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HomeMy WebLinkAbout30229-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30818 Date: 03/10/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1120 WATER TERRACE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 6 Lot 13 .23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 22, 2004 pursuant to which Building Permit No. 30229-Z dated APRIL 8, 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 ONE FAMILY DWELLING WITH COVERED FRONT ENTRY, REAR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to ZOUMAS CONTRACTING CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0017 02/02/05 ELECTRICAL CERTIFICATE NO. 91838C 01/31/05 PLUMBERS CERTIFICATION DATED 02/01/05 HI-TECH PLUMBING tho zed S gnature Rev. 1/81 . � Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the folly. : , A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual na. a' .Ir 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% '. .tc:. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, c: ficate 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" ...n uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topogr., 1._.: features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of C �c ipancy 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 dwellii . .1 5.00, Swimming pool $25.00, Accessory building$25.00,Additions to accessory building$25.00,Business,. -.0.00. 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$15.00 f Date. S New Construction: NQS Old or Pre-existing Building: (check one)Q Location of Property: //aZ 0 (,j,#T6-/L TSR Ri4CE ' 8"Ilj -kt House No. //Street Han t Owner or Owners of Property: ZOt/w1A�i WNTieA.GTrNF Suffolk County Tax Map No 1000, Section 99 Block Lot /3 .a3 Subdivision 41V (rpt S Filed Map. 97d g -/Lot: Permit No. 30 Qol$ Date of Pennit. 0 Applicant: ZOvM CAN n _ ao_ - Health Dept. Approval:_ j� Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ a g'•0 0 C0 Z_ 308 i8 pplicant Sig[ Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application Number 1/31/2005 375 Dunton Avenue 91838C East Patchogue, New York 11772 (631)286.6642 Issued To: Zoumas Cont. Corp. Street: Lot 21 Water Terrace Village: Southold Zip: 11971 Town: Southold Section: 88 Block: 6 Lot: 13.22 Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor X Indoor X Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage K Attic X❑ 2nd Floor KI Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 43 69 92 8 3 4 Dishwasher Washer/Amps Dryer/Amps Oven RangeyAmps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 4 7 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 X / 1/20 2 Bldg. Permit: Other Equipment 40 1 200amp panel with main breaker/ 2 garageAR Alli ` 2oor opener receptacle / 1401220'1 a/c Isconnect/ 2 30/220V a/c disconnect/ 2 Hugo . Surdi 0/1 20V specialty outlets / 1 15/120V specialty President putlet 12 15/220V air handler disconnects Rough Inspection: 09/02/2004 Inspector: John McMahon III Final Inspection: 01/27/2005 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. %tfFOL tQ � 9, Town Hall,53095 Main Road 0 Fax(63; .. ,23 P.O.Box 1179 Telephone( 3-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / O Building Permit No. 30J.1 Owner: ZOuMA--Q ( ntv [AA-c77x( (please print) Plumber: at — 7" Pl yoia/Nrr (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum rs Signature) Sworn to before me this day of 20F PATRICIA RORRISON Notary Public, ,S6e ffi� ' -County NotLryPubl c,State of N )urk Suffolk County No.52+ern.3652 Commission Expires Meron-2B;i9�- ,h 3o Zoo$ rAj11JMAS HOME BUILDERS P.O.BOX 361 (631) 9294570 in 6 l:f R RIVER,N.Y. 11792. FAX(631) 929-5071 March S,2005 To Whom It May Concern: Please be advised that in the spring we will appropriately landscape the property at 1120 water terrace in Southold. Sincerely: willia mas 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. 30229 Z Date APRIL 8 , 2004 Permission is hereby granted to: ZOUMAS CONTRACTING WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY & REAR DECK AS APPLIED FOR PER PLANNING BD. C&R' S at premises located at 1120 WATER TERRACE SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013 . 023 pursuant to application dated MARCH 22 , 2004 and approved by the Building Inspector to expire on OCTOBER 8, 2005 . Fee $ 1, 728 . 30 —� Authorized Signature ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. 1 ECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION RE RKS: A�7 �az�— eA� t ic/ 4111 DATE INSPEC �C4�11 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMIN [ ] FINAL [ ] FIRE CE C MNEY [ ] FIRE SAFETY PECTION REMARKS: � J DATE INSPECT 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMINGr '1 [ ] FINAL [ ] FIREPLACE A C4 HIINN& [ ] FIRE SAFETY INSPECTION REMARKS: DAT ER'� f'-06K INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOyNDATION 2ND [ ] INSULATION [✓J FJRAING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ® INSPECTOR 76S-1802 BUILDING DEPT. INSPECT N [ ] FOUNDATION IST [ ] OUCH PI [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN,SHCATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE g � INSPECTOR ' TOWN OF SOUTHOLD PROPERTY RECORD CARD � OWNER STREET I 7 - VILLAGE 7D1S'Tj------SUB. LOT Z uJaie�-le�race � o c� Arvfel c��. �` 'P � �17z�r. ACR. i-73 REMARKS E 17 ,S 9 S TYPE OF BLD. �hecdor�-� ((, ela P LGu � t,s PROP. C3SI T LAND IMP. TOTAL DATE 2-75 z � 1bi v �r`5 2 0o t2 � � c., a c• c? " FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL LOT AREA 31,707 S0. FT. wNOTE: MAXIMUM CLEARING OF LOT IS LIMITED TO 56%6. F. FL. ELEV. _ 'L2.0' GAR. ELEV. _ 30,5 FVWf fOA APMVA6 ClQO� w IE!!Alejp.Y p�Iq,Y MPAOM1►BD �.�,,,,,�„ ' UMINN MINI VROAMM DA7'S onAPMVAL WATER \ TERRACE� 3> ° '✓ALS MPIr•1 �,� �A�)6 g� CSO R.33 ' 00 sj tY��� j f uL N N �S 1 (3D o- N � 1p N J ce»eQ��� v r I .m � e x 113 CONSERVATION EASEMENT 29, 18.91 N. 60.03'56" W. I 190.65' CEDAR POINT WEST LANE T :..a IOR A. IMENSIONSI GUA„ T11, „ - JOB NO. 00-520 FILE NO. ANGEL SNORES "DNN HEREON FROM THE SHALL RUN ONLY To'THE PERSOK rRUCTURES TO THE PROPERTY FOR WdOM THE SURVEY IS PRR- SURVEYED FOR INESOSE ARE FOR A SPECIFIC PORE PAR'_D, A"D G; l H'.. CEHAAF TO LOT NUMBER 21 OSE AND USE AND GLI:D THEREFORE SIiS TPl- CQ'.^e Y, GOVERNMEN -,� Np( INTENDED 70 GU:D`_ THE TAt �."