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HomeMy WebLinkAbout30173-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z--30454 Date: 09/21/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1155 MARLENE LA LAUREL - (HOUSE NO_) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 3 Lot 3 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 1, 2003 pursuant to which Building Permit No_ 30173-Z dated MARCH 18, 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 ADDITIONS & ALTERATIONS TO E_{ISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EVE S. SEDER (OWNER) of the aforesaid building - SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2005690 08/16/04 PLUMBERS CERTIFICATION DATED 06/20/04 HELLER PLUMBING Aute iz� Sig tore Rev. 1/81 J/ 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.: 30173 Z Date MARCH 18 , 2004 Permission is hereby granted to : LISA LEENON HOLOBIGIAN G1 FERNWOOD TERRACE STEWART MANOR,NY 11530 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1155 MARLENE LA MATT/LAUREL County Tax Map No_ 473889 Section 144 Block 0003 Lot No. 003 pursuant to application dated DECEMBER 1, 2003 and approved by the Building Inspector to expire on SEPTEMBER 18 , 2005 . ^� Fee $ 320 . 70 i• / Au XoriZed Signature r C ORIGINAL Rev. 5/8/02 x . _ O SO iOL P0608 tt OW b CAR® OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER N / E ACR. l! .�-f1dkAY1 Lennon7 1� N ib' UILDING m.,n, Wg TYPE OF,B ES. SEAS. VL. FARM COMM. CB. MISC. Mlct, Value � j 27 Lk5 3 !LAND IMP. TOTAL DATE REMARKS/ I(Z. a J —n- 014f-I PA �_.- Lf Ei I .9aA k .. nor-r7� c�ic� r3 - N Llc— LZL(ac) 2.'7U0 .loaf 3r Ql— LI — — A AGE BUILDING CONDITION — 3 69—L 13933 94— iA/1 NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 tillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD -),j fir',; - -louse Plot DEPTH BULKHEAD Total ,.. ®„ �w DOCK r �gUFEOC�=�oG Cz To«n Hall, 53095 Main Road -Goj„ Fax(631) —65-9502 P.O. Box 11'9 y �� Telephone (631) '65-1902 SOULhold, Ne+v York 119.71-0959 �QI r_ ��Q BUILDING DEPARTMENT TOWN OF SOgTHOLD CERTIFICATION Date: Building Permit No. ' ®Q Owner: Please,prinCtt)/ Phunbz(�1L' (Please pnnt) \ I certify that the solder used in the water supply system contains less than 2; 1 V of 1°o lead. umbers Si-ma ure) Sworn to before me this aq day of ff{„c 20 #1/ Notary Public, T o jel W County teary phbr ,-51#0 of Mew vac'. NO. S2*4618e17 �M:al=fiEdin Suffolk Courd� Cer}. Red in+`lasa�,Cc t, u:mreis:ion Ezairca 30, •a�,,.� o O ctcfcl�rJ� c.nrJ� rJ� p S5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS S BUREAU OF ELECTRICITY cS 5 40 FULTON STREET — NEW YORK, NY 10038 S 5 S 5 CERTIFIES THAT S 55 5 Upon the application of upon premises owned by 55 5 REP ELECTRIC CARLOS HOLOBITIAN 5 5 O11 MARLENE LN MATTITUCK5NY 11952, MATTI UCK, NY 11952 5 S 5 5 Located at 1155 MARLENE LN MATTITUCK, NY 11952 5 5 SApplication Number: 2005690 Certificate Number: 2005690 5 5 S 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: C� 5 First Floor,Outside, C; S 5 S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S authority having jurisdiction, and found to be in compliance therewith on the 16th Day of August,2004. 