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31326-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31495 THIS CERTIFIES that the building NEW DWELLING Date: 03/23/06 Location of Property: 2827 COX NECK RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 8 Lot 7.7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 19, 2005 pursuant to which Building Permit No. 31326-Z dated AUGUST 1, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED PORCH AND REAR DECKS AS APPLIED FOR. The certificate is issued to COYOTE PROPERTIES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0101 ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 03/09/06 05-10115 03/09/06 03/16/07 CHARLES SANDERS (Authorized Signature Form No. 6 _ - TOWN OF SOUTHOLD r. BUILDING DEPARTMENT TOWN HALL MAR2� 765-1802 - APPLICATION FOR CERTIFICATE OF 0 CUPANCY 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%0 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 a 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. Photocopy of Certificate of Occupancy - $ 0.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 3 / 6 . D <. New Construction: Old or Pre-existing Building: (check one) Location of Property: Q Cd , tV 2c G_ Q_o'o OYAG i ltd` House No. ' 1 Street Hamlet Owner or Owners of Property: _M (it z A [TttMP_ s t L C Suffolk County Tax Map No 1000, Section 3 Block C� Lot -2.2 Subdivision Filed Map. t Lot: Permit No. 3 I a (Z_ Date of Permit. j9, -Z0_5-- Applicant: I v, Cn z ; 14o/nes Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate. Fee Submitted: $ las-, 0 G 8,Ar.' Yklg3 co -317 L5 Final Certificate: t/ (check one) Applicant Si e y Electrical Inspectors, Inc. Certificate Number: 05-10115 308 East Meadow Avenue .. Municipality: Southold, Town Of East Meadow, NY 11554 Inspector: 124 Office: (516) 794-0400 (631)396.7474 Fax: (516) Website: www:electricalinspeetors.com 794.5854 Issue Date: 3/9/2006 F-mail: inuo@cImtricalinspectins.com Mail To: Puecio Electric Carp. Property Address: Mark Puccio Manzi Horses 63C Clinton. Street. 2827 Cox Neck Ro Center Moriches, :NY1 1934 Mattituck, NY 1 52 License#: 4806E ELECTRIC L PFRUVAL RTIFICATE Permit#: 31326. Application#: Section: 1000 -81ock ' 113 Lot: 807.7 AREAS LIS'I"ED BELOW ARE APPR INSPECTION AND FOUND TO BE IN COMPLIANCE WI TK}IdAL ELECTRIC CODE No visual heroin below .defetts only.: weretound for the. eteetriCal,inspection pr , ed, No obv unsatisfactory conditions were found in the areas Residential lnspgclfmr/New House Full Basement. StorageRoam Firs[ Floor $arhro3ro,;Dlnfng Room, family � m, er Na ,Kitchen, Laundry Room, Living Roam: Mash Bathroom, Master Bedraom, Qfti, SkrkRooM 1 Walk'/n..G7o - .. 3 Car Apached Second Ciprage Floor: 2 " . Bathrn i ns 4 Redroom 1 82- Duplex Receptacles. S-GFIRecep c s. l- JOAm le Receptacle, 4- Single Receptacles, 1- 20 Amp Appliance Receptacle; 8- Smoke Detmors, 2,CA AlarmsF st or And Floor, I- GFI Dead Front, 6A Switches, I- Transformer, l-4UAmp Oven„/,40A)bp.lianle;j Aishw R 4-(feces tares, l7 Incandescent' Fixtures,21-Wall Sronces, I- PaddleFan. Outlet, 4-Exhaust Fmw,1=21u4m co et, - 20Amp AICBlewaes,.1- heat Fractional Motors. . 320Amp.SutglePttase New�iJnd- OUP rote 9/1 Mauer. 150Amp Single Please Main Pawl/30Chrs779 Used, 150dmp Single Phase Main Pam-1/30G`i 127 Us i ' Rough 121151Q3. •, `Final 03%08108 ” Not valid unless signed by anau.M Ell WA1, aed Agent Richard M. Bivonc Philip Ft Goehring _ ! President .. Chief Electrical Inspector ELEC7RICAI. INSITC DRS, INC. h, not rosponsihlc low the existing condition, at the ,object premise, 2, KI.EC FRICAL INSPECTORS, IVC. knot respundhinfur couectiow upgrading orreplacemeot ofczisling, ciccit w'd :'iol:nion, at the w1 ject liming,_ An} corrrotive work shall he aof0ly the ic,ponsib9lm of the property u%wr PILI ICAMICAI, INSPECTORS, INC. DOES NOT WARRANTY OR UNDFRWRITE TIF E Ii1.P:C"CI{ICAI. CONDITIONS AT TIIP; PRFVIISES. 3. ELECTRICAL INSPECTORS, ORS, INC. only recucnam the WtiOnal F_Icctuc Code. the Building Codes of \cry York TOM! solumcs and Load Municipal Code, as Authorized by the Depammuntof Stats Codas Dklc ion. %i,t % flags. T mil nr City Boald Resolwion. I AN ELECTRICAL SURVEY conyon k a Visual rsarivira on of the prcnises ON] 1 . Slecu is al Inspectors Inc. will romplq vN ah the rcquuemcnts o1 NITA 73 latest edition Chapter I, Section I -l. 1-2. 11 vtokaion, exist_ a "mwo A Violation (NOV) eiII he issued reouirinp con-cetioil by a Iieemcd clecIIicaI conn:utor_ Aller die violation has hcen o nested, a m -Inspection Will he conducted and it approved a certihaue shall be issued. 5. A SURVEY CERTIETCATE does not examine the actual wnma or device, unless all walls arc opened and u irs and dcyrcrs arc exposed prior kr the ,urvcy being a>ndurted. 6. A CERTIFICATE' i, non itandcrahe A AN ELECTRICAL INSPIs'CITION consists of an c_mirrid um of wiring mW insullm" s during the rough staecs of eoaatrucuon..Afler completion pf the construction a final inspection will he conducted at which time a ceot;li<ate will he NNW provided no MGM exist. In the event no inspection is requested during the rough stages of c ,annavction ELLC"TRIC U. INSPECTORS. INC. will perform a CLOSED WAIL SURVEY that con;id, of a visual inspection of the wiring and installations only. Since access is Imlited. ELEC7RICAI, INSPECTORS, INC. shall bear no responsibility for any defect, or violations at the pmntiscs. 8. ELECTRICAL INSPECTORS, INC. shall not be responsible to remoee any walls in order to conduct an electrical inspection. % EIISCTRICAI. INSPECTORS, INC. will ord5 release information, certificates and reports to file applicant .1101 payment tbt cmccs ices rcndenad hate been paid in full. ICT. ELECTRICAL INSPECTORS. INC..,ssumes no liandhy km the results of its inspections 11. "fhe aLrccttaent ma} not he changed orally. A BUILDER'S JOB NO. PROPERTY ZONED: TOTAL PLOT AREA: 78,658 t S.F. ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. FIRST FLOOR AREA: 2,348 i S.F. SECOND FLOOR AREA: 1,278 :E S.F. LIVING AREA ABOVE GARAGE: 488 t S.F. GARAGE AREA: S.F. / REAR DECK AREA:A: 399 4 t S.F. COVERED PORCH AREA: 569 t S.F. FULL BASEMENT TITLE NO. DATE ITEM D/24/05 UNDER CONSTRUCTION 1/13/06 FINAL SURVEY I I; I I I I I i 1 I I I I 1 MEDAY AVENUE j SUFI ;LK COJN7- L , it APPROIIAI.0 'S- ■ MONUMENT ! I i `a `f c/O/ • STAKE 1 c� T THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. I'15r, .; STATE I'1N 1 r THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK ! y, .{ 7„'; -.(clL ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ! j' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SOY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL THIS STATE, OR OF ANY CITY. COUNTY, TOWN OR TALLAGE THEREIN, CHARGED 'MTH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS S LL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PER FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE IDLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HE EON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 0 0 ”" SUFFOLK COUNTY TAX MAP DIST:1000 SECT: 113 13LK: 8 LOT: 7.7 MAP OF DESCRIBED PROPERTY LOCATION: MATTITUCK TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SURVEYED: MAY 5, 2005 CERTIFIED TO: THOMAS J. REITH AND ARLENE V. REITH LAND BARON ABSTRACT COMPANY INC. SCALE:1 "=50' FILE NO: 05-299 BURTON BEHRENDT SMITH PC ENGINEERS ARCHITECTS SURVEYORS 244 EAST MAIN ST. PATCHOGUE, N.Y. 11772 (631) 475-0349 FAX 475-0361 C.OFNE - ��- `-OG Town Hall, 53095 Main Road N 2 Fax (516) 765-1823 P. O. Boz 1179 .Y� .� Telephone (516) 765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE Z / Building Permit No. Owner: Y—C4'-�Z.1 1+y1 -)P1 In C - (please print) Plumber: CAcxrlej SpndecS (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. FREDERICK J. NAPOL ITANO Note P 6110, State of New York No.01NA6089519 Qu ted in Suffolk County 00 Commission Expires March 24, r e44 lumbers Signature) Sworn to to before me this ` - 14 day of n dc�p:4 Notary Public, S".4 -0(k- County 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. 