem.excapt vNrerewgr -- 20 - l .i 3FIPEA CONSTRUCTION W00 RRAME (� 310- 10.2 DESIGN LOAD C. LCULATION$ � UNIT' SE es,headersixt and at least one still at 000 aide of 5:12 12 _ _ 3HEIGHT Is 4 MINIMUM 10 L 1 TRIB UT DLIV LO D IIIsf - --" S O..FT. - TIL . - 4 Ridge stn s shall be allched to soon � z 5 N ' DECKS 40 tial of lP:6 dr 2x4 lumber is loceMd in upper WM ofatdc apace and attach'Watch pair' ' '-- , E 4 DESIGN P SGRIP'RV �DE31GN-1986 HIGH WIND EDITION WFGM Z Q ATTICS WITHOUTSTORAGE 30 of millions. - _ - 22 '- '_7 ""6F I _ EL'EftAENTS SE FLOQR PI,AN$AND S, C'iTQ, - as T 8 91GN D 12 3 „LCULl1 NB ,.( W R OSLEEPINGO (OTHER RTHANSSLEEPING ROOMS 30 7.Floor to contractors hold-downs to be provided every 48,and 76"with or 40 a 12 16 3 7 WINDOW AND SCHEDULE ATTICS WITH T O R A E 40 B,Uplift con shall be provided at each m1IM ktepnnp. r1 t Boor hal very, in'4'of _ - zit _- _ -4 S LOAD PATH SEE SECTpN"A" 2 comers. _- z4 _ _-__ -3 9 NAILING S DULE CRIT FOR A I OF DEAD LOAD - - .- " PLI ARCHITECTURAL GRAPHIC STANDARDS a.Bill Foundation Anchorage: Slllplatrsholl by ahehcred to the kundeflon -- _ _-, . zit -- - - - s 10 EGRESS A L I A IAL A. B.SIII PI anchor bolts having a min. bolt tliameter dit`aY6'°and 3"Pf a"x 1lS"woshen. A - - ---- - - ' - 3e ---- -- ' --,°! 11 PLUM NG R DIAGRA minimum of one anchor bolt shall be provided Wight 8'to 11 hichee-of wort and of _ 7.12.12;12 12 -12 RE•PROTECTION SNOW each plafe.'Anohor bolts shall have a minimum embedment or7 moires In Conroe ul ---" - Is - ' -_'s 3 TRU E, ION DRAWIpK3S .GROUND S N LOA❑ 45 lbs. masonry kyndations. Anchor bolts shall bet oo*within 12 inches of comers mrd at� 2a _ 4 14 ENERGY. CU� TI �NS, spacing not exceeding 4 feet on center. _ _ _._ - 24 -_-- - - 4 - SEIS I - _ _ 20 - DE IGHCATEGORY. . B THEGIFNOTES ARE GEN RA THIS PLAN.TfiNYATIES.pF CONBIOEREO AS " 7 B - .• ay��ta,N eDF NEW`0rf. ' .MJ I' 0 - THESE NOTES ARE GENERAL CONSTRUCITQN NOTES THEY ARE NOT a ro Wf O PEED 12 h r EX SUR C T DRY- g OENERALIGUioELiNES ONLY AND SHOULD BE DISCUSSED WITH YOUR r/ W Q ' rt GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 1� 0372541 , STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION I i FOR WALL OPENING PROTECTION OFI20MNI39ECONOWND GU918 � (MA%IMUM MEAN ROOF HEIGHT.5F9 mu I - ---- MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS 2'OC , cl IO �~ Iv "O'l 1 I '¢ iellz �� A TVII�S t' TILTVo9H 5 1d 20 5 24 50 X DOW TOR MN Iy I i �CNa ATIC 6 FC-f VUPO0M RASED LPCN 8F0%MB - m-$THAVE CP LRC AOE WT m CCEFFTCJENT1,OVVIH "12DnrM5ASICIMND.� ASPM2_ _. E._,._-_ WEMNYSTATEEGESSFECILIFE U6VT5 -- w FICRHAMBLE SPACE LU z TABLE R3D12(2)I+EWYOPK STATE BULCINJ OCC A `--- -__'-L-- -- - GRLLES-SEE— ELD/AIM - -- -- I I z = �VUaLIN11X39VGUWNDOJ1SArDDCCfi6�SlWLI_EEP )IEC1EDv4fMF�B_v[T�EA9LE5sIv�7CDSTf2JCfLRALPAl�75 a �_ r V\11HNk%WCF13-0SPAN FAS1843;BFCRS*MLPID"'SikLBE2l2-# V1 09f V�AT1g'di FASID�S aim < iFCRSPNSLPT�B-0'SHa1BE2IlL'- 9AT11'dG TA6LE301212 ALL _( rwsT � USE 1122,FE13FIFSILLSTCP(ORS10WAM71-EiNX�I AL01CFAJ/2 X3'4'CPL SILL _ STOP. (SILL SICPS 1CIfPIL A 11/4 �Fi�C�-IfM+Dim.IF€1FEtl�bTALLATICNCFASPEC>ALSA4FICIFTINILO®WfMCPCPC3�PLESRI.STC:PWT.) I I, I ALL LNTSNzTNEET'CREXHD WM.MIE'I, MPF _ fECUIREPANYMaLEDURMM-ISTMErCRDC 1.51MTiECESMPW.9S �F82MEDAI+DNxnwN mU2 ODF'rMlWFDJCHCPENWS.BSJF8AATF- ALL40EF7)CR a r^ ,_-_-.