5 Name OTY Rate Rating Circuit Type ' 5 Appliances and Accessories C55 Dish Washer 1 0 1.2 KW c5 � Exhaust Fan 2 0 F.H.P. S SWiring and Devices [5 5 Outlet 16 0 Fixture Cj SFixture 16 0 Incandescent ej Outlet 24 0 General Purpose 5 Receptacle 13 0 General Purpose 5 5 switch 12 0 General Purpose Dimmers 2 0 SReceptacle 3 0 GFCI 5 5 S S 5 S Sea. 5 S I of I 5 5 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ] 5 IN rrrJ� 1 ,�{, "• COLOR TRIM _. M. Bldg- Both x, 3y �� b a� b y (a Foundation �. / Dinette Extension Basement Floors K. Extension Ext. Walls tp r Interior Finish LR, Extension Fire Placer Heat FS DR. Type Roof Rooms 1st Floor BR. °Orth Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway 1 Garage O. B. Total LAWRENCE M. TUTAILL PROFESSIONAL ENGINEF�B - - P_O- BOX 162 GREENPORT,N.Y. 11944 (516) 477-1652 April7,2004 Mr. Michael Verity, Department Head Southold Town Building Dept: Main Road Southold;New York RE: Seber Residence Marlene bane Mattituck,New York Southold Town Building Permit# 10 17 1Z To Whom,It May Concern: li I hereby cer[ifv that 1h" rebar dowels have been installed between the existing foundation wall and the new foundation wall at 12" on center at the above mentioned residence in Mattituck. In addition, I verify that 2'-0" x 2'-0" x l'-0" deep concrete footings have been poured with 1/2"rebar.dowels for the front porch support. Both are in accordance with New York State building code and the Southold Toni building code. Since ely, aNwence M. Tuthill, P.E. tik a, 1 s =4w u n� rFsststa� W z�Fenny M Anber CENTERS *ma .GREENPORT LOCATION HOME A FLOORINGMATTITUCK LOCATION and MAIN BUSINESS OFFICE Box 1440 Box 2067 Sound Avenue Main Road 4 j ° Matfituck,NY 11952 . 'Greenport,NY 11944 01 ? t I [E `:` (631)298-8559 {631)477-0400 ! l�• FLOORING CENTER ''. (631)298-4506 C e June 10, 2001 a- 1 Mr. Michael Verity, Department Head Southold Town Building Dept. Main Road Southold,New York RE: Scher Residence Marlene Lane Mattituck, New York Southold Town Building Permit # 30173Z To Whom It May Concern: I hereby certify that insulation has been installed as per the plans submitted to the building department. It has been done so in accordance with New York State building code and the Southold Town building code. 7.7 LwATence M. Tuthill, P.E. S�pF rd€y Nce - r r®g a r �. w W p a 54-1 1 O 5� a s� tole, Tin sP \ aya \'S•1j e� i gn S '.7. as go& : _ e SURVEY OF . . PROPERTY ATMATTITUCK TOWNOFSOUTHOLD mm m 644 m 673® AFS i SCALE. 7" Nov z a 4 OT AbT8Fo-9MY M,NWx'767 F78S.Fk8lsEY A A MAW.a a Lh^. N�', X3619 �rAar�6 zusrA�iM a Y6p�rAs�t�Y nmA�,6 •a�►aF � ° .. NAF CG�S•�IR.6d �#.�� - f31®1 765 - nwmenae,p R C6ffiiY ffiSf 6r�dAk'77€7 .'dL 89f' R Q, 3P7 909 m�rNs��rAYlA�Ai1 NYfA9rmr . 3dlJPFf®LSBY N.Y. nsn 94®,9 f,9 BUILDING PERAILT EXAAHNER ClIFCKLIST DATE REVIEWED: j ,'sr ,04 APPLICANT: DATE SUBMITTED: /Z Z_,0*3 SCTPI# DISTRICT: 1.000. SECTION: �� ; BLOCK: j LOT: 3, SLBDMSION: 'A ADDRESS: //6 �uIE� Fr CITY: /mss ZONING DISTRICT: CONFORMING /YG BUILDING PERIHTS OPEN/EXPIRED: PRE CO.ISOR N -Z490TS % i�S j% BP s3 2f. -Z C.o Z- Af -f- - I INFO / BP 16109 -Z/ C/o z- I .7�3 , INFO BP -Z/C/0 Z- , ]NFO /BP -Z/C/O Z- , INTO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lor recognition.