31326 Z Date AUGUST 1, 2005 Permission is hereby granted to: COYOTE PROPERTY (MANZI) THREE SCHOOL ST STE 207 GLEN COVE,NY 11542 for DEMOLITION & CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE, COVERED PORCH & REAR DECKS AS APPLIED FOR at premises located at 2827 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0008 Lot No. 007.007 pursuant to application dated JULY 19, 2005 and approved by the Building Inspector to expire on FEBRUARY 1, 2007. Fee $ 2,436.65 Authorized Signature ORIGINAL Rev. 5/8/02 MAR.14.2006 8:51RMM TELEPHONICS 03/13/2006 13:17 b311440bJ[ Town. of Southold Building Deoartment Town Hall Southold, New York, 11971 Re: =7 Cot neat Road mattit ek, NX Permit # 31326Z To whom it may concern: MANZIHO E5INC March 139 2006 N0.859 PAP.2 03 My name is Thomas Reith, I am the filtare homeowner of the house at 2827 Cox neck in Mattituck. I am writing to you to state that I will be doing the walkway at the said location. I will make sure that all ground level risers are equal to the rest of the steps. Thank you for your attention on this matter Thank you, Thomas Reith 313IX6 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL z�rw [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4�QL4--� Z;�i cjr DATE 7-2-1-06 INSPECTOR r 3/32-zre7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST[ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/ STRAPPING[ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE f'-- �L- -- 0 -5 - INSPECTOR ' :� 3 f � 2,-�7- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FQt7N TION 2ND [ [ ✓J/F MING / STRAPPING [ [ FIREPLACFs, & CHIMNEY [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION WIN DATE _ ��? INSPECTOR 3 1 3 a -b 7 - TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2ND [ [�A FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ REMARKS: CA� , ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE l - �I o� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION /[ \] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! DATE (0 ^ o� INSPECTOR 313 -�z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [x FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR FIELD flYSPECTION REPORT DATE COMMENTS V3 ro FOUNDATION (IST)-- - � y -------------------------------- FOUNDATION (2ND) ROUGH FRAMING & PLUMBING -_ /�� /u/-r' (� y l INSULATION PER N. Y. h� STATE ENERGY CODE - - --- -- -- FINAL ADDITIONAL COMMENTS IOa - — — — - - - --- cp M + ro °z a � � y d y TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERSTREET Z 2 VILLAGE DIST. SUB. LOT E� ACR. 1. 80fr REMARKS -� TYPE OF BLD. ` 4A V: n Yvrru PROP. CLASS f t LAND IMP. TOTAL DATE C� � � A K i — � • �7f�j�Gi�(dl [1`IR3� �R t`Y�i�KItNI IY�39��„^ l'4fG a D3-�le1o1 7o�-Ffunki,nT,uSft_7rr><ar-��� 4/oy- I- I a-Lrlta1)w-b &p4e J'a -` g!sXa FRONTAGE ON WATER 7 TILLABLE 37 FRONTAGE ON ROAD, WOODLAND DEPTH MEADOWLAND - - --_— BULKHEAD HOUSE/LOT 1(00 '� �' TOTAL OU1LVING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 TT Lxanuncd / �/. , 20_Q,Z� Approved ggd J,20 Disapproved a/c AAA IG PERMIT NO. 3 / 3d4 e - _ __-...- 11 ♦ -,�, . i 1V0 l,l lG\.1\.LIJ Do you have or Decd the hollowing, bclorc applyio)} Doarl of Health d sets of Building Pluo:;__-- -- Survey--- Check_--- Septic Porro.._..____._ N.Y.S.D.E.C. Trustees Contact: N1*4tv:A i_G� ell2__ _ fhoDc: 74y, -! © 3i t� .. —III Budding Inspector 1 920 �! LII'LI CATION FOR BUILDING PERMIT s:- I INSTRUCTIONS it. This application MUST be completely filled it by typewriter or in ink and submitted to the Building luspcctor with sets of plans, accurate plot plan to scale. Fec according to schedule. b. Plot phut showing location of lot and of buildings on prcuuses, relationship to adjoining prcmiscs ur public sUcct:; or areas, and waterways, c. The work covered by this application may not be conunenccd before issuance of Building Pei mit.. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a put mit shall be kept on the premises available for inspection throughout the work. c. No building shall be occupied or used in whole or in part for any purpose what -so -ever until a Ccrtiticatc of Occupant is issued by the Building Inspector. APPLICATION IS 1IEIT-BY MADE to the Building Department for the issuance o> kBuilding Permit pursuant to (tic 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, buildmg code, housing code, and regulations, anti to atunii authorized inspectors on pi cmiscs and in building for neecssaq inspections. ignature ofApplicant or name, if a corporation) (Mailing address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate Builders License N Plwrrbcrs License No. J y a - 1�k Electricians License No. S(:�>C7 6 — F Other Trade's License N f land on which proposed work will be done: M� House Number Street Hatnlct County Tax Map No. 1000 Section 11 3 Block P Lot_ Subdivision Filed Map No. Lot (Natnc) tate existing use and occupancy of premises and intended use and occupancy of a. Existing use and occupancy. V ck c c6nT % b. Intended use and construction: Nature of work (check which applicable): New Building _Addition_ AlLerauon_ :cpair Removal Demolition Othcr Work (Description) Estimated Cost C) , C00, Fee (to be paid on filing this application) If dwelling, number of dwelling 3s__J_Numbcr of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of usc. Dimci.sions of existing structures, if any: Front " _ Rear _ Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear Dimensions of entire new construction: Front TY' r Rear `7 N Depth / `/'� Height QS- , S" Number of Stories C9 - Si ze LSize of lot: Front /UQ t Rear i`i of 9 Depth `/ 1. Date of Purchase Name of Former Owner . Zone or use district in which premises are situated :. Does proposed construction violate any zoning law, ordinance or regulation: f. Will lot be rc-graded¢ Will excess fill be removed from premisbs: YES NO !. Names of Owner of premises mc- Address ? o t3oh Tod Phone No. '71 Y -1032 Nane of Architect �� -I 3 x�1e� Address`P:c 3 n y 639 _Phone No eod l - F -e Name of Contractor 1-�n mesAddress-P-c3 t3oj- ' ioQ, Phonc No. 7t/ `/- ZO 29 �. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: 'OLIN TY OF_� (Name of individual signing contract) above named, \3 ;)Heistile \C2 (Contractor, Agent, Coil being duly sworn, deposes and says that (s)he is the applicant Officer, f said owner or owners, and is duly authorized to perfonn or have performed the said work and to make and file this application; iat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be crformed in the manner set forth in the application filed therewith. wom to before me this iii day of .-I 20 O No ry Public FREDERICK J. NAPOLITANO Notey Public, State of New York No. 01 NA6089619 Qualified in Suffolk County Commission Expires March 24, Signature of Applicant Town Of Southold P.O Box 1179 Southold, NY 11.971 ***RECEIPT*** Date: 07/14/05 Receipt#: 23567 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3490 $10.00 Check#: 23567 Total Paid: $10.00 Name: Manzi, Homes Inc P O Box 702 Rocky Point, NY 11778 (clerk ID: FRAN Internal ID: 3490 T- --fI /f V -r T-) rY T - ?'-V T7 Applimt/ Owl-lers Naliw'. q 1k. Submitted:�- SCTM fi: l7istrict: Q00 Seek Block: TO Lot: Subdivision Name: Siqk 8-, separate - Required (YoMo) P, N. Zotliac District: (Lot size: Aclual: --C"—ft f4opused (Front Pard• P Yard PrOPOS-td: (Rear yard 7S - I'ruposcd L Own 1-0mug bo= approval., TOWLIPIannia.g Board approval: 1. Flood .Pleas Llsva>tioa ?�� Flood Zone: iglu U 1.z.11-7) 9/ - BUILDER'S JOB NO. / PROPERTY ZONED: TOTAL PLOT AREA: 78,658 t S.F. ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. TITLE NO. REV. DATE ITEM NO. 10/24/05 1 UNDER CONS I I A I V I� I O 1 1 Pp CY I I I I I I I Q I uR ML SY. YR la[ 3Y1 M CY a I 1 , � O (RICHT OF WAY) DIRT DRIVE LIR M[ SYC Q' I N77 -16'30'E ' 113.20' N70'52'02"E I �Y I ull IOf 2H 1 � I N � ' A I w I N 1 Py n I I I % h Y I i8 W Z I 1 I k I Y, 14.1.2' 1 9 AA� I :.1 � I £ O n b ) O N HL I � q X O E3 U I I _ I I I I w 1 N I � O I � I H I I � II 1 I I M RAM S7Y53'3B'W NAP I I N f 326. l0T 71 F -1l01 10 LOT N IDT Y lM R LOT N lOT Y MAP OF TOILEWg00 FOLD) JANUARY 25, 1927, FILE N0: 175 ■ QONUMENT • STAKE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WTH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY ME NEW YORK STATE ASSODAPON OF PROFESSIONAL LAND SURVEYORS. LAMNYALTERAnONON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YOM STATE EDUCATION LAW. COPIES OF THIS SURVEY ARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED VATH ME ENFORCEMENT OF LAWS. ORDINANCES OR REGULATIONS SHALL APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSONHE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENT& AGENCY AID LENDNG INSTITUTION USTED HEREON ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST:1000 SECT: 113 BILK: 8 LOT: 7.7 MAP OF DESCIBED PROPERTY LOCATION: MATTITUCK TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK SURVEYED: MAY 5, 2005 CERTIFIED TO: MANZI HOMES SCALE:1 "=50 FILE NO: 05-299 BURTON BEHRENDT SMITH PC ENGINEERS ARCHITECTS SURVEYORS 244 EAST MAIN ST. PATCHOGUE. N.Y. 11772 (631) 475-0349 FAX 475-0361 r*l '`� �,o All c, mm—fir Q. Iq��q� 0O WELD //`/ H4[tSC ANY ALTERATION OR ADDITION TO THIS'SURVEY IS A VIOLATION OF SECTION 7209 ' iQEs/DENCE OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT, BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY I ` THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM hl SEPTIC SYSTEM AND WELL LOCATION BY THE CONTRACTOR I POLE JIO D1 �� — , .l — _��_ Q/R/___ �OSEIt NEfG �✓/RES_ WW I /V 77,16 v t>o BE 3 I gEMo ve © ¢ O a� � o �i s.4iV I SJ�ew. ExP� a -V _ YI — 2 S �Q Y FR - 61 D R 60 S 72 °54 /O udt/ ME Z)W,4 Y W Ia F iY W W � of th � J N tpda.pr U AREA= /. 