_' ,..p ;cr,0!NO INsn• MAP OF ANGEL SHORES RECTION OF FENCES, OTAIIJING iU':C:J [f.::b p-^orJ, AND TO V.ALLS, POOLS, PATIO$, PLANTING TL:E OF THE LENDING NREAS, ADDITION TO EUILDINGS lk" P.G::+:. C F THE ARE MANYOrw_'RCOI•ATRUCT;C.,4. k�•T 'P' '- CE To ADDIS ARE fNSTITIITION; 02 SUBSEOUEN7 SITUATED AT BAYVIEW JNAUTHORIZED ALTERATION OR%DD 'IOLTION TO THIS SU.e!U:1 7_ r n TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK W'IOIAEW OF SECT:0:1 UZA OF SE,::„i F° HE END /RF9 f'-^ .NggT +�:t sup L:J:AT;aY eEA.::;r:c THE LAUD sa,mevc.a•s SCALE 1" = 50' DATE 12-16-2000 W(:'D `.FAL OR EM2C -_D L*U. N", T- c�r_EE _D ro rL FILED MAP NO. 9729 DATE 8-23-1956 GUARANTEED ONLY 70 TAX MAP NO. 1000-88-6-13.23 (REF. ONLY) DISK193 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR FT"' 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 HAROLD F. TRANCHON JR. N.Y. LIC. NO. 048992 631-929-4695 PENN. LIC. NO. 21115-E LOT AREA 31,707 aq. ft. J ow 1 ro a VA, line Ilv a er cl O VI, r � t 'moss, na v aallr v a�a SOMA v i rr rr w a MO�r r amara 5-6-2004 FOUNM71ON LOCATION as omm N mono"Now Mir WON we MNIPM w ie UaMr w e�wM�r w w�InR rYa.wws rw�. JOB me. 00-354 FILE N®. ANGEL SHORES wa'aaa u r s O a"aaawrar. SURVEYED FOR �www6r w�rrs w in now a A r wm v�s LOT NUMM 21 wv v iMl ra dot rte MAP OF ANGEL SHORES MMM ewes llaaa DWA.w MW w wt nwa lae aal wt NNW IM MM AIS rr wt r=w ue: wwrm MAO= SITUATED AT BAIMEW IrMf A• N�eM� MM Ala w 9a v�a lamer erraw dw��r rr�Mwrc w�wrr�.awo� TOWN OF SOUTHOLD. SUFFOLK CUNfY.N.Y. a!�M 1M allr w Nw aaela x Ula ommin ear w a SCALE 1' = 50' DATE 10.19-20OD IMMIM ML w A WAID aat AM. FILED AMP No. 9729 DATE 6-23-1995 CER7WW ONLY TO: TAX NAP No.(MEF ONLY) 1000-68-6-13.22 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. 8OX 616 r� F T�n 1668 WADING RIVER-MANOR RD. WADW RIVER. ^,^ NEW YORK, IV92 O HAROLD F. TRANCHON JR. PEW. . MD. �- 831-929-4695 E LOT AREA = 31,707 sq. ft. NOTE MAXIMUM CLEARING OF LOT IS LIMITED TO 58% NO MORE THAN 15% OF THE LOT IS TO BE PLACED IN FERTILIZED VEGETATION SUFFOLKCO'_ Y DEPa,,TPS NT C:.-HEALTH SERVICES APPROVALgOF CO,,l"—"/_v-TEC+V,,ORKS FOR A S;Date FES 0 2 7nn� rl.s. oz,; .eao.-(�ioo� ooi� The sewago dis o;at and t s�—^t ;,. \ F -... h-:.`r s e?ti:1syes a have bean tnspo�tzd.""nd'or cert:::.! 9 `L .L ; LIT. at c;.!i".' _CRIICiFSndtoYnCb T�+ be satistaa:ory FOR A t.";�,,:,�°�,rs_-Lr{^-- ticv;�OJMS. 000, VvaitarJ. Hilbert,P.E., I (e of Wastewater Management water O service 9p0, 83" ti0 � f 55' 27 / r 145.16' f 42" 27• L=35.93 52.517. 20" v drain O at 1�0. ro ? S� a 37.e C1 .4v NFc O wood o.eP deck CE % R B x C OXE NOTE: CESSPOOL. SEPTIC TANK dR WATER SERVICE LOCATIONS BY OTHERS. RIE 000ME OF NOff OF 1075 AO OR SUMU M 11-11-2004 FINAL SURVEY OF RIBLtlIq IF AIV. NOT SON ARE NOT OUVIMM kR 5-6-2004 FOUNDATION LOCATION TME 4F2M (OR OIM MMM SIM M HOMM FROM TIE SONICRAES TO WE PROPERN LIMES AE FOO A WMW C 140rME AM UE AND TEIaROME AE NOT JOB No. 00-354 FILE No. ANGEL SHORES MIMM RI MIME THE 090M OF FEMCM RETAMM A SAEA PCOM PATIOS, PUMfSO REAL AOOIIIOM TO SUALIMm OR AIY UPOEA mloRMxmnw. SURVEYED FOR UMMMM MM AL72WAN OR ANION YO TIO SUMFEY IS A VAXAT M OF SFCIl011 LOT NUMBER 21 770 OF THE MEM YOAI SOOE ENWOII VS. MAP OF ANGEL SHORES , SIA NKMES IIIOIGTED ME70% SPAL RSM ONLY 10 INE POWN FOR WHOM THE UMNEY a PIMPAMM NO OM HE nt7l TO TIE nRE DOW"r. oorawEEMrw_ SITUATED AT BAYVIEW A NN Nn LEMMA MIBSRUROM IIEIFD MAW. AO TO TME WOMM OF TAE - LEMMA lftl"U W 0llk% IIEES AE MOr TRAM EWSLE m ADWKM 1l IM,MUnow TOWN OF SOUTHOLD, SUFFOLK CUNTY,N.Y. - OR SeSEQUEMr OOIEle. CEM OF T+Es&WAY MEP Mm WAM TEE L" UNWEmSs fon SM on SCALE 1" = 50' DATE 10.19-2WO EMI SEN. "j. MOr E OOIIS EKED TO E A VLO TRW COPY. -- FILED MAP No. 9729 DATE 8- 23-1995 I CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-88-6-13.22 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1 l 1666 WADING RIVER—MANOR RD. WADING RIVER. NEW YORK, 1T792 N.Y. LIC. No. 048992 631-929-4695 =. TRANCHON JR. PENN. LIC. No. 2115-[ FIELIS INSPECTION REPORT I DAICE A COMMENTS FOUNDATION(IST) - Zc FOUNDATION(2ND) 6'� Z i G � O --- v H ROUGH FRAMING& > PLUMBING 9` N _ S r INSULATION PER N.Y. 1 STATE ENERGY CODE f ' 4 FINAL ADDITIONAL COMMENTS (�r� 1- �r - f o ,Z m O x ro o -- - O H ✓1O 2 J � v 0 � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT - Do you have or need the following,before applying 7 TOWN HALL' Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 ��9 � Survey PERMIT NO. 3t/V` -F-- Check' " Septic Form N.Y.S.D.E.C. Trustees Examined 3 d 20 Contact: ZOUMAS CONTRACTING CORP. -approvedx$200 Mail to: ED Rox 361 Disapproved a/c Wading River,NY 11792 �r�Iyl t2a Phone: g 9 'fS7o --- --� Building Inspector - MAR 2 2 2W4 APPLICATION FOR BUILDING PERMIT 4 Date 3 .. Z 209@' _ 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. '' " ' ..00. e. No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 20U M As 6Z-T&1ZT11JC- (Signature of applicant or name,if a corporation) 0P>0>-Q X61 wANNc- 9VIANr. ���z (Mailing address of applicant) State whether applicant is owner, lessee, agent,, architect, engineer, general contractor, electrician, plumber or builder cOW�Nt.-� Name of owner of premises 7,11M R—S C/SO nITitA c 7 vC 1; ?4 (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer In a ri Z(I A4 A-C U O (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: (� House Number Street O Hamlet County Tax Map No. 1000 Section Block 6 Lot Subdivision acv �G C:&f2 Filed Map No. 43]a Lot (Name) 2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction: a.* Existing use and occupancy b. Intended use and occupancy, y )59 Yh)cv D A0 Peir o 3. Nature of work (check which applicable): New Building_' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ZC-6a000 o 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 i •. i, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 64 Rear 6X- V Depth LIA 6 Height is Number of Stories Z xh 9. Size of lot: Front----AY-Re ar /9O Depth a03 n ' l 10. Date of Purchase 1Z Ad ame of Former Owner �e0 L�OvOi y 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: /a 13. Will lot be re-graded Will excess fill be removed from premises: YES NO �7 ��..pp N1'";'y' 14. * awes of Owner of remises Gpvna A�dress h go o -al w 0`"�` hone No. , %� 9-9T,70 Name of Architect Address so 0o A one No 'ao�e335/ Name of Contractor Address Phone No. 15. Is this property within 100 feet of a tidal wetland? "YES NO • IF YES, SOUTHOLD TOWN TRUSTEES 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 OFA `_ Z�eemg duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above arced, (S)He is theTaQ�jlo (Contractor, Agent, Corpo a Officer, etc.) o f 