(CREATED before June30,19&3),UNDERSIZED LOTS FROM J-A-N.1997 nonconfcnning at an,time after TV! REQ. LOT SIZE: ACT. LOT SIZE: �,b t} REQ. LOT COV. 2. 7 ACT. LOT COV. 0 REQ. FRONT-- . PROP. FRONT l REQ SIDEto �i; ACT-SIDE REQ. REAR____?, PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: - ESTD f- TED PROJECT COST: 3S- ARCHITEC =n,��' _ t.- WATER FRONT? DESCRIPTION: �— PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or 1 , (BED #)c DTE: PERI\[IT#: TOWN SEPTIC RECEIPT: Y or Ig NEW FORK STATE DEC: PRE-DEC 91175 YES or DTE: PERMIT #: SOUTHOLD TOWN TRUSTEES: YES or 1D DTE- -,—.'— PERMIT #: TOWN ZONING BOARD APPROVAL: YES or-40 DTE: PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or Np DTE PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES or T NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):'DS or NO NOTES: I FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR 91-1 SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL j TOTAL: fj Cp SF FEE FEE FEE L ( SF)- (ASF)= .569 SFX$>3`' =$ 17C l-+$ 15D +$ _ $ 3QC�- I 2. ( SF)- L_SF)= SF X $ _$ +$ +$ _ $ 3. ( SF)- SF)= SF X FIN_ALL TOTAL: $ 3 G X73 �' 765-1802 BUILDING DEPT. INSPECTION [/j FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL f [ ] FIREPLACE A CHIMNEY [ :. ]A , .�� FI— „ RE SAFETY INSPECTION \ REMARKS:— L A,1 4 1, f a '_`,- n —s f DATE �. INSPECTOR a j i 765.1802 BUILDING DEPT. INSPECTION O NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G DATE INSPECTOR ` �J J 765.1802 BUILDING DEPT. I INSPECTION [ ] FOUND ION IST OUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION I [ FRAMING [ } FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: Dn� J c/7- DAT DATE INSPECTOR------------ / � �� - --- 3� I 765-1802 ` BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ],RAPLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL ` [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: d .,-4�-7,z / f DATE 6 1216k INSPECTOR ZL '� 765-1802 BUILDING DEPT. f INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION i [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION i k REMARKS: DATE �� � INSPECTOR ' ✓ ' j 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. (' [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ,r REMARKS: i 5 DATE INSPECTOR 'J L ./ t FIELD INSPECTION REPORT DATE C014Ll1IENTS (� a FOLN-DATION(IST) ------------------------ FOUNDATION (2ND) z CI. s ROUGH FR.AYIIlYG& m PLUMBING _ r INSUL TIONPERN.Y. STATE ENERGY CODE 17 3 r _ w••-�. once er t FINAL ADDITIONAL COMMENTS ' Z � m z � r Q ^? f [9 f � _ O z7 h 6 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKELST BUILDING DEPARTMENT Do you have or need the following.before dppljvtg° TOWN HALL Board of Health SOUTHOLD,,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 PIannins Board approval FAX: (631) 765-9502 Survey. Nt-%v.iwrthfoik netlSoutholdf PERMIT NO. 301,—+.3;—t Check Sep,4c Form 'i Trustees Examined 3'l1f ,20 4 Contact: Approved 3_JI 20 4 Mail to: Disapproved a/c ct Phone: - Expiration 1" - 120 1 Buil.