6,41C. 3210, 7G RES/0 Iv'Gc, - aUtrta' /C ✓/..`TER 9'SO RAD & 9iPOs'11,1 SILTY 5s1ND <SM) PALE BROWN F/ME TO HED/U�/ SAND tiSP) GV47-ZW /N PfILE BRO{ //✓ F/nJE To AM -91Z M 5X,1✓G SPJ o� CBMGE(B) TES T h'O G E h (;BMG19(8)1 SY M47DO1l.4LD �EOSC/ENCS 5J201Q¢ bypept. of Heald SeNkM N I Map of Described Property Situated at Mattituck ,q Vzz-7 Town of Southold, Suffolk County, New York District 1000 Section 113 Block 8 Lot 7.7 SUFFOLK COUNTY DEPARPAENT OF HEALTH SERVICES PERY1 a VCR An?q2 )'J v O^ COS'., RUCTION FOR A G 61N LE I'Ai°: 1'LV i2E.SE71, <NC , 0INLY.1 DATE \ l 0� `Fr NO APPROVED - FOR MAXIMUM _nmROOMS EXPIRES THREE YEARS FROM1DATE OF APPROVAL G O -I �v Gg 911<C%5- n f TI ' '- 0 D ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR 1500 Hortons Lane Southold, New York 11971 (631)209-0676 SURVEYED: June 17, 22004 Z�„/I I/J/;a _ r - Scale: 1" = 40' v Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Sollware Version 3.6 Release 2 Data filename: C:\Butler Engineering Files\Jobs\Manu\2005_Jobs\050056-Reith\energyLrck PROJECT TITLE: Proposed Residence COUNTY: Suiblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.09 DATE: 06/23/05 DATE OF PLANS: 6/22/05 PROJECT DESCRIPTION: Cox Neck Lane Mattituck, New York COMPLIANCE: Passes Maximum UA = 650 Your Home UA = 521 19.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter $Value R -Value -F rtor LA Ceiling 1: Flat Ceiling or Scissor Truss 2348 30.0 0,0 Wall 1: Wood Frame, 16" o.c. 3205 13.0 0,0 Window 1: Vinyl Frame:Double Pane with Low -E 302 Door 1: Solid 63 Wall 2: Wood Frame, 16" o. c. 180 19.0 0.0 Floor 1: All -Wood Joist/Trss:Over Unconditioned Space 2348 30.0 0.0 Boiler 1: Other (Except Gas -Fired Steam), 84 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document plans, specifications, and other calculations submitted with this permit application. TI designed to meet the New York State Energy Conservation Construction Code requi PmEssional has stamped and signed this page, they are attesting that tcthe best ofhis profrssional judgmesp , such plans or specifications are in compliance with this Code. Builder/Desi Date 82 233 0.340 103 0.240 15 ll 77 RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 DATE: 06/23/05 PROJECT TITLE: Proposed Residence Bldg Dept Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: I Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: _ [ ] 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: I Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor. 0.340 For windows without labeled U -factors, describe *Aures: # Panes_ Frame Type Thermal Break? [ ] Yes ( ] No Comments: Doors: [ ] 1. Door 1: Solid, U -factor: 0.240 Comments: Floors: [ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Boiler 1: Other (Except Gas -Fired Steam), 84 AFUE or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. I Materials Identification: Materials and equipment must be installed in accordance with the manufactures installation instructions Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glazing U -factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to Rd. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must berated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means br balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required br each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] Al I heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Apes. Heated Water Non -Circulating Run= Circulative Mains and Runouts 2,011 2" Temperature (F) 170-180 Un to 1" 0.5 ]jai to 1.25" I.0 1.5" to Over 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in Inches by Pipe Sizes Piping System Types Ranee (F) 2" Runouts 1" and Less 1.25" to 2"2.5 , to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) MRR.14.2006 6:51MM TELEPHONICS NO.859 W-1 04 eo /2005--,1�::r7 ,bit 440bsz MMQIHDMESINC 11' MAR 2 1 . MANZI HOMES, INC -- P.0 Sox 702 Rocky Point, NY 11778 631-744-1039 Fax: 631-744-0032 March. 13, 2006 Town of Southold Building Department Town Hall Southold., Ny 11971 Re: 2827 Cox neck road, Mattituck, NY Permitt # 31326Z To whom it may concerm: The master bathroom of 2827 Cox Neck Road has customer shower doors an order, and will be installed upon recei ing. Sin ly Tho Reith Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Butler Engineering Files\Jobs\Manzi\2005_Jobs\050056-Reith\energyl.rck PROJECT TITLE: Proposed Residence COUNTY: Suflolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.09 DATE: 06/23/05 DATE OF PLANS: 6/22/05 PROJECT DESCRIPTION: Cox Neck Lane Mattituck, New York COMPLIANCE: Passes Maximum UA = 650 Your Home UA = 521 19.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor 3JA Ceiling 1: Flat Ceiling or Scissor Truss 2348 30.0 0.0 82 Wall 1: Wood Frame, 16" o.c. 3205 13.0 0.0 233 Window 1: Vinyl Frame:Double Pane with Low -E 302 0.340 103 Door 1: Solid 63 0.240 15 Wall 2: Wood Frame, 16" o.c. 180 19.0 0.0 It Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 2348 30.0 0.0 77 Boiler 1: Other (Except Gas -Fired Steam), 84 AFUEn\ COMPLIANCE STATEMENT: The proposed building represented in this document plans, specifications, and other calculations submitted with this permit application. TI designed to meet the New York S late Energy Conservation Construction Code requi Professional has stamped and signed this page, they are attesting that to the best ofhis profissional judgmeatNuch plans or specifications are in compliance with this Code. Builder/Design _ DataL7 — REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Sotware Version 3.6 Release 2 DATE: 06/23/05 PROJECT TITLE: Proposed Residence Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U -factor: 0.240 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: 1. Boiler 1: Other (Except Gas -Fired Steam), 84 AFUE or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the warm -in -winter side ofall non -vented fratned ceilings, walls, and foots. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions Materials and equipment must be identified so that compliance can be determined. Manu6cturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values, glazing U -factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R - Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and scams on duds operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required far each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non -Circulating Runouts Circulatinir Mains and Runouts Temperature t Fl Un to 1„ Un to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes. Piping System Types Ranae 2" Runouts 1" and Lass 1.25" to 2" 2.5, to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (ibr fed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TABLE R301.4 MINIMUM R;p0F LIVE LOADS IN POUNDS—FORCE MINIMUM UNIFORMLY DISTRIBUTED LOADS IPSO USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 TABLE R301.5 MINIMUM R;p0F LIVE LOADS IN POUNDS—FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION SUBJECT TO DAMAGE FROM TRIBUTARY LOADED STRUCTURE MEMBER AREA IN SQUARE FEET LIVE FOR ANY STRUCTURAL Priam RAFTERS HAVING SLOPES GREATER THAN 3/12 O TO 201 TO OVER ROOF SLOPE 200 600 600 FLAT OR III LESS THAN 4 INCHES PER FOOT 20 16 12 63) ERIOR WALLI IIND LOADS WITH BRITTLE RISE 4 INCHES PER FOOT (1.3) TO LESS THAN 16 INISHE6 12 12 INCHES PER FOOT fbU 14 0120 RISE 12 INCHES PER FOOT00AND GREATER 12 12 12 TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS SUBJECT TO DAMAGE FROM ALLOWABLE STRUCTURE MEMBER FLOOD LIVE DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WALL SHEATHING WITH NO RNI6HRO CEILING ATTAOHED TO RAFTER L/ISO 141MIOR WALLS AND PARTICIAN6 H/160 OR6 AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MWIMR6 L/240 TERIOR WAILS WITH PLASTER OR STUCCO H/360 N1SH ERIOR WALLI IIND LOADS WITH BRITTLE _/240 INISHE6 WALLA I11ND LOADe WITH =QIOR 113 FINISHES 0120 i L, SPAN LENGTH, H• SPAN HEIGHT A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O., TIMES THIN COMPONENT AND CLADDING LOAD& FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. WOOD STEPS Ave RAIL PER CODE 4 DESIGN CRITERIA -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL. SHEETS (ADDENDUM TO DRAWING SE -T), GROUND WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDBRLAYMENt FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ OCCUPANCY HEIGHT FIRE AREA TYPE OF SPEED EXPOSURE FROST LINE SNOW LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION MODERATE SLIGHT TD 11 YES FROM STEP FOOTING,__________________ PERIWITER EDGE ZONE .392 peF GE ZONE . 25.6 pet R-3 75, FIRST FLOOR .4345 SQ.FT.' 45 per 170 B C SEVERE 36" TO Nt, MODERATE FIRM MAPS 40 per 20 per INTERIOR ZONE • 26.6 per INTERIOR ZONE . 