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. Swom to before me this day of %wA�� 200-3 Notary Public 'gnature o ' ant STEPHEN G.REM101,JR. NOLM PLSUC,TA 01 Now York G2-RE251965 Qulifiedin Sdolk . GENERAL CONS IMUCTION NOTES 20. Glazed opeoinfill [a wind-bornme debris regional(a� 22. Deallin Load fnformtioot a ling Sc edulb for lateral and shear connection requirements in Exposure-B&C 1. Ali work shelf conform to the 2002 Residential mile of 10. No backfill shall be pieced against the foundation walb within hurricane prow region within am mile of The m. Ground somor load:45 par tiumber of- nail spacing until first floor framing is In plece or brace foundation wanted memo high water line whom link wind speed IN b. Racins other than sleeping;II per and Description NEW YORK STATE,I.Acal Building,Zoning&The Common nails York State Energy Conservation Construction -1111plif outer third of 110(mph) 120(mPh) New 11. Double Jolorts under parallel pardflons and under 110 son per hour or greater or 120 ralles per bear,shall DL penally Code. ALL CODES shelf sufamede drawings and shall whirlintols. Double rram anound all openings to fillor meet the requirements of the Large missile tat of ASTM c. Sleeping nowes:LL-30 psf and DL-10psf ROOF FRAMING 4-8d 4-8d per rafter be Incorporated left drawings whether they am and roof"filing. E 1"6 wed of ASTM E 1886 referenced therein. d. Roulf- LL-30psf and DL-10 par Rafter to top plate (too-nailed) 4-Sd 41-Sid per joist Indicated on the piano or mt. 12. Metal flubing shall be pirovided were concrete abuts (R301.2.1.2) e. Roof with cathedral ceiling LL-30pof and Ceiling joist to top plate (toe-nailed) Ceiling joists to parallel rafterr(face-nalled) 7-16d 8-16d each lap 2. The reference standard theit Iss ullfived In the design of wood,and were decks adout home frandelf. m. Exception: Wood structural panels with a DL-15psr Calling joists tells ever partitions(iface-nail) 7-16d 8-16d each lap 3. Johis hangionst required at all limit structural load minimum Thickness of 7116 Inch and a maximum E Decks&exterior bmkoWa: LL--60psf and 3-ad 4-8d per tie late structure Is the American Forest& Paper Association I Collar tie to troffer(face-nail) 2-8d 2-8d each end (AF&PA)wood fimm construction nommell for ome-and bearlog conditions. gone of 8 firet shall be permitted for opening DL-10psf Blocking to rafter (too-nail) depth,, X. _'-M? 2-16d 2-16d each end two badly dwellings 19" high wind edition(80111-890- 14. All habitable morms shall be provided with monjoregate poffidee(jum, Panels idiall he precul to cover the g. Guardrails and boadmilin LL-20@psf 1 jolst� 2"Mill. Rim Board to raftef(and 11110011) depth, ex. Idge, valley or hip (toe_nall) 4-16d 4-16d per rafter 7732).THIS MANUAL sbO be laterporgued Into The glazing of a mhdmm of 8% of the after ams of that glazed openings with Attachment kmrdwom h. Attie without storage: II par and DL- Posif 1/3 Joist Rafters to i -nail 3-16d 3-16d per rafter �n The minimum opentable moral(ventilation),filing be provided. Attachmeut shall be provided as 1. Auk with storage: LL-20psf mod DL-10psf depth,M9K. Rafters to lodge. valley Of hip(face dravolings whether they are Indicated an the plaw or not. 1/6 Joist 3. Written dimensions short take precedence over scaled provided at a adahman of 4% follows; J. Seismic design category C depth,Max. WALL FRAMING it. 3-semad design gust wind speed of 110 mph or I U) Top plate to top plate(face-nailed) 2-1 Ild 2-16d per foot dimensions. 15. All door and window leaders to be 2-2x]0 unless noted Table 1609.1.4 110 Z Top plains at intersections(face-nailed) 4.16d 4-16d joints-each side otherwise. Fastener Schedule for wood plywood panel, derlin gust wind speed of 120 mph. liguir. 3.2a Solid 111, borl"d�"Mita 2.16d 2-16d 24"on center 4. The contractor prior to toot of contraction oball verify Stud to stud (face-nailed) all dimensions,existing or new and be responsible for 16. Vest dryer to exterior and bathrooms shall have Fastener Pawl span Panel span Panel so" LU 0 Header to header(faco-nailed) told 16d 16-o.c along edges mechoulcall ventilation where no window Is provided on Top and bottom plate to stud 2-16d 2-1 old per stud field fit. Type hos thant lam than/ less than/ Bottom plate to floor joist, band jont 2-1 Bd 2-i6d perfoot 5. All electricall and plumbing shall conform to all State; separate switch. Equal to 4' equal to 6' equal to 8' ENERGY NUM 0 Built-up corner studs 10d 10d 24" on center local,county coda,and odaR be Inspected and mpproved 17. Guarldralls am required where the difference In Greater 6 Z Built-up girders and beams. 2-inch lumber layers i Oct told by the governing agencies.General contractor oball be more than 30 Inches and openings in guardrails to be 4" 21/2"06 wood 16" 12" 911 1. The Architect wrtifla that to the best of his knowledge, Nall each layer at 32' oil center at top and bottom (Inches)maximuns.Hearings am required on stain with Screws or 10d beliefand pmfealomi judgement, the drawings am In responsible for all Installation%materiols,desitim,tic. Z And stagger nails. Two nails at each end and at each splice 6. All rootings shall bar an virgin,undisturbed moll with a 2 or man doing. (1113116.1) maik compliance to the MECcheck report for the Now York .M�1 11/30 malmum baring capacity of I,um per squere filot. 18. Smite element Shall be provided In each sleeping room, 21/1 #8 Wood 16" 1611 12" State Energy Conservation Construction Code e live Z FLOOR FRAMING July 3,2002. joist to sill, top plate or girder(Toe-nail) 4-8d 4-ad per joist 7. Poured in place concrete @hall have an ultimate outside ofesich separate sleeping ame In The Immediate Screws 0 St I dimand., 2-11d 2-8d each end still on each story of the 2. AD HVAC system shall meet the NYS Energy Code. It 3/5d Bridging to joist (Toe-nail) compressive straforth at 28 days of 30M polo except vicinity of the bedroom . This table Is based on a maximum wind speed(3-mecond got) Doubt.awl Blocking to joist(Too-nali) 2-8d 2-8d each end -nail) 3-16d 3-16d each block exposed slabs,garage slabs and steps shadl be 3500 psi. - dwelling.Imaluding basement and create.Als�aboll be are 130 mob and a 3341 mega nor height. shall be the responsibility of the General Contractor to Zi Blocking to sill or top plate(roe each joist IR4#2.1)concrete going comillorm to the latest ACII Interconnected and hardwired to a continental source. . F"thomn shall be Installed at opposing ends ofthe wood submit the Desigs and drawings or the mechanical PIM. -duht.d,. Ledger strip to Beam(Face-nail) 3-16d 3-116d if till.....5/8' joist on ledger to beam (Too-nail) 3-8d 3-8d per joist Standards. WHENEVER so miterintion,addition or conversion is structural pEnCIL system stamped and scaled by a professional ongineer Band joist to Joist (End-nail) 3-16d 3-Itid per joist 8. Joist and Rafter Flooding lumber shoill be DOUG-FIR#2 made to an existing residents,the enables detection a When Screws are attached to memory tolacco,they othall be required by the owner or building deportment. LL Hand Joist to sill or top plate (Toe-nail) 2-16d 2-16d per foot or better,II Fb-975 Link repetitive member 1006 psi. system of the entire realdence MUST be brought up to attached utilizing vibration resistance Bachm having 2 3. All glass to be double Regulated with LOW-E Singing and I I _J when used a studs to metal wind lamb Flo-liglial code,bordwilred mod Interconnected.