-ding Inspector (Wo,. R-P-tL.I% APPLICATION FOR BUILDING PERMIT Date . 12003 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. it.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. , f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 19 months fib such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building.InspecLor may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit snail be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal c 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' _(Signature of applicant or name, if a corporation) �asl-o2o' aAzt-,L /JUWY(ILA (Mailing address of'applicant) /DD D3 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises EW, l7 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. i Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: //55 to-10- House o-1eHouse Number Street Hamlet.. County Tax Map No. 1000 Section /o00 Block y y Lot ® 3 " 03 Subdivision Filed Map No. Lot (Name) � t 111: tpp 145�. " st qt 7- I -1 a'r c•r •l 1 r %• u• and occup"ancy,of preritises and itttended use attcl occupancy of proposed constrRct on € 'a. Existing use and occupancy ��lla � tI�- LA d/IILU IR �Sf b 11G� lrrxf lf_ Intended use and occupancy IfJfn l �AntQil l I ��✓11X17G(✓ e of work(check which applicable):New Building Addition _Alteration i a e air' -Removal--' - . - Demolition Other Work i (Description) .stiA kited Cost 000, &D Fee 4 (To be paid on filing this application) . 4;V, number of dwelling units Number of dwelling units on each floor Ijh`age, number of cars N.,.. iness, commercial or mixed occupancy, specify nature and extent of each type of use. erasions of existing structures, if any: Front 3a Rear ZJ F Depth o2 1 '- " eight (-5'- 0 Number of Stories 1 1 'ensions of same structure with alterations or additions: Front - 3 Rear 32'- 3 pth 'moo'- �- " Height 15 -O`'., ' ! Number of Stories I ensions of entire new construction: Front �J�'- 3 y Rear 3 a' 3{' Depth 17 �ght 15'- C7` Number of Stories i F i; e of lot: Front Rear Depth to of Purchase Name of Former Owner L. ne or use district in which premises are situated . 6 oes proposed construction violate any zoning law, ordinance or regulation? YES_NO I ill lot be re-graded? YES_NO x-Will excess fill be removed from premises? YES_NO X dames of Owner of premises Address Phone No. ame of Architect 1,#V i 11%I i;AIG INl 1i Address U 1t"eVC4 Phone No c4?3-Gt q/Jif damD _Address Phone No. Aq W7 4.6. .Ids this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. Is this property within 300 feet of a tidal wetland? * YES NO :h YES, D.E.C. PERMITS MAYBE REQUIRED. I. ,rovide survey, to scale,withaccurate foundation plan and distances to,property lines. elevation at any point on property is at 10 feet or below,must provide topographical data on survey. �TE OF NEW YORK) SS: TINT-1 OF (J ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, He is the-_njn�_A (Contractor, Agent, Corporate Officer, etc.) E� t' said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application t all statements contained in this application are true to the best of his knowledge and belief, and that the work will be rformed ' the rer set forth in the application filed therewith. morn to before me this V of 20 -C1� Notary.Public Signature of Applicant `SIUORC. FRIED . r Pf P13I S+ste of NeW York }} Nc.09;:Ro070575 Qualified in KingsCount 7 irJVB'rc n-.nae,Mg 4,MnL Iy Aw 7" 7 olrin -�­I f—7 -7-7i �v Nk ALL CONSTRUCTION QUIR MEET THE R E I OCCUPANCY cI�S_n".Tjo� R-3 RE-S NEWYORKSTATE CODES OF USE E IG z 4. FIRE 6%so. Fr., • APPROVED AS NOTED AREA FsI) IRSTFLOMA�LA 18ASEMEt-IT 50 SO, Ft DATE: 31)'� )Lj B,P,# 30143?