16.9 per SECOND FLOOR • 1766 SQ.FT, TYPE V FRONT ELEVATION wg l �i I i 6' P.C. FND. WALL i ON 16 ________________________ FTG __ 1 ----------------------------------- _------------------------------------------- _------------------------- - WOOD FRAMED DHIMNET T• -2 . WITH VINYL SIDING n ---------------------- FLASHING TIYP. _ vENT 7 FT. — _ —— — MIN, IIIIIIIIIIIIIIMM -- - - OPTIONAL- - -_ - — I I II 1 6" P.O. FWD. WALL ON 16, % B" P.C. FTG. RIGHT SIDE ELEVATION i� NO 1 ee I r -ti- -------------1.,_ ------ -- - - - - - - ---e--- TOP OF PLATE OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS ---�—'-- TOP OF GUMFLOOR -- -- TOP OF CEILING 0 a TOP OF eUW1_O TOP OF FmVLMrIFICATION OF NAILING & CONNECTIONS REQUIRED. 9 ALL CONSTRUCTIONSHALL MLS THE REQUIREMENTS OF THE — — — MES OF NEW YORK STATE. TOP OF - PLUMBING ALLPLUMBING WA¢TE & WATER LINE' I=D TESTING BEFORE �LRING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCI SOLDER USED IN WATER -- —TOP of PLATE SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. -TOP OF PLATE AT GARAGE ONDERWRITERS CERTIFICATE REWIRED F DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFFOUNDATION jj& APPRO EN D. -- -- TOP OF SUBFLOOR OCCUPANCY OR -- -- TOP OF CEILING USE IS UNI >a IVF! !_ WITHOU'rFr,l .Irn r_ OF OCCUR Y11�V ." APPROVED AS NOTED `-- DATE: B.P. # 3t3,)4 FEE: -.2`F34-0_ BY:&As,p-L NOTIFY BUILDING DEPARTMENT AT 765.1802 SAM TO 4PM FOR THE FOLLOWING INSPECTIONS: -- -- TOP OF SUSPLOOR 1. FOUNDATION - TWO REQUIRED -- -- TOP OF FOUNDATION FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET n o REQUIREMENTS OF THE CODES OF NE 5O YORK STATE. NOT RESPONSIBLE FC DESIGN OR CONSTRUCTION ERROR RETAIN $TO M—W N I dr PURS 'L E. 5-1L — - - — TOP OF FOOTING OF TH WPl'80D MMP �[ ((y�/am� o e'wvA/� COMPLY wIr'h'CHAPTER'46" dFLOLi SOD0LD N OTH OTOE PREVENTION CODE. I uj Q— !LLu 1L Lu m N rl^i V X xz2,- To d Ul g� 050 crh WAGE: 1af� � ---------------------------- STEP FOOTING,__________________ 30 DEG MAX. j� 1_'____________________________ FRONT ELEVATION wg l �i I i 6' P.C. FND. WALL i ON 16 ________________________ FTG __ 1 ----------------------------------- _------------------------------------------- _------------------------- - WOOD FRAMED DHIMNET T• -2 . WITH VINYL SIDING n ---------------------- FLASHING TIYP. _ vENT 7 FT. — _ —— — MIN, IIIIIIIIIIIIIIMM -- - - OPTIONAL- - -_ - — I I II 1 6" P.O. FWD. WALL ON 16, % B" P.C. FTG. RIGHT SIDE ELEVATION i� NO 1 ee I r -ti- -------------1.,_ ------ -- - - - - - - ---e--- TOP OF PLATE OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET SEE DETAIL SHEET FOR HIGH WIND CONNECTION REQUIREMENTS ---�—'-- TOP OF GUMFLOOR -- -- TOP OF CEILING 0 a TOP OF eUW1_O TOP OF FmVLMrIFICATION OF NAILING & CONNECTIONS REQUIRED. 9 ALL CONSTRUCTIONSHALL MLS THE REQUIREMENTS OF THE — — — MES OF NEW YORK STATE. TOP OF - PLUMBING ALLPLUMBING WA¢TE & WATER LINE' I=D TESTING BEFORE �LRING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCI SOLDER USED IN WATER -- —TOP of PLATE SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1 % LEAD. -TOP OF PLATE AT GARAGE ONDERWRITERS CERTIFICATE REWIRED F DO NOT PROCEED WITH FRAMING UNTIL SURVEY OFFOUNDATION jj& APPRO EN D. -- -- TOP OF SUBFLOOR OCCUPANCY OR -- -- TOP OF CEILING USE IS UNI >a IVF! !_ WITHOU'rFr,l .Irn r_ OF OCCUR Y11�V ." APPROVED AS NOTED `-- DATE: B.P. # 3t3,)4 FEE: -.2`F34-0_ BY:&As,p-L NOTIFY BUILDING DEPARTMENT AT 765.1802 SAM TO 4PM FOR THE FOLLOWING INSPECTIONS: -- -- TOP OF SUSPLOOR 1. FOUNDATION - TWO REQUIRED -- -- TOP OF FOUNDATION FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET n o REQUIREMENTS OF THE CODES OF NE 5O YORK STATE. NOT RESPONSIBLE FC DESIGN OR CONSTRUCTION ERROR RETAIN $TO M—W N I dr PURS 'L E. 5-1L — - - — TOP OF FOOTING OF TH WPl'80D MMP �[ ((y�/am� o e'wvA/� COMPLY wIr'h'CHAPTER'46" dFLOLi SOD0LD N OTH OTOE PREVENTION CODE. I uj Q— !LLu 1L Lu m N rl^i V X xz2,- To d Ul g� 050 crh WAGE: 1af� � 1 I 1 9" P.C. FIND. WALL ON li" % D" P.L. FTG. I r-------------------------------------------------------------------- ------------------------------------------------------------ REAR ELEVATION I 3 -------------------------------------------------------------------- ----------------------------------------------------------------------- n � 1 I I 1 1 • -1 moll!� IIII i 1111 '� mol'�1�11111� �- � �ItIIIIII 1 � I � 1 r�■ IIS- �,�' "u, 1111 — r I I � i i t i t I i i 1 I i I 1 1 � 1 I ---------------- `- --_ --- TOP OF PLATE 9 TOP OF 5UBFLOOR —' —r - — TOP OF PLATE I TOP OF "FLOOR TOP OF FOUNDATION -� - - TOP OF FOOTING - - - TOP OF PLATE 0 — - - — TOP OF SUBFLOOR TOP OF PLATE 14 STEP5 AND PER CODE — - TOP OF 9UBFLOOR ---T'- TOP OF FOUNDATION I — _ J_ _ _ TOP OF FOOTING OPENING PROTECTION BT WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET A DETAIL SHEET FOR WIND CONNECTIONUIREMENTS z O C L d $m r m m (K Lu S D xzLL R M q a � ul ° N L U n n V W LU f Z PRET T. BUTLER, P.E. WAGE: 2 of � n9 1 m D R � a � o ° o U n n V LU f Z x O � Cr o � v P 3 u `n WAGE: 2 of ..,,.. _ _ T_ . _ J, FLOOR AREA SOFT WONWNP GONNIEPTION �IOHTING REQUIRED SQFT VENTILATION PROVIDED SQFT L 1N118MENT6 -' MASTER BEDROOM 244.0 IIIMlIO.41 MIhf" opening~ AN mewEpi ticy mcape and hmcw 19.52 26,88 9.76 gpeFl46a "I We a m1.** net dlek oomw"s or 5.1 .quos rest (O.s3o m2). 298.9 31.4 23.91 IL-G1T AND VENTSCHEDULE 11.96 IfITL`NENI9REAKPAST 440.3 4/(Cr{1!!,I4Ntlr WA0* PlOor gpe"Iny .halt, have a minlmum net clew 35.22 27.07 17.61 �L'W1NG ROOM 289.9 48.12 21.59 RR310.11 MInImWm openng height. The minimum net clew cpenlrxj heleFlt 10.79 +4, . 159.3 .hall be 24 ImOhii i (61O M4 - 13.34 6.37 RR910.1.3 Minimum opening width. The minlmum net Flee opening width 156.0 38.09 12.48 shall 'o'e 20Irlblt•. (606 Pei 6.24 ;�MRSi�llp FLOOR P Y itui 1.4 OlperRloN1 =ettnalllt.. Emereency e.oape and r ilcue .'. 30.38 28.65 pow"Ime..IN11 be operationi hom the P,mas or the room wlthcut the u.e BSD ," ik 2 218.0 26.11 t'oeb. R' 8.72 SdR012N11><3 250.8 ' 20.06 11.46 10.03 SE R, iM4 171.3 1 '. 8.73 ORi6F21N4'PROTECTION BY 9EDROQIy1'/t5 I' 20.62 17.95 WOW *TRUOTURA4, PAN" 8.98 1 1b REEMNE JA11T TO *00:4 t, 60 619" 16A 3 611:bTErIfNG pGNE1juLE, ON T0.'3046 „DE7A'dL OH@ET IN'T1416 bET j 1 t t( 3 WON blM.01il A1L'ENBI FOR J, FLOOR AREA SOFT WONWNP GONNIEPTION �IOHTING REQUIRED SQFT VENTILATION PROVIDED SQFT L 1N118MENT6 (FIRST wLObR MASTER BEDROOM 244.0 48.12 19.52 26,88 9.76 fFAMILY'ROOAA 298.9 31.4 23.91 IL-G1T AND VENTSCHEDULE 11.96 IfITL`NENI9REAKPAST 440.3 45.82 35.22 27.07 17.61 �L'W1NG ROOM 289.9 48.12 21.59 26.68 10.79 +4, . 159.3 24.06 12.70 13.34 6.37 1IN0 RdOM 156.0 38.09 12.48 20.01 6.24 ;�MRSi�llp FLOOR P Y 370.7 51,68 30.38 28.65 15.19 BSD ," ik 2 218.0 26.11 17.44 8.73 8.72 SdR012N11><3 250.8 c .. 20.06 11.46 10.03 SE R, iM4 171.3 26.11 '. 8.73 6.85 9EDROQIy1'/t5 22..4 20.62 17.95 11.46 8.98 1 1b 363M6" 619" 16A 3 2 T0.'3046 Bal-+-_-T- j t( 3 WON SECOND FLOOR PLAN II bAPPR y LIVING AREA •12188Q.FT. 13066 -- -- ---- --- U° I 90 PMYQ(9611 16.3 2819" 783M6" 24.86 16.31 1 8'D"X,T"D"'Q.H.O GARAGE DOOR 3 2'r 22" I 212" a18'2. b - r 2'2"' 311 SMOKE DETECTOR , INTERCONNECT PER CODE 22 4^ w11 r4• _ _ r4^ a0^ 94" 6'6" CARBON MONOXIDE DETECTOR U'�PRAME'=A"T I I J p 1 i 1 n w BEDROOM 2 aI\ -_---___ ,��------------___' \ r/ ______ I / BECJROOM 5 ; �\ _______ \ _b__G _ I PANEL INbULATE a I i it ^' ea CLG. HGT W�_ _ _� q �W GL.G. HGT ' �« _ _ _, I -1 It CLO. I I I 6 ^ ^ a -2x10 i ", 7-7x10 r I I 1 d t•1. 510" 4„ 6, 0„ 4" I' 6" 4„ 3' j1„lot I U. B.. i 4.. 3-6- 4. 2y^ I 2' 6" i 1 I L _ _ _ _ _- INE OF WALL BELOW _ g0, 2, " /' /° SH 1 C' �;-i,; J �:'' '' r • : d OXYLM6-IN MA&T@R BATH` MUST BE CON67MUCTED WITH HIGH r. MPACT fA dlt6- r FLOOR AREA SOFT 0GHTING PROVIDED SGPT �IOHTING REQUIRED SQFT VENTILATION PROVIDED SQFT VENTILATION REQUIRED SOFT (FIRST wLObR MASTER BEDROOM 244.0 48.12 19.52 26,88 9.76 fFAMILY'ROOAA 298.9 31.4 23.91 17.64 11.96 IfITL`NENI9REAKPAST 440.3 45.82 35.22 27.07 17.61 �L'W1NG ROOM 289.9 48.12 21.59 26.68 10.79 STUpY 159.3 24.06 12.70 13.34 6.37 1IN0 RdOM 156.0 38.09 12.48 20.01 6.24 ;�MRSi�llp FLOOR P Y 370.7 51,68 30.38 28.65 15.19 BSD ," ik 2 218.0 26.11 17.44 8.73 8.72 SdR012N11><3 250.8 20.62 20.06 11.46 10.03 SE R, iM4 171.3 26.11 13.70 8.73 6.85 9EDROQIy1'/t5 22..4 20.62 17.95 11.46 8.98 1' 4" 4' 2" CLEAIRQP@NING GLASS TWlW16 gUANTITY SQFT.HEIGHT 110 ---- TW7M6 SQ.Fr. i I I I YY{ sm.114" II 10 R.R. 8A8 tvENTE:C1mmEr1rrsk1NIT''N0. NO Ii•I6"O.G. (F OM BELOW) 79718"24114" I� II II 17.78 3 I II d Li - :b•O.0 I. l.' O.L 79"26114" 20AG II mi RtQUIREMENiS OPE 1 .f.'8 s 79'79" . 20114" 3 .4 17.64 WE 13 EGRESS REQUIRENtN rr PER NYS CODE 1 6.7 38718" 241MEETS 14" 10.31 6,73 EGRESS REqUiRtMtN IS PER NYS CODE 11 I 6.64 33716"' 29114" 1 6.67 MEETS EGRESS 1 PERRYSCODE 12 0.4 337!6" 26114" 24DO 13.34 MELTS EGRES9REWMIMS PER NYS CODE 1 A81 1.3 3116M6" 619" 4.3 1.3 1 1b 363M6" 619" 16A 3 2 T0.'3046 Bal-+-_-T- j 0 3 TW3046 SECOND FLOOR PLAN II bAPPR y LIVING AREA •12188Q.FT. 13066 -- -- ---- --- U° I PMYQ(9611 16.3 2819" 783M6" 24.86 16.31 1 8'D"X,T"D"'Q.H.O GARAGE DOOR 3 1' 4" 4' 2" +I n 24' o" 13'0^ 5-6. 