(R317.1.1) retaliation oltimto withdraw capacity of 490 pounds. a U Sector-.35 milaimm ul I be attached with a minimum of Lord common nails spaced at a maximum of 6 inches on CL P-__ FLOOR SHEATHING shot him @pan and every sleeping mom 19. The Architect sbidi not be In charge or responsible for . The H�Owner Is responsible for attaching the plywood 4. All exterior doorm(Incl. Duemnt) to be Insulated with a panel edges and 12 inches on center in the panel field 9. Settlement with halifte shall have at least am Gleanable enwraency escape the construction phase offlook project,mod for thatio to lots windows mud own during 0 storm. 11135 maximum and they staff be woothembripped- Figur* 3.2h Stud notching and theories limits follows: Minimum mt closer opening o1I square feet, Interilmdall the construction drawing,Building to CODE Self�ckfslng and fire rated dome were required. cn Maximum nau spacing for Sit common Galls 110(mph) 120(mph) except grade Manor openings to be minimum ad clear mod obsening the quantity and quality 91twork being TAMIL!!".5012A) _J Sheathing location' spacing attionel at Intermediate at panel at intermediate opening 015.0 also" in(.Maxim=AW height to be performed. The Architect along wt haw control over or CLIMATIC AND eebs�HIC VENON CRITeRIA supports Edges Supports Inches above Rotor. Minimum not sister opening height of charge of and shmU not be ruponsible for the MISHIC T TO PAI= Pltom "ratest ice ruile-o I ri�c !U011 Edges a__� m5out " lie, 61 construction maw, methods,tmholiques,and sequences A. 12"O.C. a., F=A 6" -=1 r0L 12, 12" 24 lachat mlidmom mt clear Opening width to be 20 -A 511;P_ Interior Zone 151 12' 51 12' Inches.OU10.1) or procedures. le TIP Hetoowd FOOT lz� I =q LU 5I'1f­-J FnH�90 M-'" Perimeter Edge Zone 12"o.c. 6. 12* 6" 61' U) 0 �J" C-tj 544.1 16*O.C. 6" 0. �7 WALLSHEATHING TTACHMENT REQUIREMENTS 1114" x 20 gage-G185 maximum nan spacing lot oul W111-011 1111115 11/4'x 20 Una 1114'x 20 gage gaiv. Strop lvth7 .8d 110 (mph) 120 (mph) gaiv. Strap with 7-told -l"' getv. Strap Will 7-8d Common nails In much r'jMI0$'0J M-Ts. Sheathing location spacing at panel at Intermediate at panel at intermediate Common nails 16 mach Common mile In each End go 16'on center. Edges supports Edges Supports End a ifron center End C 16"on center. Or at each stud. Lap Or at each 4AICTE K strop under bottom of 16,O.C. 61 12* 6" 12' Wrap war railer and &!it and nail. Interior Zone 12'o.c. 6. 12* 6" 12' "ce tx� nail Glitch side. -AF-LI 4' Edge Znne 12"o.c. 61, 12" 6" 12" len O.0 12* 8" 6" 1, For roof and wall sheathing within 4 feet of the perimeter edge of the roor Including 4 feet on eatch side of the roof peak,the 4-foot perimeter edge zone attachment requirements shall be used. 12A.C.4"a OP 11/4"x 20 gage I�AC_Hl 511LIL galv. Strap with 7 -5d 1114"x 20 gage Common nails In each gaiv. Strop Who 7-8d Common nails In each End a 1IS'on conter. minimum embedment of 7"willf 0r2AT6AC4 .0JI End 4D to'on center 3"9 T square washer. Hold 12* Wrap over rafter and ort, A'� 6.g.'H 5,vo /9"a L"eloulf a off=from and hold 4"to 12"off nali each side. Wrap over rafter and 20 ­0�444­ TIP, e�H Mascriffoz, nail each side ��W. owth arid of each sill plate. E�C.A `14Z�Iiflz 9.Jf'.'J v -n Roolf-to-Waill connection la 00 -Sill plaii-to-wall connection No ceffina attached to tog plate -Wall connection Rafter-to-Ridate conned'on Cantilever-ov Foundation RoOfAo f X ej A4::1a0arL c*t­Ja­ PLO- is"T rJocention : Ridge strapsi are not required fst ,�,EA_ I'Ll"pil eA10 ft a say I ( �.j When collar ties of nominal 2x4 lumber C2 -4 4L 1'0 1 Located In the upper third of the attic space I Ila*x 20 gage G- CVL4(-T 2-1,wic-H va And attached to each palr of rafters. 185 gaiv Strop will 5 1114'x 20 gage 1114' x 20 gage COLI'le�-r1o'.1 �T 1-112, s,-ewr Nall each and of collar tie with 5-8d nails OLJ L11 iet oer^,L, 1 2-Vell, LA6 l!­LT5" -8d Common nails at galv Santo with7 -old gaIv. Strop with 7 -8d -.0 16"on center wrap Common nails in each Common mile In each C,1�rz-Zt�c_js j_j"N'L�L_C' under sill and nail To End 0 is*on center. End Q 16'on condor. C, - -r eA�ti cir,119 -f-- 6-Lowa-H 64 ^IT EACA 911:1.10 0 �a A a AIT II �A ALL I CONSTRUCT! SHALL .. .... N OFTH ES OF NEW Y K STATE, �A *e-p-II rPlI 'r/%ef�r L4F rU4AF4AlUMBFRCERT ATION All-0XV19-1 Of FL Se-J& A,&&VF- LEAD CONTEt iEORE 4 oll r9Awoott, CERTIFICATEQFC rLy w000 Fr^PJ SOLDER USEDI CEPITIFICA OF 1114'x 20 gage Tye eyl`� galy. Strall with7,Sd SUPPLYSYsTEA MAILING & CO CTIONI�- LJAu' 12.-Z 404_er1e�^L- 2.v,4 -------- Common nalis In saith EXCEED 2110 OF REQUI rkw 4141' -1- U4 490V 4,11 Forse W &.,04 End C 18*on cianter. "th,00 1 1 - r-1T'-:a 9IC-tco, ';W i ap-Jral-A 2 lq' 0, 9�' a, LJ' Io4l-n4 IA- I ciel o.� PLUMBING III'mow f2^�I­ "'-r EArH �jcm-or' ALL PLUMBING WASTE ZONE,-<- 10 -1.1.'TIMM al�. &WATER LINES NEED PLY WITH C HAPTER 46" S ING BEFORE COVERIN D DAMAGE PREVEN ION LocKOUT Foundation-Soll plate-to-wall connection Cantilever over first 114qjLW&A4eO 46A�V. UTHOLD TOWN CODE. W1 4.81 At garages wells FEE: 12-1-t-36 Jet mjc' NOTIFY BUILDING DEPARTMENT AT imla wasoll, SAM TO 4 Pill FOR THE IL 765-18M OULOWING INSPECTIONS�. Is *FA10.3 t: 0,%ILA6 6eka- ru)/w&V .7 1. POPINDATION - TWO REQUIRED owl c"t. 1, Pouffw-eehlaRETE ft'A� A r� Z ' 'f'y""0XI4 w1r, c,ow&w I RJUGH - FRAMING S, PLUMMG fill 2)( 1 tV PIA 44'-C.MW L7 eT;dj I.