-' 12 U Z!po'-�o BY: 3 TYPE OF?Z0 FEE: 190111111H WIND EDITION WPOM, —4 DESIGN RIA RIPllVEDESjGk NOTIFY BUILDING DEPARTMENT AT 5 FRAMING ELEMENTS W-FOOMPLANSIANDS—EcTim 765-1802 8 AM TO 4 PM FOR THE _60ESIGN LOAD CALCULATIONS Eil FOLLOWING INSPECTIONS: m l 7 WINDOWANDOCHQUE Z 1. FOUNDATION - TWO REQUIRED g 1-1 19 ME MOTION*PAM 5, i FOR POURED CONCRETE IZ 9 NAILING SCHEDULE 7 MAW 7 2. ROUGH - FRAMING & PLUMBING SS - ME-DOM ANDWNDOW SCHEDULE PAGE 8 3. INSULATION 4. FINAL - CONSTRUCTION MUST �&R OIAG 70 IE 11 PLUMBIRG- RAM GE 8 BE C�)MFLETE FOR C.O. M Z& N &OR PLANS ALL CONSTRUCTION SHALL MEET THE 1131 FINE PROTE TRUSS DESIGN L REQUIREMENTS OF THE CODES OF NEW I 14 ENERGY CALCULATIONS ATTACHED' YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. A5PHALT NEW.�O YR. A5FHALT NEW 30 YR. ARCHITECTURAL ROOF ol I ARCHITECTURAL RW' ROOF HOU51f COMPLY WITH ALL CODES OF I NEW YORK STATE&TOWN CODES AS 7CIVIR w D CONDITIONS OF Sm=TMZM TAN swMaDm"Killiftem Tm7um TRII loHHi 5A N W r 09WM13ER CERTIFICATION&D CON TENT 00 tr kE OF OCCUPANCY 0 PROV, NEW 9ID1NG FOR GARAGE TO MATCH HOUSESOLDER USED IN WATER LU Irl SUPPLY SYSTEM CANNOT w of 0) EXCEED Vl 0 OF I%LEAD. (9 , PLUMBING a >_ a ALL PLUMBING WASTE < z &WATER LINES NEED o TESTING BEFORE COVERING X FRONT ELEVATION Z UNDERWMERSCERTIFCATE REQUIRED NOTE: CONTRACTORTO PROVIDE NEW ROOF a CERTIFICATION OF 51DING ON EXISTING GARAGE TO MATCH NAILING & CONNECTIONS PITCH -V.I.F. NEW HOUSE MATERIALS REQUIRED. MATCH NEW RIDGE HEIGHT wl NinwU2 NEW DPEEZEWAY ROOF CONNECTING EX15TING HOUSE GARAGE 4-4 FLOOD ZONIr , T Q.) X COMPLY WITH CHAPTER"46" P-0 LU FLOOD DAMAGE PREVENTION z SOUTHOLD TOWN CODE. z RETAIN STORM WATER RUNOFF PURSUANT 70 9 0 0 OFTHE TOWN �Uo� u_ EXISTING GARAGE REMAIN Lu 0 OCCUPANCY OR . .---USE IS UNLAWFUL OUT CERTJFICAI EP-4 ' CUPANCY NEW G NEW LOCATION FOR wrm FZ`3ACGYCSCREEN k GATE EXISTING EXT. SHOWER UAR ELEVATION 0 r - r 4 � 1_ ED co LEFT 51 DE ELEVATION --- -- - -- ..- - - - ----- - - - - ---_ Z --- w v m O z v r - Rll, H 51 PF ELEVAAT O 0322 Of Pe ., r F p 1/r O 21 1"X8" RIM JOIST •' - ' - SOF QE •�, - .. , ..- ,. ., - �; , f Y45Y BURIED' . " INTO" 50NOTUBC TO 2 . ONpTINC� -" Mo0l III v � Q I11zo ! rl xLl 'uNExCAVAr�a 111 N i I 1 I i 3 � I RUN DOUBLE F.1 EACH fl - EACH END OF DECK UNE OF FIRST FLOOR ABOVE •�, IL 8' P, CONC^ FOUNDATION - - _.— ALL N!