66^ 6' 6" TW 046 /SIO R.R • "O ) rrc;l 5 w o ----------- 1710- 2x& r10^2xb C.J. R 16" O.C. AT bb" A.f.F, r 2 -RR us RIDGE \ • 3:17 PITON i I /m I I ' b ' -_L I " 7 ________ w D i a' PLAYROO a n 41 p II 2xb RIDGE _ _\ i 2,4" 2'4„ I I BATH CLOSET g 34" W. 5' W a 1 `e ______ B/6rpOWER 3' 2" PLATE HEIGHT . 1V P/-) 4'4" 2121 2'2" 37 x" 610" 4'4" 2'2" T2' 610" 4Y" 1110" 2'2" 2'0" 2'2" 2" 2„ II PI, ._1 a. a. I I _LIN OF W BELOW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-i-_-_-_-_-_., I I II CRICKET I TWlW16 U CI O 110 ---- TW7M6 U i I I I YY{ w II 10 R.R. Rli. LLL RR '' NO Ii•I6"O.G. (F OM BELOW) In I� II II 3 I II d Li - :b•O.0 I. l.' O.L e• 6GI. W. O.0 n II w F- I s z� II __ _____ ___________Lf__ I� � I 2x10 R.R. O i 'I( I • 16" O.L. , 3 (FROM BELOW) I U (12 12 PITH) e 16 O.G. zll T2" zI i II I I , I • 16' O.L. i • li' O.G. U _ I LOW PLATE t9 LOW PLATE r T0.'3046 Bal-+-_-T- j 0 3 TW3046 SECOND FLOOR PLAN II +I n 24' o" 13'0^ 5-6. 66^ 6' 6" TW 046 /SIO R.R • "O ) rrc;l 5 w o ----------- 1710- 2x& r10^2xb C.J. R 16" O.C. AT bb" A.f.F, r 2 -RR us RIDGE \ • 3:17 PITON i I /m I I ' b ' -_L I " 7 ________ w D i a' PLAYROO a n 41 p II 2xb RIDGE _ _\ i 2,4" 2'4„ I I BATH CLOSET g 34" W. 5' W a 1 `e ______ B/6rpOWER 3' 2" PLATE HEIGHT . 1V P/-) 4'4" 2121 2'2" 37 x" 610" 4'4" 2'2" T2' 610" 4Y" 1110" 2'2" 2'0" 2'2" 2" 2„ II PI, ._1 a. a. I I _LIN OF W BELOW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-i-_-_-_-_-_., I I II CRICKET I TWlW16 U CI O l I l ---- TW7M6 U i I I I YY{ II 10 R.R. Rli. LLL RR '' NO Ii•I6"O.G. (F OM BELOW) In I I (12:12 PITH) 3 I Z Li - :b•O.0 I. l.' O.L e• 6GI. W. O.0 +I n 24' o" 13'0^ 5-6. 66^ 6' 6" TW 046 /SIO R.R • "O ) rrc;l 5 w o ----------- 1710- 2x& r10^2xb C.J. R 16" O.C. AT bb" A.f.F, r 2 -RR us RIDGE \ • 3:17 PITON i I /m I I ' b ' -_L I " 7 ________ w D i a' PLAYROO a n 41 p II 2xb RIDGE _ _\ i 2,4" 2'4„ I I BATH CLOSET g 34" W. 5' W a 1 `e ______ B/6rpOWER 3' 2" PLATE HEIGHT . 1V P/-) 4'4" 2121 2'2" 37 x" 610" 4'4" 2'2" T2' 610" 4Y" 1110" 2'2" 2'0" 2'2" 2" 2„ II PI, ._1 a. a. I I _LIN OF W BELOW _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-i-_-_-_-_-_., I I II CRICKET CRICKET TWlW16 U CI O --- TW3046 ---- TW7M6 U i I I I YY{ 4' OGLINE Rli. LLL RR '' NO RIR �rLL RR In O x 3 O.C./ li• °.$ Z Li - :b•O.0 I. l.' O.L e• 6GI. W. O.0 n II w F- s z� I I� 616„ O i 'I( H , ED FLUE I U e 16 O.G. LL i II I I , W • 16' O.L. i • li' O.G. � _ I LOW PLATE t9 LOW PLATE r T0.'3046 Bal-+-_-T- j TWJ0/G • TW3046 SECOND FLOOR PLAN II bAPPR y LIVING AREA •12188Q.FT. 16"' -- -- ---- --- U° I LIVING AREA OVER GARAGE • 488 SQFT, i 2'r 22" I 212" a18'2. b - r 2'2"' 311 SMOKE DETECTOR , INTERCONNECT PER CODE 22 4^ w11 r4• _ _ r4^ a0^ 94" 6'6" CARBON MONOXIDE DETECTOR U'�PRAME'=A"T I I J p 1 i 1 n w BEDROOM 2 aI\ -_---___ ,��------------___' \ r/ ______ I / BECJROOM 5 ; �\ _______ \ _b__G _ I PANEL INbULATE a I i it ^' ea CLG. HGT W�_ _ _� q �W GL.G. HGT ' �« _ _ _, I -1 It CLO. 1 I I I 6 ^ ^ a -2x10 i ", 7-7x10 r I I 1 d t•1. 510" 4„ 6, 0„ 4" I' 6" 4„ 3' j1„lot I U. B.. i 4.. 3-6- 4. 2y^ I 2' 6" i 1 I L _ _ _ _ _- INE OF WALL BELOW _ g0, 2, " /' /° SH 1 0 C/ V_ k N GLO, 19 a BATH F 4a' VANI'T I I d ? 6 I I E.F. 1 2.12 RIDGE J O1 A 15' 2" 12' 10„ : A BEDROOM 3 i BEDROOM No" CLG. WGT ' I NO" CLG. HGT ,m --�- B d � 4 B 2.2.10 d 6WOWER ' `r \, LINE OF ALL BELOW J 1 _y a I I 12 4 10 2 a I LOW PLATE LOW PLATE a'• R.R. 2.a RIR U YY{ 4' OGLINE NO cn In O x 3 X Z Li - 0 M n OF w F- OF WALL BELOW z� LJ 2x6 O.J. Lu O i H UJ • 16" O.G. U LL i w . W U � T0.'3046 j TWJ0/G • TW3046 SECOND FLOOR PLAN y LIVING AREA •12188Q.FT. - --- -- -- ---- --- - - - - -- LIVING AREA OVER GARAGE • 488 SQFT, 2'r 22" 2'2^ 212" 22, 2'2"' SMOKE DETECTOR INTERCONNECT PER CODE 22 4^ 66" r4• �eo" r4^ a0^ 94" 6'6" CARBON MONOXIDE DETECTOR 6U 4" e ONE PER FLOOR a JEFFREY T. BUTLER, P,E z,'1 W U YY{ NO cn In O x 3 X Z Li - 0 M n OF w F- (y z� Lu O i UJ U LL O w . W JEFFREY T. BUTLER, P,E PAGE": 5of9p z,'1 W U YY{ O ^ QULLy O z ° f F- n OF w F- (y z� (a O i UJ O w . PAGE": 5of9p GRADE 2-956 CCA SILL IR" ANCHOR BOLTS SILL SEAL TERMITE SHIELD S" CONIC. FOUNDATION SFXIiF Cl FTG. OAMPROOF BELOW GRADE 2X12 RIDGE ' M 2XIO RAFTERS O 1/2" COX SHEATHING IS- FELT X Z ASPHALT ROOF SHP R-13 INSULATION L 1/2" OSB SHEATI- d N TYVEK HOUSl T� VINYL SIDING 1OP OF FOUNDATIION �I w i J � O X 110" OH CONT. VENT O z WD. SOFFIT (TYFI J } _v GWB V :3 2,X4'STUDS n n 'R•F3 INMILATION rn^ VOID SHEATHING Z TYVEK HOUSEWRAP VINYL SIDING It e ' V PITCW GRADE All FROM FOUNDATION N 2-ryi6 GCA SILL m 1411 ANCHOR BOLTS - S1µ. SEAL �; v TERMITE SHIELD ,� S^ CONIC. FOUNDATION ' S'X16° CONIC. FTG. DAMPROOF BELOW GRAD y R f 2X12 RIDGE -h 2X10 RAFTERS 1/2' CDX SHEATHING Is- FELT ASPHALT ROOF SHINGLES � Y r t IIII . I'O" OH CONT. VENT S wo, SOFFIT /TYP. IA" GW6 2X4 S'IUCIO #'. Ill OSID SHEATHING TYVEK HOUSEWRAP VINYL SIDING GRADE 2-956 CCA SILL IR" ANCHOR BOLTS SILL SEAL TERMITE SHIELD S" CONIC. FOUNDATION SFXIiF Cl FTG. OAMPROOF BELOW GRADE ' ,I11ti (�I i2ltiNtklti}TIII�LIli$$8$12TI�IZI�Lt1I$IIIu�ITS1T2Tt$IITl Mimi BEDROOM 3/4" "FLOOR 4" SLAB CELLAR SECTION A -A \ \ 12 -30 W51UL'ATION /1122/7 \ \ V \ 1 LINE OF ROOF \ \ \ \ RAFTER pETOND \ \ 4 \ \ PLAYROOM \ \ \ \ 3l4° SUBROOR \ 2 - I ms : Inre n.L 64.13. FIRE RATED R-30 INSULATION GARAGE SECTION G -C Ill INSULATION --=-- TOP OF CEILING G T TOP OF SUSPLOOR TOP OF FOUNDATION I - - — TOP OF FOOTING - — TOP OF PLATE TOP OF PLATE AT GARAGE O rpt � TOP OF !!(Alt O)PR — - T - — TOP OF PLATE I'O" OH CONT. VENT WD. SOFFIT 1 of M O rl ca r I/2" GWB X Z 2X4 STUDS R-13 INSULATION L 1/2" OSB SHEATI- d N TYVEK HOUSl EU ci VINYL SIDING ' ,I11ti (�I i2ltiNtklti}TIII�LIli$$8$12TI�IZI�Lt1I$IIIu�ITS1T2Tt$IITl Mimi BEDROOM 3/4" "FLOOR 4" SLAB CELLAR SECTION A -A \ \ 12 -30 W51UL'ATION /1122/7 \ \ V \ 1 LINE OF ROOF \ \ \ \ RAFTER pETOND \ \ 4 \ \ PLAYROOM \ \ \ \ 3l4° SUBROOR \ 2 - I ms : Inre n.L 64.13. FIRE RATED R-30 INSULATION GARAGE SECTION G -C Ill INSULATION --=-- TOP OF CEILING G T TOP OF SUSPLOOR TOP OF FOUNDATION I - - — TOP OF FOOTING - — TOP OF PLATE TOP OF PLATE AT GARAGE O rpt � TOP OF !!(Alt O)PR — - T - — TOP OF PLATE I'O" OH CONT. VENT WD. SOFFIT 1 2-2X6 CCA SILL 1/2' ANCHOR BOLTS SILL SEAL TERMITE SHIELD S" CONC. FOUNDATION S'XI6" CONO. FTG. DAMP -ROOF BELOW GF FELT SHINGLE RIDGE RIDGE BEAN RIDGE VENT DETAIL 2X12 RIDGE 2X10 RAFTERS 1/2" CDX SHEATHING IBe FELT ASPHALT ROOF SHIT VENT •EXHAUST AIR ,I-RbOr SHEATHING (TYF-.j RAFTER 1 I BEDROOM 5 3/4" 6UEFLODR FAMILY ROOM 2-1 3/4" X II l/S" M.L. OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET HIGH AIL SHEET FOR D CONNECTION MENTS 1SRI�1fIItiI�It21 PLUM51NG RISER DIAGRAM (NTS) HALL 1101=1- I I CLOSET HALL I I POWDER ROOM INSULATION 3 U2" STEEL COL. ON P.C. FTG" ISSICTION (3-8 STUDY COVERED PORCH CAST IRON HOUSE TRAP --- --TOP OF PLATE A - —� - —TOP OF SWBFLOOR -T--TOP OF OEILIN6 -- - ---•--TOP OF S49FLOOR -- --TOP OF FOIJNDATION .1, PITCH GRADE IS" RNID X 42" DEEP AWAY FROM POURED CONCRETE PIER FOUNDATION ° (OR TO UNDISTURBED SOIL) CELLAR WITH 4X4 GCA POST ANCHOR TO FTG. (TYPICAL) — - Je - —TOP OF FOOTiN6 Z O W of M O rl ca r I/2" GWB X Z 2X4 STUDS R-13 INSULATION 1/2" OSB SHEATI- d N TYVEK HOUSl EU ci VINYL SIDING 1OP OF FOUNDATIION �I 2-2X6 CCA SILL 1/2' ANCHOR BOLTS SILL SEAL TERMITE SHIELD S" CONC. FOUNDATION S'XI6" CONO. FTG. DAMP -ROOF BELOW GF FELT SHINGLE RIDGE RIDGE BEAN RIDGE VENT DETAIL 2X12 RIDGE 2X10 RAFTERS 1/2" CDX SHEATHING IBe FELT ASPHALT ROOF SHIT VENT •EXHAUST AIR ,I-RbOr SHEATHING (TYF-.j RAFTER 1 I BEDROOM 5 3/4" 6UEFLODR FAMILY ROOM 2-1 3/4" X II l/S" M.L. OPENING PROTECTION BY WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE FASTENING SCHEDULE ON DETAIL SHEET IN THIS SET HIGH AIL SHEET FOR D CONNECTION MENTS 1SRI�1fIItiI�It21 PLUM51NG RISER DIAGRAM (NTS) HALL 1101=1- I I CLOSET HALL I I POWDER ROOM INSULATION 3 U2" STEEL COL. ON P.C. FTG" ISSICTION (3-8 STUDY COVERED PORCH CAST IRON HOUSE TRAP --- --TOP OF PLATE A - —� - —TOP OF SWBFLOOR -T--TOP OF OEILIN6 -- - ---•--TOP OF S49FLOOR -- --TOP OF FOIJNDATION .1, PITCH GRADE IS" RNID X 42" DEEP AWAY FROM POURED CONCRETE PIER FOUNDATION ° (OR TO UNDISTURBED SOIL) CELLAR WITH 4X4 GCA POST ANCHOR TO FTG. (TYPICAL) — - Je - —TOP OF FOOTiN6 Z O W of N rl ca r X Z a d N I EU ci C m. �I w i J WAGE: ro of ro 9 e � O X O z _v a V :3 n n Z r V Y N m O E v � y R WAGE: ro of ro ;n. H(2 BUT NOV NOT EXCEED 15 FT. HAX, FOUNDATION CLEARANCE FROM SLOPES FIGURE R403.1.'1.1 EXTERIOR OR BEARING WALL STUD NOTCH GRE 50% OF THE 5/5" MIN. TO EDGE TOP OF FOOTING 14/3 BUT NEED NOT EXCEED 40 FT. MAX, H Sd COOLER NAIL5'AT 10", 2N4" BLOCK 11414EW TO e ORADI2 WITH 4•IOd NA L6 GYPSUM ISOARO---' 5d COOLER NAILS AT T" C 16 GAGE (0.054") AND