- 114SULKTION V-04cfavA 4. FINAL - CONSTRUCTIONIA(6T S (ZeIe'tA TJP &o1!,JEJLf�,L, �JaM A-rtvv a BE COMPLETE FOR C.O. KI r2oac-d tpl�-rAIL- H Piz ALL CONSTRUCTION SHALL MEd THE UPLIFT CONNECTIONS REQUIREMENTS OF THE CODES OF NEW r2_f-_(?LJlrLeJ1&J Some details may not apply to this set of drawings YORK STATE. NOT RESPONSIBLE FOR Li 6i W N OR CONSTRUCTION EAR0111111- Steel straps; ASTIA A655 Grade 33, except when 2x4 Conti...... U)a 13 (2wo: 1.1gailoacentil-ac Us. Calling John! In contact with concrete use 0-185 GAII StMp. 0 " '"', .11 /4 x ?.0 64�&E- DO NOT PROCEED WITH Gable End Trus. ------- FRAMING UNTIL SURVEY .1 Indicate J7 ON oe� U 2 TIC AAACY A F ER 0 C T E L D. D 00111 00 2.10.1 Not[, Bob's"a""""s uplift connections '5TIg'W "JiF FCUNDATION LOCATI Uplift connection details on SCH r7,6.1 HAS BEEN APPROV To trandiffer uplift loads from the roof assembly to the foundation. P;<�-'Ij. ENDWALII A(i *In-& Mail. Install at all loodering locallonin accordance with the datells or to [ Install according to the WFCM Manual. 5: A-- A d- LOCKING r this structure was dweign under: RETAIN STORM WATER RUNOFF o) � a The uplift connections to ad Cast., PURSUANT TO SECTION 46-100 Iiu)z 5 Olt Bc, BLOCKINQ q I,an oc, Exposure 8 category 2".4"nine%nulled to act, MOWN CODE. B�R brace with 4-10d twill CC, In a 110-mith 3-second gust wind speed �I I fJ 00 cwr2- tabT TIP, Pr- rieI JJ'44 SECTION A A", Using the WFCM iOOS high wind Edition prescriptive design. IR Cc"A�111. Gypsum Don't TO 5.11L.1 L--r 10 iiJ r___J "o.c. 20 e.g. strop 10 t�j I-J le, The orchl I has not ban Pj_,A.�J N.'11.of 7 201JISM1.111 minimal for construction T^4j_� Endwall Goods -10'rX U PA N CY 0 R figure of this project including -rHiz� PPLA:Poijo tpic_ supervision during oper-1 I'J ('1 USEISUNLAWFUL comtruction,traditional: pub"Inistrerflo". Inspections or WITHOUT CERTIFICATZervilmil the quality and Calling bracing gable endwall Ftlgtire3.Gb Floor bracing randwall OF OCCUPANI quantity of the work being fil DERWRITERSCERTIFICATE plurformed. REQUIRE6 I ' I , I i --- All- -- --_� -•�,-� � _ tl f �d to 20� 01� IZ-o,l t:UPS� Awr 1Z1,o ZO- 2' e�. ,J TS • 30 2. 2 St.y/II (� 1ciq u o� Z� 14, 14lot - 1 G 1 "' r ° 3oy� tayy 3'/= ,• x II'/8 Ifi cryo SI�j10 -t r 0 Pr,T rws�l : -re [o `�• rw� -' � �oalo - ' � � � � � v j WA - { ul p wau. SICK N1 i % _ III. $.u Z 3 1 I_ gu SII roe ,OI q" • i I ' �'1 q" ,(�, 4 1TGi -L � �0� QO � a 1=h1 - I I 1 f�(� I I� a .�� I 1 00 Q O to , �I — o0 iA•i -fo I I II `I r' S I[2- P i g ' a 41 I Rte N , E T , N 9° f0,(7 f2 . '4 ,2 a 3 .0/2 _ N qrl 2 u I T0 _ M 1 1II loll .I'a+1 g�wL `y pwSH N. Ti M „ p '� 2A �tru �B _ N1 2 to owl, `LVL, _ I Idll dtig ; 1 N�y I? F IZ s-SmokeDllecror rr I u I,1nLIv I �Q1 a E C-Carbon Nonoxide Detector «c1 L[�IC °� rrSN �" 1I S _ - NYdYf• OjI/ n " N Refer to gen. note#18 �, 6AL eo NY B.�^ a,dE• 2x14 mvdv - LNM _ (312%9 ,' I NOTE Union noted I) 9 '� I M�,o A� S G '�- V •1`¢, 13 -- Otherwise, :enter all windows In ' r rooms, cener above fixtures, �r I r N w I 0 I " I If g Ij ,I " y I' s and hold I fi off corners. I + tA C 2 8 �1 2 2 Q q CJ l 0 Q �[" tl� O Framer to%erify centerline of \„5g�e window over sink with kitchen 7, /_—(((�c.LQs (SEE Z� �� �' - _ ,,tt�� 1 S ,� 31 rD X layout plan Provided by Owner , / I II b1.,2 rroR it I It i PW n 1 J n I II -r or builder. �' / Ito • Pj bracer-i�) 12 , O - 4 14-O o �} W ?2 �OT� � 1 N Factory Bull fireplace Inserts shall be inealled in accordance ,'< with sectlol R1004 and metal , - t R i n , flue shall bo Installed in Q 1 �`� ,- vn 1 (r1 C V 11. W Z accordancewith section R1002 of the coda �[ - • ; I I� u x u I I" a > > > > 3 G/ -0 _ (� / M 5 2 Ion hi GYto _L a U W w w w PORCH 4),zx I 0 fA 0 X rC ¢ K 'l Refer todmaing 1' �u� lef�r 4.2X12 I P - q ' Page SCHA far ,d YINdL _P 1 - i►` ri i Porch detals and strapping , _ ; bre 01 V 1.•::.. y�'�� � � I WINDOIAB. FWH. FWG ' / n d - _ Plans indhate ANDERSEN - ' Q ill N j Z +t i 2' :Nv o provltle SIB'Firo Rated Gypsum' x - a 7 I) .51 -__��_ - \ 9 wallboard on wells and telling of Q^ ! N } senes 400model numbers. ` -- -- — yarpa n Per code sections N C`' V Z Provide LOW-E glass with a {- 1 (Z) So5z R702r1 sntl SM-1. Were garage• S " I• LV U w design presure rating of DP 11 - abuts dwelling-we W8'Are rated kl Q > 40wilh DPuP9rade kit. ll` !7 - wallboard on garage side end W C' I'�• ,— Substitutionsmadeupon /I`rr'�Ist/ O� (J Arcnted wallboard on opposite ' mW � � o � meetingM'S Code. See vF2g-I ypjR- G. side In eemrdenee aAln code " g O O o generanpes9,14,20 All wV h1/ff�J �'�� y ` seGlonR702.31nsulatewells OQ � � = p multiple ulits shall have narrow 5'(�r wmmon wIN beefed groes. N steel joimlg material or 2-2x � '= a o 3 '� 0 wood jacystuds between - - I it windows. i .Z'.p �' Q0 1 1 I' " I I d �I 91I 2 is ----`� 411 22 '-p� 'I Irl.�l� e 4v rir-cl�k� Pr rr 6-jlXa- At L, 0101710IJ5: A'- t:ar-r2scfJ D11 I (Z� TYPICAL ROOF Class A, Asphalt Roof Shingles W/six fasteners per shingles installed per section R905.2 Ice &water shield per code section R905 2.7.1 q1 f 16 lb undedayment felt Framing per plan with '/:" Exterior Grade Plywood Sheathing-see(fastener schedule-dwg sch-1) TYPICAL SOFFIT —� 8' Overhangs-typical 6'Wood Fascia&6"wood rake II boards, Full Frieze boards-cover in alum (optional) Q_JGYE* /gFJT Vented Vinyl Soffit Rafter uplift connections at all Bearing locations, ' `- TYPICAL EXTERIOR WALL J 2 x 4 Wood Studs @ 16"on center, Double Top Plate,Single sole plate, W Exterior grade -- r Plywood Sheathing-see (fastener schedule), Tyvec House Wrap or equal, Vinyl or wood siding, foundation-to-well- rafter uplift connection at all vpp, bearing walls. 'See dwg SCH-1 t( ' TYPICAL FLOOR UJ _ %" plywood sub goof, glue and G 9 I, nail as per fastener schedule q Floor joists per plan I i' w d Bridging per code-ail spans J — tJ _ TYPICAL FOUNDATION I c'1 ) A Ii - - ! CONSTRUTION — 8" poured concrete wall on 16" x • -8" Concrete wall footing, - i 1"Y LI -f i I-( 1_1/ 4. 11��1d( P ' Exterior Damproofmg(section 2x 6-heated sill plates, Sill seal Termite Shield, U no of O, p I ( ' Anchor Bolts as per foundation TEMP C V L drawing-hold 12"off corners y/� 10 ,Z, 2 p r Z— 'So -- __ max. Uplift strap connections at ,r (� all bearing walls See dwg l _( Q Z - -- — A� IwK �. SCH-1 GL. 2- s t io n" e �I�OEr–WAu � II ~d� INSULATION SCHEDULE J( ��arL r� 11 t '� �` p s Refer to the MEC check --(-� compliance report within this set II i /f I d ! I u /; i I a of plans or attached thereof `. 12 -� .'� I Z ' I p `1 1�,, G II _ .(p / Io _0 2J1 it 8 , O / / =) 41011 =� INTERIOR WALL FINISH Provide %"Gypsum Well Board �b n J IT u 0 = d 1--.