/ P-4"X 12"d. FTG. - - PROV. W.W.M. IN WALL , SCAL�P,..EWEL,L WINDOW ^gILC&115T BY: PROV. 4" POURED CONQRE7E LON COMP:FILLW.W.M,G X G RBNF.NEW BA5EMENT AREA % o 15-G" iqzo REMOVE EXISTING BILCO STAIR ENTRANCE DOUBLE FLOORJOSTUNDER PARTITIONSKINCLUDING FOOTINGS, WAW -5" T-5" r'RUNING PARAiLELco STAIRS; ALLOW FOR ACCESS G.L. INTO NEW BASEMENT Rl'P^ ALL NEW AREA57O DA MPROOPPERIMETERFFFOUNDATION WAIL - EXISTING 13A5EMENT PROV. 1/2' RMfAA7R DOWEL5 NEW 5TAIR R RAIL; F@j(IS2 O.C. VERTICALLY WALL INE TREAD W/OPEN i AND NEW FOUND.WALL RISERS ABUTTING M PICAU, . PROVIDE NEW JID P. DIA. 5TRUCT.5TL, O COLUMN BURIED IN 2'-0'X 2'-0"X I'-O"d. c EX15TING 3"COLUMN5 POURED CONC; FTG. /�F FpOTINGS TO REMAIN e0x FRAME INN EIN (�INYERfOR STAIRS rot 2 77 71FX115rINC GIRDER - O - - - rw, Z . 2- 2"X8' F ,Nci I _xY2 Nl -U. 9 �� .REPAIR TERMITE DAMAGE AS REgWIRED ^ O - MUNDATION PLAN =1,�D O ' BOLTGFA TQGP-ExRlST .5 x �_ BOLTED I!2 U391541 G X O POST BOIjI P . opA0FE5S10NP\. _ 2-2 X 8' CCA G E IN l0`8f?NCAUBT.' - '2-Or X 2-0"°NC DYING - - - - R�p '-41/2---l ! /2" - ' . _4"x a° ceDAR PosTs s/a"x G" ceoAR ---T-1 ZI-- W/ 2"X 2" BALUSFEP5 DECK MATEPJAL W 2 FOEMED CEDAR PAIL C U. w SHOWER HffAD - -- - - - - - - - - Inu to o p la w� 1 , Iz BENCH/5EAi -_ - - ___ - - - - - o� LI PROVIDE TOWEL HOOKS ABOVE CK NEW DE . u I ; o �3- 2"X 8" HDR. � I - — OI O ABOVE (nP) W, ' \ O �� z"xa° RR.__� mI� 2"X 8" R.P, 1� I G° O.c w ui Ou G" O.C. cn 3 2"X G" POSTS Z) EX15TING GARAGE -� �I ro RIDGE - 2GGB 0 4 6 EXISTING RAMS. DfOUND. '; � 2666 � I PLISTING AME. DOORS E WINDOWS TO REMAIN CATHEDRAL CEILING CATHEDRAL CEILING 2- 13/4"XII 7/B" jL Q i— -- LVL RIDGE _C26 \ NEW 6EDROOM 5/D d A '\ reo y,in - �� dU � U " X8' CT_ _�.gu,i inn Z 00 OI o�� I G' 0 C x - RTDGE _ � ~ O o x --- 2"X 8"R R U O. 3 iv G' /�', 2668 G" OD Z IXISRIMG w Q NOTE.', /% d/ W IT LEM - _ - VENT STOVE DOWN " VENT NEW k EXIIT STING F- LU 'T - - moi. /a" X 9I/"^ F.J. BAYS I NEW 6A INTERIOP BATHROOMS O 2"X'8" R R711RU 2"X 6" a 6" O G LAYOVER VALLEY IFIL REMOVE EXISTING (TYP. ALL AREAS) 9 2'.X 4" P05T5 /—F�'TERIOR.50FFIT U ® SDP. ABOVE TO RIDGE - - - - - PLUSH I1EADfR. <{ - 3- 13/4".Y9 I/2" TVI Z ILI O o _�-- _ - - G" DIA HEINS FARM NED TOCOL O"DIA. -- J� \I� �—LAYOVER VALLEY 2".X 10P05T5 (TYPTENDO PEG.) i ..XIS F_5ATY1 AGI O' BEAM WER SOFFIT / 38-a" 50NO7UBE MINIMUM 36 �j I--= LAYOVER VALLEY co BELOW GRADE NEW FENCE BGATE— �0 EXISTING-KDROOM -, MATERIAL TO BE DETERMINED ao°',nm � T NeVV RIDGE - N 7. 0 HEI GMT TO MATCH EX O IX!571MG EDGE. WOOD BURNING STOVE FROV 8LE"TRIPWALLED aY n' VLJ CHIMNEY FLUE EXISTIIIG TILL HEAPTH AREA TO REIv1AIN F- 1 1= u1 P!"11- TO Z W EXISTING R P,. u] EXISTING RIDGE_REMAIN TO REMAIN U.Z u - = 0EXISTINiGLIVING ROOM G Y3EUROOM a ,^I O O [/ X 6" BEAMLU L4YOVEP. VALLEY I X 1' MIDGE w w 032259-1 @V N CA1111EDKA,L90FESSION�/ p ? xG ._. I �I^ XG" FASCIA � '� P.K. I- l 16'�O.C. - 3 7 2 2" X G" GIP.DEK-- L 6" I1BiG EPMACAST COLUMI I m O m N FI RST FLOOR PLAN I - ,PROV, USP 8516-RPI" CON EXISTING HOUSE TO: . NECfOR REMAIN; PROVIDE NEW 2. 133��qq X 1 1 71 " gASRCH1.Tg�U F 51DING t ASPHALT ROOF -LVL RIDGE SHINGLES VAXLLEYQ"LAYOVER I/2"CDX PLYWOOD - - 2"X8' R.R. -1G"0C. ( - 1 _ R-301N5ULATION'(TYPJ --�.. 