LS" WIDE METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE TOP PLATE FRAMING TO ACCOMMODATE PIPING FASTENER SPACING -o OTW DEPTH 2 FEET 4 FEET PLATE- f INSTALLED IN ACCORDANCE PANEL SPAN k� < PANEL SPAN I .,d < 2 FEET 4A < 6 FEET < S FEET 2 1/2" % WOOD SCREWS I6" IT I- i. • . .' ilr i w "ED HOLES SHALL NOT--,-,/ FRAMING MEMBERS AT PANEL r Q 010 STET IN TH!UT O SECTION DF CUT, OR 5 FRAMING MEMBERS NOT AT YI PANEL EDGES TOP PLATES EXTERIOR CORNER FRAMING 3 � IN STUD �z4 © 7 N BOTTOM PLATE d v, �,' w°�d Q 11TCt1s YNI'0i1D HOLE LIMITATIONS Q © Q I i IOR 14ONSEARING WALLS W I: µ I 100Mi IS 68C HI'GN WIND EDITION, 3.4,3.1,1) STUD 1 TOP OF FOOTING 14/3 BUT NEED NOT EXCEED 40 FT. MAX, H Sd COOLER NAIL5'AT 10", 2N4" BLOCK 11414EW TO e ORADI2 WITH 4•IOd NA L6 GYPSUM ISOARO---' 5d COOLER NAILS AT T" C 16 GAGE (0.054") AND LS" WIDE METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d NAILS EACH SIDE TOP PLATE FRAMING TO ACCOMMODATE PIPING I NOTCH IN STko r WING ANP BORED HOLE LIMITATIONS N�) "�T,R10L WALLrp AND BEARING WALLS Yt 4� +a n � �� i•+,�i � HIEN WND EDITION, 3.4.1.1,1? r X;r yt r'yt , RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY JOIST IS PERMITTED TO BE CUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS SEE DRFIG AND NOTCHING HIND PROVISIONS WFCM a;l) SECTION Ih1/3 SPAN I/3 SPA1iTOP BAND JOIST OR BLOCKING , BOTTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION FOR BLOCKING AND BRIDGING SEE WFCM SECTION 3.3 JOIST 3 IN. MIN. 2X4 AT 6' O.C. TRUSS OR CEILING JOIST NAILS GABLE END TRUSS --/ NAILS. 20 GA GO STRAP t0.6d NAILS— ENDWALL 67UDS — GsA5'LE ENDWALj- BRACING IWFOM FIR TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING 2 FEET 4 FEET PLATE- f INSTALLED IN ACCORDANCE PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN .,d < 2 FEET < 4 FEET < 6 FEET < S FEET 2 1/2" % WOOD SCREWS I6" A:. (V w 2 1/2" 'e WOOD SCREWS FRAMING MEMBERS AT PANEL r Q EDGES AND 12" O,C. ON ALL 5 FRAMING MEMBERS NOT AT YI PANEL EDGES TOP PLATES EXTERIOR CORNER FRAMING 3 � �z4 © 7 N BOTTOM PLATE d v, Lu w°�d Q �k Q © Q SI O W I: µ n x STUD 1 MOLE, MAX / wxw TOP PLATE o` '17I,&MftR' .' Qp anp PEIw''fN c + M Ina" 1'M7N. To 1whoE e. S/8" MIN. TO EDGE 'NOTCH MUST NOT E2/CIELD BAND JOIST 2b% of STUD DEPTH OR BLOCKING, . NOTCH" SHALL NOT BE LOCATED IN MIDDLE ONE-THIRD SILL PLATE— h�#y " IF HOLE IS BETWEEN 40% AND box ^ (��!A 1^I- �� HOLES L OF STUD DEPTH, THEN STUD MUST BE I' BE LOCATED fN'FI/E DOUBLE AND NO MORE THAN TWO ,i SUCCESSIVE STUDS ARE DOUBLED F , C:RO65 SECTION OF CUT OR AND 60 BORED I NOTCH IN STko r WING ANP BORED HOLE LIMITATIONS N�) "�T,R10L WALLrp AND BEARING WALLS Yt 4� +a n � �� i•+,�i � HIEN WND EDITION, 3.4.1.1,1? r X;r yt r'yt , RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY JOIST IS PERMITTED TO BE CUT OR NOTCHED FLOOR JOIST- BETWEEN THESE LIMITS SEE DRFIG AND NOTCHING HIND PROVISIONS WFCM a;l) SECTION Ih1/3 SPAN I/3 SPA1iTOP BAND JOIST OR BLOCKING , BOTTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION FOR BLOCKING AND BRIDGING SEE WFCM SECTION 3.3 JOIST 3 IN. MIN. 2X4 AT 6' O.C. TRUSS OR CEILING JOIST NAILS GABLE END TRUSS --/ NAILS. 20 GA GO STRAP t0.6d NAILS— ENDWALL 67UDS — GsA5'LE ENDWALj- BRACING IWFOM FIR TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a. THIS TAOLE BAND ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. a. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 490 POUNDS. s. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF T/16 INCH (11.1 m) AND A MAXIMUM OF 8 FEET (2438 mm), f. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT 'HARDWARE PROVIDED. S. TABLE FROM SBCCI ^ BSS EDITION, FLOOR BRACING AT END 15AYS (WFCM FIGURE 3.61b) NAIL AT 4" O.C. NAILS BASED ON 614FAR WALL REQUIREMENTS NO CEILING DIAPHRAGM CENTER 2X BLOCKING RE6UIRED ON SHEATHING JOINT 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS TOP PLATE - SEE DRILLING AND NOTCHING PROVISIONS GABLE ENDWALL,, BALLOON FRAMING PREFERRED METHOD WALL STUD- SEE DRFLLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFCM 3.3.1.3 -END RESTRAINT AND 3.3.1.4 BRIDGING PLATFORM FRAMING INTERMEDIATE BEARING WALL TYPICAL WALL, FLOOR AND ROOF FRAMING ROOF FRAMINI�—\pCUOLE TOP PLATE FASTENER SPACING 2 FEET 4 FEET 6 FEET INSTALLED IN ACCORDANCE PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < S FEET 2 1/2" % WOOD SCREWS I6" I6" (V w 2 1/2" 'e WOOD SCREWS FRAMING MEMBERS AT PANEL r Q a. THIS TAOLE BAND ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. a. NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWAL CAPACITY OF 490 POUNDS. s. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF T/16 INCH (11.1 m) AND A MAXIMUM OF 8 FEET (2438 mm), f. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT 'HARDWARE PROVIDED. S. TABLE FROM SBCCI ^ BSS EDITION, FLOOR BRACING AT END 15AYS (WFCM FIGURE 3.61b) NAIL AT 4" O.C. NAILS BASED ON 614FAR WALL REQUIREMENTS NO CEILING DIAPHRAGM CENTER 2X BLOCKING RE6UIRED ON SHEATHING JOINT 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS TOP PLATE - SEE DRILLING AND NOTCHING PROVISIONS GABLE ENDWALL,, BALLOON FRAMING PREFERRED METHOD WALL STUD- SEE DRFLLING AND NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFCM 3.3.1.3 -END RESTRAINT AND 3.3.1.4 BRIDGING PLATFORM FRAMING INTERMEDIATE BEARING WALL TYPICAL WALL, FLOOR AND ROOF FRAMING ROOF FRAMINI�—\pCUOLE TOP PLATE RS ITH >S 16d NAIL AT 24" ed NAIL AT 6" O. (ALL PANEL EDG OARD 'OD STRUCTURAL PANEL STALLED IN ACCORDANCE H NAILING SCHEDULE ,BLE 3.1, WCFM HIGH WIND EDITION) NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL (—GYPSUM BOARD Bd NAIL AT 6" O.C, / (ALL PANEL EDGES)—� L WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Ibd NAIL AT 24" O.C. �I�pIY►^ WITH NAILING SCHEDULE 1�I Lu �z wO (TABLE 3.1, WCFM HIGH WIND EDITION) Y® 6m W Sd NAIL AT 6" O.C. ON ALL (V w � d) FRAMING MEMBERS AT PANEL r Q EDGES AND 12" O,C. ON ALL 5 FRAMING MEMBERS NOT AT x PANEL EDGES (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING 3 � �z4 © 7 N W Lu w°�d Q Q © Q SI O W O_ e n x RS ITH >S 16d NAIL AT 24" ed NAIL AT 6" O. (ALL PANEL EDG OARD 'OD STRUCTURAL PANEL STALLED IN ACCORDANCE H NAILING SCHEDULE ,BLE 3.1, WCFM HIGH WIND EDITION) NAIL AT 12" O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES (a) OUTSIDE CORNER DETAIL (—GYPSUM BOARD Bd NAIL AT 6" O.C, / (ALL PANEL EDGES)—� NOTE: UPLIFT CONNECTION IIS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEACDER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLL4 �f r TYFEICAL FRAMJN 44, iMIFT CON1'O I EY,4'�Y"41RF � OI".��'NY 24CLEARANCE IN FRONT OF OPENING LAVATORIES SHOWER WATER CLOSET WALL OR BIDET' IDET WALL 15' 15" TUB 21" CLEARANCE 21" CLEARANCE TUB WATER CLOSET$ FIGURE 8301.2 MINIMUM FIXTURE OI,EARANc— W m W lu L WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE Ibd NAIL AT 24" O.C. WITH NAILING SCHEDULE 1�I Lu �z wO (TABLE 3.1, WCFM HIGH WIND EDITION) 6m W Sd NAIL AT 6" O.C. ON ALL (V w � d) FRAMING MEMBERS AT PANEL r Q EDGES AND 12" O,C. ON ALL 5 FRAMING MEMBERS NOT AT x PANEL EDGES (b) INSIDE CORNER DETAIL EXTERIOR CORNER FRAMING NOTE: UPLIFT CONNECTION IIS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEACDER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLL4 �f r TYFEICAL FRAMJN 44, iMIFT CON1'O I EY,4'�Y"41RF � OI".��'NY 24CLEARANCE IN FRONT OF OPENING LAVATORIES SHOWER WATER CLOSET WALL OR BIDET' IDET WALL 15' 15" TUB 21" CLEARANCE 21" CLEARANCE TUB WATER CLOSET$ FIGURE 8301.2 MINIMUM FIXTURE OI,EARANc— W m W lu 1�I Lu �z wO U. 6m W as (V w � d) � r Q 3 5 A x oo� dY 0 x 3 � �z4 © 7 N W Lu w°�d Q Q © Q SI O W O_ e n x WOMMI N T PA G E 1 of 2 W �z wO W Z (V w o VJ Q 3 5 A J oo� 0 7 z w Q Lu w°�d Q © Q z O \- O_ e n x PA G E 1 of 2 120 MILE PER HOUR ZONE - NAILING SCHEDULE (TABLE 3-I, WFCM HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ROOF FRAMING RA"$R�TO TOP PLATE (TOE -NAILED) 4-86 PER RAFTER LINdt JOIST TO TOP PLATE (TOE -NAILED) 4-9d PER JOIST POINTING JOIST TO PARALLEL RAFTER (FACE -NAILED) 9-I6d EACH LAP I�,IN6;JOIBT"LAOS OVER PARTITIONS (FACE -WAILED) 9-161 EACH LAP - Ct"3LL4-eR' TIE TO RAFTHR (FADE -NAILED) 6 -ad PER TIE "BY:f3CHE1NG YCyfRAFT¢Itt (TOR -NAILED: 2 -Sri EACH END RIM BOARD TO RAFTER (END•NAILEDJ - 2-I6d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE -NAILED) 2-I66 (SEE NOTE IJ PER FOOT TCI, IPLAT*e AT INTBtaMT16N (FACE -NAILED) 4-I6d JOINTS -EACH SIDE STUD TO STUD (FACE -NAILED) 2-I6d 24" O.G. 40MSR TO HEADER (FACE -NAILED) ISO 16" O.C. ALONG EDGES TOP OR BOTTOM PLATE TO STUD fEND-NAILED) 2-I6d PER 2x4 STUD 3-I6d PER 2x6 STUD consent of the Engineer 5 The contractor end all subcontractors shall maintain con8nuoue asta-SectioAlarms-Sectlon Foam Plastic -Rection 11318 PER 2x8 STUD ! �M'PLATi 7D FLOOR JOIB�', BANDJOIBT, ENDJOIST OR BLOCKING (FACE -NAILED) 2.I6d (SEE NOTE 12) PER FOOT FLOOR FRAMING +, JOIdR TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-Bd PER JOIST BR1176'1NG TO' JOIST (TOE -NAILED) 2-9d EACH END BLOCKING TO JOIST (TOE -NAILED) 2 -ed EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-I6d EACH BLOCK LiSpOlifist STRIP TO BEAM (FACE -NAILED) 3-I6d EACH JOIST JOIST ON LEDGBt TO BEAM (TOE -NAILED) 3 -ed PER JOIST T Tp JOIST (EI ILEDJ 3-I6d PER JOIST ;, ILsiY,ND JOibT TO iILL OR TOP PLATE (TCF -NAILED) 2-d (BEE NOTE Il PER FOOT ROOF SHEATHING STRUCTURAL PANELS ad (BEE TABLE 3,B) DIAGONAL BOARD SHEATHING glazed and all exterior doom to have Insulated come. 30" x 30" x 12" deep poured concrete column footings, 3000# test Vx6" OR I"x6" 2-8d PER SUPPORT I"XIO" OR WIDER 3-86 PER SUPPORT CEILING SHEATHING 14Y,P6 F" WALLpOARD Sol COOLERS T" EDGE / 10" FIELD WALL SHEATHING STRR(t:TURAL PANELS SO (SEE TABLE 3.9) Owwo*s,,00 PAN" contractor or local building department. tiyll6" ad 3" EDGE / 6" FIELD Sd 3" EDGE / 6" FIELD DreflstoppingSeciion R502.12 Firebloclung-Section R502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT "' 5d COOLERS T' EDGE / I0" FIELD ANCHOR SOLI$ IN FOUNDATION USE: SSTS28 WITH SEARING'PLATE, SEE FOUNDATION ed (SEE TABLE 3.9) 4aaeAB41'I -' -PANS 8d (SEE TABLE 3.9) 'OfAGONAL BOARD SHEATHING SILL PLATE TO RIM JOIST USE: i"xbn OR I"rte" 2 -ed PER SUPPORT :. ;yFa�*,)'�'+{C}I-QS1''{I7aQ✓�s ,,. 