- on ceilings And Walls except basements&unless noted, ` N - Moisture resistance%" Gypsum h �'a1Tlz- NA fcl I �, _ l w (1l"A'(I v " " Board In Bathrooms, and fire w i= G c I ` A resistant gypsum board as per 2xf� — N IIf "I �tl y R p code. r] 0 QtOIOE Uqtvl I _.J .��o `a rL It M' II -� _ �---- 100 Q It 509 _j0I rt 111z, IT I n II -1/Z"X � � SHIP �t I(1 ° — �rz/al_le l.1n LL (-. r^ u �i Zi'11 9 / X x l l 1 Ul I 2 cal 2xl�yN N _ 2 /; pgi!/ ° ��c �� `5 °i_. s_.. _ Bvobq '4— IPA,I l I M_ Ar " N '� K/JO5f5 Sri° e i I: 11 r IJ ULL- - -C verec( 2 , __o a Ries-: - AS, 1� 71- h I KIIALL x x � —� - -- to it (2)2X9 I—I —� _- ✓ w N MI 'I Imo— r ?> t7 YV y GloV.r� $i'¢nr12 U I J l•' I, 1''1``�l 1_ it-', N cl'� 7Ecc � Cv �- II �1E[c - - . ��SL I O ry� i II m ' i°14 x0 /tR 14" Z'0' 11U ap a in I o kb 14 LI) 2xgelto'ruo �q, 2X to Oy !� PET✓F� I (�— —I —= 1 — _ — p�ST. N N X O P�INSJI. Z2 Mlctka $ 2, Zxdg ., `0 JI �9 1 `v - �� �' Pt"�,H1 I I W Q rri N m vi Lii L) Q IY ([ Lu K i J 2°4° P1� to fel 16 _ b > a� I, tu I ij IU - Mr.2cE � Hyr11• /. � N Ar-r IG14w w ryc UM y/ O ? a Q � t,,OVATIo - „ EDA� //A XI11, D f`�IZ•��.- �ll �/ -t,F= AL1, IIpoz 2 2X10 J . ic) I i I --I-- r- i Z11 u 3 — 1 ' -- — — - - I FOOTING i 24'x 24'poured pier footing to dr— virgin soil for covered porcheszh ------ or 12'cont. Pier for decks, 4' , r � ccs Post-See detail on dwg ! sch-1 for detail and strapping. uplift connections. I Z --- - -- --- --- ------- - --- - _ loco �q � it ,l ?o �q 2•o I �yy �u `y J 2x8 or 2x10 treated Q neper lag v , bolt to frame with bolo ' At 24'on center with taco Cif is We Cy use 2x2 ledger board. I u Z 17 f&MNRB -S M N,' a I, u "— — _ 2 K II �O - 8n- &nche ils and s ,', ' I 11 Mir, �L _O concrete n Betelings, guardrail 4�Crdd to q Q 7.iD Ir o1 ryw � IR O ' u 1 Fr Provide 5/S"TYPE W Fire li Rated Gypsum well Board ., above the furnace as par New It. 4'conn Slab installed in Q- York Stale Code. n 4' I_ 'accordance with Q Section per -_ Provide bridgingaper bridging as code s fj typical all s -I ns. j�7 " I 1 �P 7 .1 ,a 1 17 Irl ICA-. V I qi an �— / a---` a ` J1.. —1 6yvRAi N u . LL _g I.0 T 2t�o 2�2x1TEc,n -- Port \ y >2 x Il b Mlcrt.a_I. I � z. 3o II ,. 30 ,` 1811 \ -_ J n I�CGp Gu ULrcfP. J - — - 0 P I ' -- �,` � ��t��T/ , I/ I r1 yY �0 14 tL �A f UJEV J ll.. N lsY Fl.ovn. 1 � IL I J IA _tl I sEE- FlazT �IcGI� , 01 10 � I 8 SII o � o— _ 1 I �� 12 ^� m� TYPICAL FOUNDATION _ 'A In accordance with chapter 4 ofLu New York State Code. J„ _ 0 xG�low 8' poured concrete wall on 18'x 8' WT�-&:Or-irr r`III MConcrete wall footing,exledor Damproo8ng,2-2 x 8 treated sillr(� �� \ -- --.__ ./ 1 G.Otjo, � l-f�� plates, SIII seal,Termite Shield.All foundation walls to extend to virgin N -- - - � toxf> soil and be full height walls or - - =1 PI'rG f{ 'i'D Cx'o F i ) _ construct step footings as per code G crJ 4. �-�� C \ H,r ' R403A.5 G112P i'- �� • 'I TYPICAL ANCHOR BOLT WmIl + I - ❑ _ to z M." Jv4c 1 w 1 story. " ®48'on center -- -- U 2 story: W @ 23'on center I I) (n ir minimum embedment of 7"with m Ul W = u77 --- --- -- tan colla- LW 4�� _ ❑ - M O o o 3' x 3" square dasher. Hold 12" I N m T O z off comers and hold 4'to 12'off a ify) _ - __ � ' 16 each end of each sill plate. li 17 � 9 Uplift strap connections at all u I I it I I I. - 0 Bearing wane. 'See dwg SCH-1 I• Ib QD - 0 2 'o I-'° I u ❑ Simpson PHDS Hold-downs 17 I If I 0 1 d pit:-0 , I Z 14 with 5/8"anchor and 14 SDS '/. - x n wood screws Provide at comers of garage walls and � / 1 II � , doom and at building comers- me orners- �,- meundation Ilan and SCH-1 detaI r o u N P T j !4 1 1 ( l 1 I IZv I� nJ 2t d" 12, v pi �aiCl ti .- LLE- IS i I I . I I I ' i n — TP _ I I I I I I I I rY j I I o I rS I II fi-4CLQ1Ci. 5f6=ps I � � , . 2v `y Y 12 R\/ —17 12 J 2 �I oFn.JV T �I 12 F 12 ! poop. oil I _ 2 . 2Xdo � � � ❑ wlr�o�� z ; 4" 21 i - L)QJI�❑ I ujNz — I wwZw � � — JTM n � � � _ g a 2 ? ovi i V t' i I a ° I''. N � as t ris�i I I I I I <FRE�A , / Orl- Cour I � I I I I I � a" a �r •, � e VIA TIO F.� f' �'�`�� _ - -- 71'uz i /� Nallin Schetlulb for lateral and sheaf Connection requirements in Exposure-HRC . 26. Gbmd operdogs In'wind,bo unto do"reglons(ansa 22. Design Load lofornlrna'■: ? 1. Aitirukakdualloe.walo wit .hutrk+w prone rcglomwllblo one,mlleafthet * m anGrourel snow loadt 45 P°f Description Number nail spacing NLW OKTAT$ Lee ;galM4g, oae!Te l iamctg le pIsecto ohlInsulation Outer third of Common nails r Cdo"Mesa bigewater Ilse wbord byle'wind speed Is b. Ronnie giber than sleeping; LL,40 psi and !�• span only 110(mph) 120(mph) New York So"IsmV C mmuansido i CoodraleNon 11. Donhla joists seder;parallel partitions and ander 110 metes per hour or greater or 120 mike perbear,shell DL-10pof " �- ROOF FRAMING ,Code.ALL CODES n�t.O�iA.-J>_rp'areed•drawings mod,shalt wWrtpuob,Double Inisto around ail upeoiop In fgor mat.do regdnrtKats of ion grgemfmlle test of ASTM c. Sleeping room:LL-30 par and DlrlOprf ® Rafter to top plate(loe•nalled) 4-5d 4-8d per railer be.lemrporatnl lard ilieowiags whathtr they an rid:roof ftfulgg. _ Calling joist to lop plate (toe-nailed) 4-8d 44-8d per joist ledlestedron the le ar sod 12. Metal flashing shall bo' rer•Ided wen concrete about E 301. and of ASTM E 1906 rothnosd Iheteln. d. Roof LL-30pd nd DL-10 par L- \ I Ceiling joists to parallel rafter(face-nailed) 7-16d 8.16d each lap Pte (SY P (R30LT.1.2) e. Roof week calhnlral calling LL470paf and Ceiling joists laps ever partitions (face-nail) 7-18d 8-sed each lap 2. Tee rofenres Bedard that wen Utilized lo IM deign of wood,sad were dmle abut home framing. a Exception Wood structural Pasch with a - DL-ISprf . z/4 Jofat �. Collar tie to rafter(face-nail) 3-ad 4-8d Per tie file structure Of tbs Amrkan Forest&Paper Association 13,Jobtf hangers required atoll Bob structural load mldmum Thickness or7/16 Inch and a maximum E Dodo & exterior balconies: LIF60pafand Ucn h Mnt. � Blocking to rafter(toe-nail) 2-Bal 2-Bal each end (ANIMA)WOO Anuw'mmtmetior counsel for one-and bearing Conditions. span of8 feet shelf be permitted for opening DL-lOpsf 1/3 Joist 2"Min. �r> I Rim Board to rafter(end nailed) 2-16d 2-18d each end two gm Ry dNenlngs 1999 high wind edition(800.090- 14. All habitable room■ earth, Max. i hmA'be,provWed with•gBnfate protection. P�neh shag be mat to river the Guardralb and handrail:,LL-200psf , v3 Joist I'' Rafters to ridge, valley or hip(toe-nail) 4-16d 4-lad per rafter P P f• Uorlly Mot. �\ Rafters to ridge, valley or hip(face-nail 3-i8d 3-i8d per railer 7732).THIS MANUAL sheA'be incorporated tato the glazing of■midmgm of OX of the Boor area of That gtetd opeatngb with Allachmert hardware h. Attic