10 INSULATfON NOTE: CONTRACTOR _ TO MATCH FASCIA HEIGHTS VENTED 50FPR - - OF EXI5T. AREA<NEW CONSTRUCTION _ - 2" INTERIOR PART ON - PROV. 3- 2"X 8.1 PROV. U5P.R5I r-R 12" _ HEADER ABOVE CONNECTOR , .ALL fM' 12 MOIS RE - i 12'GYP' ! TU - ^WINbOWS t,EXT. DOORS) . , '7 . BO 1' .'R-191N5U TION TYP A AREAS 915TANT B GYP. BD. LA W 7'-7 Il2LL TYP. ALL BATH AREAS 314" PLYWOOD TYP. EKTERIOR W 2*X 6"STUD WALL - - \\ 5UBFLOOR PROV, U5P RS 1 G-6 36' 7-3' CONNECTOR�OW.) HDR HT. F.H. TO SOFFIT NOTE LI NTH FL OR Tb Y.Lf. y„ Ery, MATCH W1 EXISTING FLOOR 2"X 6' CCA SILL PLATE HEIGHT W/ LOOTING FINISHED FLOOR PROV. USP LTBI6 SCAPEWELLWNDWELL SYSTEM BY - .. ANCHOR BOLTS QYP.J - -� . . GRADE ' .GRADE.TO F.H. , 2"X 12"P.J. Q 16"O.C, W.F. DOUBLE FlOQR JQ15T - - 9 INSULATION _ - UNDER PARTRIONS RUNNING PARALLEL - - MM. ALL AREAS) - - - v - BASEMENT 9nI B" POURED CONCRETE HEIGHT j FOUNDATION WALL,TO . PROV 4'"POURED CONCRETE I'-4"X 1=4"X 11_0"1 - - 51A6 ON COMP. PILL POURED CQNC. FOOTING WITH W!W.Mv 6 X 6 REINF. - UI NG SEC I'''10NECT � ION A "(If NEW.), _ - - 11 �90o fES6lONP� a 7 i 2 Z J PROV. USP FRAMING PROV. USP LSTA21 ANGLE CONNECTOR ><� 2"X 8" VALLEY PROV. USP LSTA21 PKOV CONNECTOR ONTHEFLAT CONNECTOR ANGL CONNEAMING_ sd '2 ANGLE CONNECTOR LAYOVER vALLErs \ i ,—a' x B^ RIDGE - —2"X 8" RIDGE 8 tCONCRETf �2"% 6" R.R m 16"OCON THEFLAT~ G' PP u 16"OGPROV. U5P RT6 PP,OV U5P P,T6 CONNECTOR —CONNEGLOR2_2'X 6" GIRDER I"% 6" EA5CIA W/EXISTING HOUSE VENTED 50FFITA/EK" BEA — " X IO' CPC PORIRM BOARDCPILING MAI" X 12"CEDAR PIM _? >"—J12" 6" CEDAP. PROVIDE 6"HB*G PERMACA5T COLUM14 CA F�'� PROV U5P D-SERIES RIM J019 F 16" O.C. CONNEQOP.R5250 30" PEtROMACASF COLUMN ONNECTOR, AN ERVIDF LL EX15TE W/ �GR'ADE 2- 2" X 8" CGA GIRDER q (nuJ In G"X B' CCA POST C uJ PROVIDE U5P PAU SERIESPROVIDC U51' PAU SEPIF_SCONNECTOR(lYP DECK FTG5,) z- 10" SONOTUBE TO -0"X 2' 0"X I'0"d 10^ soNoruBEru CONCRETE FOOTING 2-O"X 2'-0"X I' O"d CONCRETE FOOTING _ /2"X L ° Mb REIDALL `T DOWEL ( TYP ALL FIGS) O Z o BUILDING SECTION _ BUILDING SECTION W � 'T afm — FRONT PORCH BREEZEWAY ¢ z � o 0 z v EXISTING GARAGE -- --- 4-0 PROVSCREECEDAR SCREEn , WB'-3" - X A" WF I" CEDAR POSTEOFC P J FFOM5'��� 5/'f"X I" DECK �NQ ?"X l' BAI U57 ER5 '.FOPhOLD CEDAR PAII_ HAIICLLJ - 2' X 6" CGA LCh/q" X 6"CCDAf: NEW RIM BOAPD. U5C UB- Ca 1DECI MATERIAL � 'uH^GR cowblEcroRHOUSE2"X b"CCA F. � Of "X 8' PIMJOIST2"X8" GIRDER— -_OV, U5PPA.18 I-CA FJ a 16" O.C.MNF_QOP (TYP ) - F'OVIDE U5P RT3LL _ - CONNECTOR s U OING — FROV u5F eao FoonNGCONNECFOR C' X C' CCA POET < WROV N 5 REB) MIN F'GOVIDE USP PAU SERIES `". 2 4' LONG (IYP.) OIVIECTOF T)T` DECK FTG5) � 9` I w ., O C /UVJ' 0 X 2-0"X I' O'd X � P�1 POUREDCONC FOOTIFIG O x 1'-01 1) MIN, 3C' BELOW GRADE CONCPFTC FOOTING a . YID .'ir•1y W 1/"'X24" k5 REEAK DOALLfT WCL(h'P ALL FTGS.) 032259-1 P� BUILDING SECTION BUILDING SECTION opHOFES510NQ OUTDOOR 5f10WER DECK 3 GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All vrolls,2x4 and 2x5,to be stud grade or bMter'18"o/c. All other framing merariel TARLE 3.41,INODJOING'MAF10 3.0 Intent and framing details. They are Intended as a Construction aid,not a Substitute t0 be 02 douglas flr or better. 1Ba6 SBC HIGH WIND EDITION WOOD FPAME CQNBTRUd1'IONTMNU4L for generally accepted good building practice and compliance with current New York ';J,dNh'DESCRIPTION NAZI.QUA4ATY NNL.ORACING "' I �. state building codes. The general Contractor is responsible for providing standard 2.All wood firming in contact with concrete or masonry to be pressure treated. t construction details and procedures to ensure a professionally finished,Structurally" ROOF FRAMING sound,and weatherproof completed product. 