3 -fid PER SUPPORT FLOOR SHEATHING " STRUCTURAL PANELS Table 3.1 WFCM 1x6 Pine fascia, wrap GARAGE, STUD TO GARAGE BILL PLATE USE: SSP CONNECTO(q AT 1S"6C. „ I" OR LESS ed 6" EDGE / 12" FIELD GREATER THANI" too 6" EDGE / 6" FIELD D EATHING �JAf dNAL.'Rd3ARBR il'9t/.u,4", 111 2 -ed PER SUPPORT I"xtol' OR, WIDER 3 -ad PER SUPPORT T .:, 1,;NA4;1N6 nerve "'AWN D"MP ON "I aHQATHIN6 NAILCD 6" ON -CENTER AT THE PANEL EDGE, IF WALL SHEATHING ID NAILED 3" ON -CENTER AT THE PANEL EDGE Tp,;rie'r4HN 11=,$*Ale FAP,iGnI NiRF/. MEMENT6 FOR STRUCTURAL MEMBERS SHALL Be DOUBLED, OR ALTERNATE CONNECTORB, SUCH As SHEAR PLATES 6414,, Boluses 'fi'6' HAINTAIN TRE' c0 PATH, ft ' 1.'"^S, U)Igf,Li;bMaATNIN6 it CONrRuous (HER DONNEDTEp HEMMERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ibd NAIL PER FOOT (TABLE 3.8 WFCM HIGH WIND EDITION) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ;t- (120 MPH'a.ASECOND GUST • 100 MPH FASTEST -MILE WIND SPEED PER TABLE R3-L2-I.3ll ®® A 'SHEATHING LOCATION 5TUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (SSE NOTE IJ fINCt4M, O.C.) OR PANEL SIDING FOR 86 COMMON NAILS Wind Limitations-Saclion R301.2.1 to all work performed on this project. 2. The Cao¢actor shall verity all candidate at the altw Any (SEE NOTE 3) (INCHES, O.C.) Dead Load -Section R301.3 odor to r ft"nwM $nt of construction. The Colbrackir shell -be E b 4' EDGE ZONE 16 job cbndl0ona. guarantee to the Owner that all materiels and Calling Haight-Sectian R305 equipment Incorporated In One work will be haw; and that all work Sanitation -Section R306 will p 12 (BEE NOTE 2) :kpoil 3l1.'M6 16 E b F 12 precautiona and programs in connection with the vI and he EandiSection E • NAIL SPACING AT PANEL EDGES ON.) F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD IINJ 1. POR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT REQUIRSMSNTS SHALL BE USED. 2. TABULA W 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH 620.49. FOR FRAMING MEMBERS WITH O.42SGS0.A9, THE NAIL SPACINGS SHALL BS REDUCED TO 6 INCHES O.C. N. -PPR EXTERIOR PANEL BIDIN I GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR COMMON NAILS. (TABLE 3.2,4 WFCM HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS The design of this structure Is based upon the prescriptive approach using the GENERAL NOTES: 1. All work shall be perforned in accordance with all'state, Woad Frame Construction Manual, High Wind Edition (WFCM! published by The American Forest munlocal zoning and building cddee and oftlthaCfoes and Paper Association (1995) Non-structural elements are based upon The New York State Residential Code -January 2003 having juriediotion and beet standards at wnssucd m For the Climatic and Geographical Design Crlteda, ase Table 11301.2(1) on cover sheet. All non -engineered lumber to be Douglas Fir 02 or better prectiI The American Institute of Architects COWNI re shall apply Wind Limitations-Saclion R301.2.1 to all work performed on this project. 2. The Cao¢actor shall verity all candidate at the altw Any Design Criteria -Section R301.2.1 1 (See Table R301 2.1.2 for Wind -Horne Debris Protection Fastening Schedule For Wood Structural Panels) discrepancies must be bribugM to the attention of the Engineer Dead Load -Section R301.3 odor to r ft"nwM $nt of construction. The Colbrackir shell -be Live Load -Section R301.4 responsible for corrections not repogad aide he has started work Light and Ventilation -Section R303 Minimum Roam Areas -Section R304 except for hidden 3. Contractor all job cbndl0ona. guarantee to the Owner that all materiels and Calling Haight-Sectian R305 equipment Incorporated In One work will be haw; and that all work Sanitation -Section R306 will be of good quality, free them faults and defects for a period Toilet Bath and Shower Spaces -Section R307 of one year from the date of the Mel CertBfaste of Occupancy Glazing -Section R306 4. The Engineer shall not be responsible for the construction means, Garages and 11309 methods, techniques, sequences or procedures, or for the safety Emergency Emergency Escape and Rescue Opanings-Section 11310 Escape Rescue precautiona and programs in connection with the vI and he EandiSection shall not be responsible forthe conascare failure to carry out tion 11312 Lamps the work In accordance wBh the consbucdon documents ---Seaton RamwayseS ion 11313 Engineer shall not be responsible for the acts or onnsam is by Stairways -Section R315 the contractor No changes shall be made in the documents and/or the building as designed without the expressed written Guards -Section 11316 Guards -Sectio P 16 Smoke 3317 consent of the Engineer 5 The contractor end all subcontractors shall maintain con8nuoue asta-SectioAlarms-Sectlon Foam Plastic -Rection 11318 Insurance coverage Including statutory policies (Worker Flame Spread and Smoke -Section R319 Compensation, ei and general liability In an mount not lees that E5 million and automobile liability and damage InaWBGonSection R320 Dwelling Unit Separation -Section R321 coverage not less than $2 milllan. The Engineer shall be Moisture Vapor edon e named Insured on any and all polioses. 6 Provide 0.025' aluminum terminal shields war fibrous st Decay-SRetanders- 323 Protection Against Dewy -Section 11 R3 s-Sewon 11324 Protection Agalneton Insulation at all perimeter Bills. Address -Section R32 7. All wood In contact wfth concrete or meson to be WohotNzed ry, AcceSite Con 11326 326 Flood Resistant Flood Reaietent Conetructlon-Section 11327 or pressure annotated, B. A single Station smoke detector alarm davot shall be Metalled In each bedmom, on all Boors sold shell be OR lrft=nnened par code. Foundations -Cheater 4 9. Ali bathrooms without oparable windows to be m xonomically ventilated Design based upon presumptive load bearing values of sandy gravel and/or gravel at 0000 pounds as per Now York SUge Code. 10. Heating to be assigned W, provide 10 degrees F. with eutdeot per square loot Contractor to consult Engineer if different soil materiels ere found upon exwvelloq or test hole, for alternative footing and foundation wall design, ah-temperafuha'M 0; degrees F MPH v4ntl. 11. AN 11. All siectritxR wads to be In aedordence to he fWes and t a o the Foundation Notes. raguli of the NY.E'.F,U and a N.Y.S.F U. mMIcoo to Y" Anchor Bolts (SSTB 28) See chart on this sheet for spacing to be pmsented to the Owner at the completion of the Job. 12 Plumbing Installation to comply with State and Local codes 8" poured concrete foundation wall, 8'0" high, 3000# test Minimum depth -Section 403,14,48' minimum coverage to top of footing and the sewage disposal system to meet HeSGh Department standards. 16" x 8" poured concrete wall footings, 3000# test 13. Do not Scale drawings. Use figure dimensions only. 2-1 %" x 11 7/8" Mlcrolam Gllyder (or 3''A" x 11 7/8' Power Beam) 14. All work to conform to the Nies and regulations of the New York Energy Conservation Construction Coate. All glezed area to be double 4" poured concrete Boor slam with 64010 mesh and vapor barrier Damp proofing at exterior foundation below grade -Section R406 glazed and all exterior doom to have Insulated come. 30" x 30" x 12" deep poured concrete column footings, 3000# test 15. The Insulation protection as Indicated on these plane exceeds Deck and porch footings as noted, 3000# teat, 48" minimum burled depth Foundation wall to extend a minimum of 8" above finished grade the Code's minimum standards. 