without storage: LL-10 par and DL- tOpsf 1/6 Joist dtowfiep whether Ihcy anti ldlmed on the pit=or rot: room The mUmum opanable ave(vmtlistion)shall be provided.Attachment shall be provided AS L Alt)c with storage: LL-20psf and DL-10pof _ depth,Max. WALL FRAMING 3. Written dimoloo ahaA take precedence over scaled provided at a rdYhmum DMX feline Top plate to top plate(face-nailed) 2.16d 2-16d perfect dbooleo, I9, All door and window beallers to be 2.2x10 unless noted J. Satemk design category C ///)'� Figure 3.2o soca sewn)Dial and rafter aoedelue ane boring limitsTopplates at intersections(face-nailed) 446d 4-16d joints-each side Table 1809.1.4 k. 3-second design grit wind speed of l eft mph or I V/ Stud to stud(face-nailed) 4.' The matsswtor prior to Ygrt ofcaotrmllon andl vilify otheswoa Fmteeer 9chminle for wood rdvwod s■nel: design of wind s 2-i8d 2•i8d 24'an center0 peal of 120 mob. W J Z 16d 16d 18'o.c. along edges all dimoibn,existing rr new and be respow"for 16. Vent dryer to exterior and bathroom shall have Fmteor Panels a Pend span Panel e an W O Header to header ate to Stud ) lel a ' Top and bottom Peale to slug 2-10d 2.18d per stud Bela Itt. � � mae6ectical reetttatbe when po widow,o provWad on Typo tem shod tem bled leas thud Bottom plate to floor joist, band joist 2-18d 2-18d per foal 5. AN elsd*4 red PMlmbing"mdarm to W SInte; sager"SNkch. + + + Built-up comer studs 10d 10d 24"on center )ae�r Ummogy'eodey sal Along be Ir united and approved 17 Ganrdraile are Equal to 4 09W q 6 equal to 8 ANERGY NOTES O - �'�` Built-up girders and beams,2-Inch lumber layers 10d 10d reypltrd wbsrc{he difference In g�f l r , Neil each layer et 32'on center at top end bottom by the g0v9redng agtil�tut`i0eude'sd'troutraiNM''sYA 6a umn the 30geekm aW'apan(ndt q gslm'Jnll'Zo4ra 4^ 21A^N6waod lb^ 12" 9^ Z v And stagger nails. Two nails at each end and at each splice r11sp'uwft,mw aA'ky1 o%#60.sambrgY;design,ate. (Who)mUlmam,tlsndfWb an required M skin wIM ��"-x4a,A�rcYllaat,syrUBer that)g the,hat of kis knowlodgq iL W ' rate Screws or 10d bellraud pro/taaleval Judgemaf,the drawhaga arc In 1,wnc."en'. mil.,via ar 6.� Aa�OWfInAs ehaA bMr4n v4ya,rmlWarbed sell wtth a 2 or mil daen.17131i:q J ,ant.m•ml., FLOOR FRAMING Wb state a q the MEation Construction for the New rwtly Z J� a w rdnleuam esmrtng mPasI1S of per uq'wro bell. 10,8meire a4rm)SkinbeprevMad In rick slespirag roam, 2211 g0 woad 16" 16" 12" State Energy conservation Comtrmtlon Cade efletive f1)' x.t.ar.wa.r Joist to sill,lop plate or girder(Toe-na10 4•Btl 4-8d per joist �I O ileal.ewe n.m~ewe Brldpinp to jolsl (TOe-nein z-Bal 2•Bd each end 7. Ibaead4plRil}eel�pM{s llluAllWeMtdgomq olagide nfeaoll aepla'erifc beeping nrragtbe lmlmdlaq SErews July 3,2002. _l Blocking to joist(Toe-nail) 2-8d 2-8d each end eonepn alva a millifll At- li'rlhya of 3000 pldr'aa}'up! vgisify,of the het irpp4 and or . spry of the s Thk qhq.k hand an a melmum wind Sped(3-seemd got) 2. Ag HVAC system shall met the NYS Energy Code.II Blacking to sift or top plate(Toe-natio 3-18d 3-18d each block espmsd shrba,M(ctAs ugM'sdatetejla shNl b 380Q pal. 0wettlug,laelading baiemeau ad eslInn.Atarm chap be of•130 mph and a 33-foot sman roof belght. shall be the rapons)bWty of the General Contractor to WI U Ledger skip to Boom(Face-nail) 3.16d 3•16d each joist (8+02,2)Cos er timluffismgtrms fo Use latest ACI Interco acted'Imid har is red to it mmmercW source. • pargmnr shall be installed at oppmlogonds or the wood subudl the Design and drawings of the mechanical ZI Joist on ledger to beam (Toe-nail) 3-Bd 3-8d per joist standards. . WHENEVER M attention,addition or conversion Is straelarol paneb. system stamped and sealed by a professional engineer if W - Band Joist to Joist (End-nail) 3-16d 3.18d per joist a. Joistand AtaBer F lamber than be DOUG-FIR 0 rode to an existing raddence,the smoke delestiou • Wherescnwa arc estaahso to mseaary/stucco,they shall M rcgdrd b I � ' Band Joist to sill or top plate (Toe-nail) 2.164 2.16d per fool y the owner or building departmnt. 'yr� or 6elgry;lrrl.f,FIr47 p4 repetitive arembev,1B06 pal. system of the men residence,MUST 6e bronght up to mgeb'ed mBtaing vibration resistance anchors having s 3. All glens to be double imudated with LOW-E glaring and FLOOR SHEATHING shall be attached with a minimum of lid common nails spaced at a maximum of B inches on Whom abed m stade.te resit wind lads Fh-1181ps1 code,,bardwlred And Interconnected.(8317.1.1) minimum atnm it withdraw capacity of 490 peauek. a U factor-.35 maximum coV/ ^ panel edges and 12 Inches on center in the panel field. 9. Basement with hublUlble space and every sleeping room 19. The Architect shag not be in change or rmpooible for • The Home Owner Is responsible for aluchlag the plywood 4. AB exterior doon(Incl. Basement)to he Insulated with a 1.4. abaU,hR"at lest nee opesabo emgeney escape m The construction phos of Ibis project,and For panels lot the windows and Ilan during a storm. U-.35 mximum and the shall be wealher-atrl ed- Figur* 3.2b Stud no tchher+ nnU 4orh,g Ilndte ROOF SHEATHING ATTACHMENT REQUIREMENTS f y PP J Maximum nail spacing for 8d common nails - lllown Mlatmam'op attar to be sg.of 9 tit net d Feel, and obs ring the mo slily drawangyBuilding be CODE 9clRclmiee and On rated doom were rcqulred. n,x„n:nnwuu°awct 110(mph) 120(mph) except grde Boor 0(leatnge to be midmun net door and observing the'gmmdty and gaatlty of work being - U) Sheathinglocation' spacing al panel al Intermediate at panel at Intermediate opening of 3.0 srinare set.Maximum o0f ht to be M rmeil. The Almli teel Shall not bevy austral over or x15 as 16 01 ❑ P g P P Peng heti llerfm - cLIHAno AND eeaeRAFtnc oroleN cmTetuA _ I/Zl foLy woolp TIP. Edges supports Edges Supports lochia shave Boor. Mlalmum est door effective balght of � charge of and shelf not he rmlwWbl for the I>J S I DE Q A. Jc44 Interior Zone 12'o.c. 6' 12' S. 12' 24 ine mddmum est time o width 10 be 20 construction memo,mtboda, tes °RO1'ro Wl+b aelanw 'ale-n_cr ro oAHroe mean HNretr ten sHte�n rwoo PjouJ 18'a.c. 8' 12' 8' 12' .Inehes.(8310.1) M or procedures. u, and eegnemw allow DanIeN oesleH IMFJeLATF4IT HAZAI.q W Q .�, LOAD eFlgD hrlpty GA,e00Ra' ,engager F mYH nar.n perm TLTIF. 14waxlD -9- 4a Fan lift G ,new res I.waAri ,reomAID to A�Oe WA •,,p�'• �*W�*'yy eft 1..1 >LI P•"J F N x79 o ��� Perimeter Edge Zone 12"o.c. 8' 12' 8' 8' iJ/ gfkjt �,,,lu� 18'o.c. .... 