- -_.. _ -____-_,__ -,F-MT--__. --__,_-__. --- w d iG1/k l'MbT1�fASi�vIE1996TE51PJ Po3u8J19ASPF34NE�/VYCiCS1A1EiESICl3IItALCG+SfF IICNOCCE w SHUTTER ASSEMBLYi� KN 103EL Rl%P.14 FCRALlEFt ATNE CPENW PFL7tECTICN N.T.S. __ _ - _ FOR PANEL SPANS:O<W-0' WIDE SPAN - -,_.__ .1 __ _ - _. _._-1. - - -._ .L------- TABLE _ ___TABLE 1609.1.4 23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') 1� USE AC GRADE Wl2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. V LABEL ACCORDING TO LOCATION. - ro ASSEMBLY; ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w1#6x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER - ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10X 1 Y2"(WI WASHERS)MACHINE BOLT @ 12"O.C. - WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED + 1 UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. - SHUTTER ASSEMBLY W N.T.S. FOR PANEL SPANS:W-0"OR WIDER SPAN W SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. U NOTE ADDITIONS. V' Z 2X4 STRONG-BACKS @ 24"OC IrO O ASSEMBLY. 1).PREASSEMBLE PLYWOOD TO 2X4'S:#10X3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL LL WOOD SCREW @ 12"O.G. O Q ALTERNATIVE FOR OPENING PROTECTION /�\\ w WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/18"AND MAXIMUM PANEL SPAN OF e'-0" W/ O SHALLBE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO SECTION 18091 A AND 1809 8,5 AND TABLE 1809 LII TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES PANEL SPAN<2' 2'-0'•< PANEL 4'-0"< PANEL e'-0"< PANEL FASTENER TYPE 0" SPAN <P-O" SPAN <8'-0' SPAN aB'-0' �����I- . ^ DI�,A�.� ^ w tF•GP N(W Ih,4(A.=J (V�J'6,j`/(_l1 ytq INCE `Of 21(2" M8 WOOD SCREWS 1e 16 12 ° NOT APPLICABLE 2112" k8 WOOD SCREWS 16 18 18 1 12 1 W � A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED IS SECOND GUST)OF 190 MPH AND MEAN ROOF ` O #72§4.1 Z4 HEIGHTOFS LESS - B FASTENERS SHALL BE ATTACHED TO OPPOSING ENDS O THE WOOD STRUCTURAL PANEL 1 C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE p ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS.' U I RIDGE - RAFTER USP RS250 AT 21" -- to . z z I� i A ,RAFTER/RIDGE/RAFTERwRHcr KING STUDS ---- RAFTER - 0 Ie I 6x91 W Ili RIDGE USP RT760R(2)RT7 - - ---- - - - -- y' IN iW RAFTER --- - - - ED STUD — - n II,,{LI Z RAFTER __ . .... -t) TOP _ _ -. TOP PLATE ____., -� __ _ USP HEADER J O J (q Oj USP RS OR AT 21 --- USP RT20E- - - CJ -i USP RS250 AT 18 USP RS250 AT 12" CONNECTION USP PRODUCT NUMBER IW- I QI co USP LS OR TMU IES -- WALL STUD -------- EJ WALL STUD - -- --- i JACK STUDS - - ---- -) A RAFTER/RIDGE/RAFTER WITH CT' RS250 21" Q L'Imp RAFTEWRIDG IRAFTER WITHOUT CT RS25021"+LSSHIT9 B RAF-IER/PU1TE/STUD RT20 � � - RAFTER/PLATE RT16 or 2)RT7 _- PLATE/STUD RS260 16" Al iRAFTER/RIDGE/RAFTERw/OCT B RAFTER/PLATE/STUD B ' RAFTER/PLATE- PLATE/STUD C HEADER/STUD RT3 - C_ ,HEADER/STUD HEADER/JACK HEADER/JACK STUD RS260 12" 0 FLOOR TO FLOOR KLFTA or R5250 36" O L' E STUD/PLATE/SILL RS250 36" O• O STUD/PLATE RS250 16" z PLATE/SLLL MPBF W W F ANCHOR BOLTS STB16 G POSTANCHOR FOR DECKS PAU SERIES U POST ANCHOR FOR COVERED PORCHES CBE SERIES Qp I i QZ � I• iNi OR 2XA-IS'O/C COLLAR 11ES MIN. O Z Q � POST— O USP CBE -- P.C.FOOTING- -- 2ND-FLOOR WALL STUD- -- 0 2ND.FLOOR WALL STUD-- 1ST.FLOOR WALL STUD--- 0 1ST.FLOOR WALL STUD---- ! � W z 2ND.FLOOR PLATE--- 2ND.FLOOR PLATE - - - - f --G_- I POST ANCHOR_ FOR COVERED PORCHES - w SUBFLOOR - - _ --- SUBFLOOR-- - -- 1ST.FLOORPLATE-_ 1ST.FLOOR PLATE---- i --