18. Thaw drawings and specifications are instruments of service and All footings to be carried down to undisturbed loll shell remain the property of the Engineer whether the pmject for No footing shall be set higher than a 30 degree angle from any other footing which they are made is executed or not. They may not be used Pour no concrete on frozen ground or In freezing weather on any other project except by written authorization of the Engineer Provide 316" steel lally columns 17. The engineer has not been retained for she supervision, on-site Backfill shall not be placed against the wall until the wall has sufficient strength and has been inspections and wrtlfiwtions as required or requested by the owner, anchored to the Boor above, or has been sufficiently braced to prevent damage contractor or local building department. by the backfill (Seddon R404,1 7) UPLIFT - CONTINUOUS PATH CONNECTORS Floors-WFCM Prescriptive Method Floor framing shall be rallied In accordance with Table 3 1 WFCM HIGH WIND EDITION USE SIMPSON STRONG -TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND DreflstoppingSeciion R502.12 Firebloclung-Section R502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT CONSTRUCTION CATALOG GHWD2 Floor Construction %* OSB plywood subfloor, fasten per Table 3.1 WFCM ANCHOR SOLI$ IN FOUNDATION USE: SSTS28 WITH SEARING'PLATE, SEE FOUNDATION ........ eta 'See Foundation and Floor Plane, spacing as noted NOTES FOR SPACING Fasten per Table 31 WFCM 2-24 CCA all with termite shield and sill seal SILL PLATE TO RIM JOIST USE: Finish floors per agreement LTP4'Ill 0,4. AT EXTERIOR PEA14ETER Wall ConstructIMUNFCM Priescrlptive Method AND GARAGEIHOUSE COMMON WALL USE 4 Bid NAILS AT EACH END Well framing and finishing shlall be haled and or Bomwed In accordance with Table 3.1 WFCM 1x6 Pine fascia, wrap GARAGE, STUD TO GARAGE BILL PLATE USE: SSP CONNECTO(q AT 1S"6C. Overhangsas rimed USE 4 Rd NAILS AT EACH END Vinyl ved colfits Vinylvented (TABLE 15,8 WFOM HIGH WIND EDITION) ROOF SHEATHINGATTACHMENT REOUIREI'TeNts FOR WIND LOADS (120 MPH 3 -SECOND GUST . 100 MPH FASTEST -MILE WIND SPEED [PER TAPI IF 11 a 1 an 54EATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING (SEH NOTE 1) (INCHES, O.C,) OR L SIDING FOR BN COMCHES,OMON NAILS BOLT BOLT SPACING (IN.) up to four(4) units vertical In twelve(12)units horizontal (33 -percent slope), undenayment (SEEPA NN H1'� 4' PlTSIM17TER EDGE ZONE16 DECK P O DECK PORT TO CONCRETE CONNECTION USE: N USStarting -E 6 (SEE NOTE 3) FOR CH POST - USE N4 - I6d ILS successive sheets 19 inches (483 mm), and fastened sufficiently to hold In place. DECK POST TO GIRDER CONNECTION USE: F 6 (SEE NOTE 3) INTERIOR TONE 16 E 6 F 12 (SEE NOTE 2J CONNECTION ChinI and Fireapawe-Cthapter 10 Energy Efficlency-Chapter 11 see attached report E 4 (SEE NOTE 4) GABLE HNDWALL RAKE AND RAKE TRUSS �UTS11 @ EACH JOIST 7(bQ,AgI!•OM4RADE1 F 4 (SEE NOTE 4J N • ,x 11 ar-ALINU Al r'Ary L tDGEe (IN.) F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH 630.48- FOR FRAMING MEMBERS WITH O.,IAGCO.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G, 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRU55 FRAMING MEIHBeRB WITH G70.4a. FOR FRAMING MEMBERS WITH 0,421!Gi0.4Q THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. 4. TABULATED 4 INCH O.G. NAIL SPACING ASBUt'16$ SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING M"M$ WITH 070.48. FOR PRAMING MRMBERS WITH 0,4211Gi0,49, THE NAIL SPACINGS SHALL BE RIbCSO TO 3 INCHES OO, Slmpeon Stror im 0816 114"COILED STRAP - 16" O -G, USE 4-01cl NAILS /i/`'� AT EACH 5TUD, WRAP I f I UNDER SILL PLATE ( MIN OVERLAP Ian 12" c 0 Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE 611.1- PLATE TO RIM JOIST AND Slding:Sw Elevations MTS 12, 16.O -C. ^ 'A"OSS sheathing, sea fastening schedule, Table 3 1 WFCM USE 4Bd NAILS AT EACH END RIM JOIST TO STUD CONNECTION 2x4 Studs @ 16" o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1W Gypsum wall board MSTA 38,16H O,G. 5/8' Type X GWB In garage USE 4 6d NAILS AT EACH END Simpson Stroll X" MR GINS In wet areae FOR CANTILEVER CONDITION USE MTS12, 16" O.C. ( 16 114" COILED 1/2" 5PACING-\�l At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4' lid NAILS AT EACH END STRAP WIN MIN 12" ALLOWS \\ Note drilling and notching limitations 1n figura R802 a(1) forbearing walla and figure R602.6(2) for non-Ibsedng wells, RAFTER TO STUD CONNECTION USE. OVERLAP AT EACH HOLDDOWN Follow exterior comer framinig detail figure R602.10.5 MTS 12, EACH ROOF RAFTER 5TUD INSTALLATION Roof Assemblies -WFCM Prescriptive Method USE 8 1 ed NAILS AT EACH END BRACING WALL PERIMETER Asphalt strip shingles shall have a minimum of 81x(8) fasteners per shingle (section R905.6) Undedayment application (Stiction RB06.27) RAFTER TO RIRI ' RIDGE TO RAFTER CONNECTION USE: ANCHOR BOLT CONNECTION For roof alcove of two(2) units vertical In Iwe1ve(12) units horizontal (17-pament slope), 0520 USE NAILS IN EACH END I AT EACH ROOF RAFTER BOLT BOLT SPACING (IN.) up to four(4) units vertical In twelve(12)units horizontal (33 -percent slope), undenayment 1 H1'� shall be two(2) layers applied In the following manner Apply a 1 &Inch (483 mm) strip of undedeyment felt parallel with and stating at the eaves, fastened sufficently to hold in place. DECK P O DECK PORT TO CONCRETE CONNECTION USE: N USStarting (5/8" ANCHOR BOLTS) at the save, apply 36-mch-wide (014 mm) shal of underlsyment, overlapping FOR CH POST - USE N4 - I6d ILS successive sheets 19 inches (483 mm), and fastened sufficiently to hold In place. DECK POST TO GIRDER CONNECTION USE: (CRAWL SPACE OR BASEMENT) For mot elopes of four(4) unite vemwl In twelva(12) unite PC44 FOR EACH POST 23 Ica Protection (Section R 9051a tion t In Highwind (Siectlan R 805.2.7.2) Unshing( GIRDER TO DECK JOIST CONNECTION USE: MTS12 B EACH J016T 15 Flashing (Section R 905.1.8) e CONNECTION ChinI and Fireapawe-Cthapter 10 Energy Efficlency-Chapter 11 see attached report GIRDER TO DECK JOIST CONNECTION USE: 3 , el -Chapter 12 �UTS11 @ EACH JOIST 7(bQ,AgI!•OM4RADE1 General Mechanical 13 ti• �r _ PORCH POST TO DECK LJ88: FLOOR TO FLOOR CONNECTION.'7- N Henerel Heating and Cooling Equipment -Chapter 14 Equipment -Chapter 2 - AC4 - USE 14 - 16d NAILS Duct Systems -Chapter 16 Duct Systems -Chapter i6 CANTILEVER CONDITION 5T Combustion Air -Cha tar 17 PORCH POST TO GIRDER USE 2 - AC4 P USE 44 - 16d NAILS Chimneys and Vents -Chapter 18 Plumbing-PartV11 PORCH ROOF RAFTER TO GIRDER USE: MTS 12 AT EACH ROOF RAFTER NOTE, MAX IT' FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL Simpson Strom AC g-Tle AT EACH POST 2" MINIMUM SIDECO)VER Slmpeon Strong -Tie SIM AT EACH P05T FOOTING PORCH COLUMN CONNECTIONS 1 3/4" MINIMUM - EDGE DISTANCE Simpson Strong -Tile U210 2X6 AT EACH RAFTER 4-I0d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLT5 AT 16" ON CENTER Slmpeon Strong-Tle 0210 2X6 AT EACH CEILING JOIST 4-I0d x 1 1/2" Simpson Strong -Tie U210 2X6 i AT EACH DECK/PORCH JOIST -� 4-I0d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS W Simpson Strong-Tle, s, FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR MAXIMUM ANCHOR ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING (IN.) BOLT BOLT SPACING (IN.) BOLT SPACING (X) USE S -IE d NAILS AT ANCHOR BOLTS) (5/8" ANCHOR BOLTS) BILL PLATE TO FOUNDATION 1 STORY 46 12 (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 3 STORIES 15 23 CONNECTION e! BOTTOM PLATE TO FOUNDATION � 3 19 25 7(bQ,AgI!•OM4RADE1 I-3 STORIES N o 6 36 5T NOTE, MAX IT' FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL Simpson Strom AC g-Tle AT EACH POST 2" MINIMUM SIDECO)VER Slmpeon Strong -Tie SIM AT EACH P05T FOOTING PORCH COLUMN CONNECTIONS 1 3/4" MINIMUM - EDGE DISTANCE Simpson Strong -Tile U210 2X6 AT EACH RAFTER 4-I0d x 1 1/2" NOTE: ATTACH LEDGER TO FRAMING MEMBER WITH 2-1/2" X 5" LAG BOLT5 AT 16" ON CENTER Slmpeon Strong-Tle 0210 2X6 AT EACH CEILING JOIST 4-I0d x 1 1/2" Simpson Strong -Tie U210 2X6 i AT EACH DECK/PORCH JOIST -� 4-I0d x 1 1/2" TYPICAL PORCH/DECK LEDGER CONNECTIONS W Simpson Strong-Tle, s, MT530C OR C816 IL4" x (� .+ COILED STRAP y{ TL AT EACH ROOF RAFTER USE S -IE d NAILS AT $� EACH END 0 STUD TO ROOF RAFTER Z w X a CONNECTION 4 � r Slmpeon 6tO COILED 114" COILED STRAP - I6" O.C. USE 4 -fid NAILS AT EACH STUD MIN OVERLAP IS 27' FLOOR TO FLOOR CONNECTIONS 0 SIDS r- ENDWALL c _0 CORNER STUD CONNECTED TO TRANSFER SHEAR 0 HOLDDOWN (FI -2-I6d COMMON m p NAILS AT 6" O,G, BLOCKING AT 24" O,C. ALLOWS HOLDDOWN INSTALLATION 00 9 0 0 0 0 2-I6d COMMON NAILS AT 10" O.C. CORNER STUD p CONNECTED TO \ TRANSFER SHEAR HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, AND WINDOW AND DOOR OPENINGS (WFCM FIGURE 3.1a 4 4.1b) PLAN Simpson BP WITH l I J SSTB28 WITH BP ANCHOR BOLT DETAIL RAFTER RIDGE BEAM RIDGE TENSION STRAP 0620 USE 8-86 NAILS IN EACH END AT EACH ROOP RAFTER RIDGE TENSION STRAP DETAIL • LU 0(�1 x (� y{ TL W $� fill Z lL X if 4 � a2 LU N o LL , '' L R, P.E PACE. 2 of 2