11N'z 20Bepa j7NP 2Yq WALL SHEATHING ATTACHMENT REQUIREMENTS yJ Maximum nail spacing for 8d common nails - Vis 4'M 20-ysgp•G1Q8 2 -fad w- H T • 1 ° 'r, 110(mph) 120(mph) 1114•x 20 palm eNv. Strap with y 4W 5•rtJDs Sheathing location spacing at panel at intermediate at panel at Intermediate gmv.81rllp 'j!-Bd .gin. 86ap With 7-0d Common nails with In each SIM 01.1 I"1 T S Edges supports Edges Supports COmrnmrt mesa hl each Common FNM,in naso � - � Erel 010"on renter. 15y+r - End 1e'on center. End 18'oil oemer. r"'4 .Inlerlor Zone 12'o.c. 8' 12` 8' 12' Q Or N'alrch Ned. Lr 1'.4J4rJ 16'o.c. 8' - 12' 8' 12' W rarer gilOr at smich.PAIPYKd `S12 JET Et-cH p r'strap under bohom of . s4I . tF `�`s+x a sill and hall.(aJtiHl v1Ed 4' Edge Zone 12'o.c. 8" 12' 8" 12' laNl each tette. Sam 8' 12' 8" 6- vfa1. For mot and wall sheathing within 4 feet of the perimeter edge of the rooe, Inaluding 4 feet on each sideaa __1of the roof peak, the 4-foot perimeter edge zone attachment requirements shall be used. - I"tVat, "� SILI. ' gagep with 7,•8d 1M4'x 20 gage nails in each gaiv. Strep with 7� 8d H5pyoxi��sg/g.'xR Lo _ 8'on center. Common nails in eachG' 1 mlMmum embedment of T Will - AW bTJt° End M18'on center./a'1 yah ab°LT a. 2l)'... ay° r rafter andu 2 �a.ogr f�y�mT - 3"x 3`*m ori wWmP. Hbid 12' a , ori A-v EL.cH BTJWUI lxariara and halal 4to 1Yoil naieach side. Wrap war rafter and glitch and of each Wff plata ( 6A J- f M4 4"reg nail each side. �ICf< v >t'1rr"� N•' rK^T ( E-cA mi.nRa� V I I ✓ ° ' pe T•e'` Roof-to-Wall connection I - - of grAo- idOe connection Cntlleyer-�(ef,Foundation Foun I[ n ' laijW-wall connection Ng ceiling attac d to,to Dl Roof-to-Wall connection I, ,I PLC- Jvr x1 cJ „i FtidgaatrapeM'nMrequited AtY1owlg NPIl- A'i Leaerl 0"' ot,ile. rl,6.44 Kf d__4-I 6L.E.JA-rlA-1 WAIL- Aw � �/tJ w hW arl%ifi "ofnomka12 lumber _ ... !uo l6br0. �p�.,,.1�� rrdE�- 'i't-I•»t eA0 ftta sR- -Mks .vca.. W PT lJ tifixlT = -�4.7n to HIM Loi,atW In the upper lhlyd of the alga space" ' 'f 1.115 4-lou�ov.•) �.PfUes o�L7 u1J,JO'TioJ LaT14F, e,.res,f, - And ltdtrlChrdttliayitgtlM.Wr■tgn. t85C.ogrpwit 3Q•i•o' � �� SLG oe'rht L- sof a.ya.e, uGTf-r:pj• Nag etch erldPf OOIIII)'lIF'tmtlh"d nails 18f eNv. Shap with 5 1 , 1114'x 20 1114'x 2g gsp• A-Jr0 oQ (H14 PAab �� d mon nNta at �qe it (�IZA VE GorIS'( I`,,daw'nrin - 16'an carrier wrap "`Com on n' its iiitj:each Comglarv.oro nail I ]�ach ' � q under age snd nail F.I,Gv`t(, Tb Common rales In each Common nolle In each . GOI'JI''fl J O41 ore AT EAe-H 5'run End Q 18'on enngr. End 10'an Catiter. )t(✓L /4r'EACN 9rnJf? oh AT GAGri 5 �J xdb Q^4 rNV AJ W I ILrt•1r1 '1 POFL /u L ou nraa.a ILiETWfSt J N17Q5e,j F%P T7r I.w„D To ref I Stl� a',@,wB d y u(s•xx sato _ p^'ftwµ 4 o.J., I�P'11. 91 PEfLl4 t2'(i�-R r`iV� Ft.rz�5rrs mweR rdAA,ro ^r. - cv.tsr� I `&r- •rl�pd°`'a�s1 E--'-jolyflAJOora �I.r:l '6i.' SPCc►IiJul 10^►r•Itlsl. I�rP.�p . _ I ' A",,`a WAWT 1-v,-rca+ wan. 11 •I-1�L11.111I ' I'fG fi-i?O'f-l'�tDtVi .d'r•Ib 1v4•x20 gaga j 1gr-M' o 7>'2 Rs+�u.J� gaiv. Strep Will 7,ad r �'I-uL ..Jr,JG, A1L. vigr�l,'�AV 2%�j Common nolle In each . LU ftdtMWV 9" i' ~ W ODIO �j'tl IP f�F.i CrMS End Q i8'on center. oe<ku ^ r, r3>rra-t �i1tl O, G. E, l.l. - sir4es n MT51Z .w . 2 1211 w to I Il)• hod Lw LS Wr•1 . Ik rLAr i -Ixt°,ixe,q 00. •6'T E.a.GI) Jplyl', "Ili ytHp...f cJJ+rpr �i0 Z -2rr11HnIL Nor fIp / + lyt ,oa " , � G Ej?undatlon-Sillljlata> to-wall connection 'Gantilgaroverfirstflcor, Wall-to-Wall JPLIFT \RM JLrs Myr 00.4. 4 Ohio •�t+� At garage wells . rsee;eTM✓5 �I✓ a n.aR� ( -teat 501.10 IJa°n ` EIJb W'APJVG - ; ''i cJJ SCH-1 •l4LP*10.7 i��fpy� y� �.y� ��q y jam/ '( - , YIr1PyeJ II ,)I,Iurt ul IAY ��'4 aJA4•�Gr�`�-'+J,��•r f°� f !;� wR/ ���1�1"`'1 I N4r!M1�. , MI 1 'ar. fbAMd. /y, y.� A 1 I P] '''l' I I,.+ - •..:- R 1• 1, pis n yy ,OI.,J_yj>� 1 NM.bA4dl/ IJ'MtoJ•/ 1Lrrr•�fG (y ✓ � f� l�`r1��•• _ V "\t \ NI to 1'u.'� I; YlwgGe I UJI l)4 corJ1,,/'1a , � / - " �T g� o aa'g o �a1�oAw� u4wo q•uKJ Poa" t�d:7AiL_ � 12�f"04 TP Csat.Ylega� )Jail. 41 UPLIFT CONNECTION - Hva I I J _ t 2.4 conumm^. - U!�• ?y 1 Steel pnttra WI ASTOorm details M AAgot llGrade 0A except When to this set of ^� , O u>cy' '•,� VA Theo NTN J J buonnl brace tit 6'o.n. Tnu,or caning Joist norate p' Zj t!l M loS cel ' aebb Fra Tram _ _ y zaon Nail. 1 `� Uplift connection detalls on 8CH-1 Indicate upltfA connections Ca4W, STReovV W/ 9 al D ENDWALL- - - STY arJtO ��It I.16 p jYJ ao.aa N.na To transfer Uplift toads from the roof asesmb too the foundation. etre lA I - oda Install aInstall ccotding.16 do WFCM Manuel.location In e ildtlf the detelis or j 04L*� g� ASH. _ U AaLT en cnnl.r Nau.m m• °°. - - BLoctimo The up11/t connaCtlons for aisle atructura•wae design under Lp Q r 2'a4"Block nailed to and, BLOCKING�•. 9lipu oc Exposure tis category elep� l�4^ OYr t { �P. FRY!e.) Tay, Imae web 4.1oa non, / 9600 Be, i In a'0!•rnph 3-se00f1d.guat wind s t lay e 3 0yretm Bond / s cnoN A•A Using the WFCM 4A9Arhijih wend E pn01g1fpgve tlehipn L li,l 0 ,I' w, 1� ,,., I I 6d Cnoler Nnlb al 7"ac, - 2a dna•at, - - I 7r4 15'f'e.1',I(> Cgs, IJ E:.�I v 11"I The arch TI IIS ♦ }otr�oiJl1 pCrw. if��uoss bnrwmistua. T'o .rL,..t547 �L,00ra6 _ i'~'f U°�tFli.`� �?<'fF•4LltiR. including "K4 4„ 1 phase eof this project Wonao � supervbbnduMag �� I 1� . -, , . : • , ,. . ' I.�fi /,� .. ':. .,Mfm� �kras��..�4su.ula y IAF vin� i.. a � y�ii Yr1'., '4 y��r • 1� �a,�� Rlgure 3.0a Calling bracing gable andwall fl uoo fjar ■olnlJ' obmrvIn{thagmtntyami V� ' i I i , I II I � nail IIP�oS I'o-Isl `vanaASN� "o:Sl °o ;�s Jb zr IIS 8 S S@°� to 10 I - 1i81n , I,r4lI TA aXI i U o � � oo"vlslh @rs �`r Al I /Ln le y ti N ol�cF 0.4,)1p1 a\SII x „ A\,� S� o� ",3F . . U e i � � I z ; V oIPaF � f, � 1'N4 •lel o)9T - I+0 LJ`I Ttfy - /1 -Irlll-IAW cN Wd �IL,I? I nP. { clo _ . . �� RIJ 1 ' � � fcS rJIM : 4Vo ©'N ti i. ti 14 Ctll X137- �, - 5,j OAM �J � l w7 yaA I I -U � I•Ai' -'�M n Q= I r i II"S`� I'p ___ - _ VI °j0 _ S\U• c` S ll' .N 0 .�` ` SI ).V,,�� [' N 'Y II���P. II I III I M — � '� " L) � • tr I%o ti Q,, �>v °aa, 8t unsiF 5 h ILI A1-,, -� Q v! �, I�, I I - 1 r I 'if I A0 �1 _ Sp r 10109190 9AOm2-2 71 GJ I' � S u J l n l., d l 17 4Z-°( p_ S'�`(sV �lil - 1 ] f , ,�.,, f7 lofoef90 ebixonoM nodls0-0 "� I' Px StE) MAJ ' . o4JIM PI xS\lS Vl ,3Gi? _ JW'8 �{4a11 ii I P� beton eesln0 :3T01d uj -p 01' II1I1 ,n �I- ni mobnlw IIs l9tns3 ,eziw,edl0 q 4 II I Q( I ( I a U, ,eslufxfl evods lslnsa ,emom Y r 4 II II II H l p I D ,5 I .Marnoo Ito"8t blod bns y p U1 P P.•S S � e •4 y M , I �\ /I,1egal2 ,. 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