3.Provide double floor joists under all walls parallel to floor joist span direction unless - RAFTERTOTOP PLATE TOE NAILED a•e'WALL,3-0d PERWFTER I I� otherwise speclfled. IMM WM.L:4W PER RAFTER 2.General Contractor to coordinate all sub contractors,scheduling of work,and CEILING JOIST TO TOP PLATE TOE NAILED a'�a"WALL 3-ad PEA JOIST interaction between trades. 4.Provide x-bracin or solid blocking St e maximum of 8'-0"We for all dimensional ISA'WALL sad PER IAP - " 9 g CEILING JOIST TD PARALLEL RAFTER FACE NAILED 0'4r ABLE 3:T EAEACH CH lumber floor Joists. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH IAP j 4 3.The general Contractor is responsible for ensuring that all work and ConsthKctlon COLLAR TIE TO RAFTER FACE NAILED SEETABLE3A PERTIE meets or exceeds current federal,state,and local Codes,ordinances and regulations, 5.Floor construction:"/V tongue and groove ptywood subiloor. Finished material to be 9Locwtva TO RAFTER TOE NAILED 2-641 EACH END 1 j' etc. These codes are to be considered as pad of the specifications for this building applied over s_u_bfloor. Glue and screw plywood decking to floorjoists. RIM BOARD TO RAFTER END NAILED 2-16d EACH END i I" and should be adhered to even N they ere in variance with the plan, swat.FRAMING !, 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. TOP pLATEPLATE TO O'{OP PLATE FACE NAILED 2481 • PERFOOT 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified TOP PLATES AT INTERSECTIONS FACE NAILEG 41841 JOINTS-EACH SIDE - STUDTo STUD FACE NAILED biB41 24'O/C 3 I•.i i.l . - S.The designer hes not been engaged for construction nuperviaion and assumes no 7. Provide full solid blocking under all bearing walls, HEADER TO HEADER FACE WILED led te•OIC ALONDEDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-10d PER 2X4 STUD responsibility,for construction coordinating with these plans, nor responsibility for 34511 PER2xe STUp K9I�in,�iu'. �czl construction means,methods,techniques,sequences, or procedures, or for safety 8.All beams to have adequate bearing at each end or as specified. 0841 PER 2x8 STUD - precautions and programs in connection with the Work. There are no warranties for a BOTTOM PLATE TO FLOOR JOIST. specific use expressed or implied in the use of mese plane. 9.All flush beam and joist intersections to have galvanized hangers. BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1841 •- PER FOOT, FLOORFftMKG 'I 6.Refer to floor plans,exterior elevations, and Window schedule for types and sizes of 10.Typical exterior Wells and roof to be sheathed with W exterior grade plywood or JOIST TO SILL,TOP PLATE,OR GIRDER TOE RAILED 4-041 PB8 JOIST windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated, Plywood to span over all plates and BRIDGING TO JOIST TOE NAILED z-ed EACH EFID headers. - BLOCKING TO JOIST TOE RAILED 2-8d EACH END 7. Door and window headers to align otherwise noted BLOCkINGTOSILLORTOPPLATE TOEMILED hied EACH BLOCK 9 LEDGERSTRIPTOBEAM FACE NAILED 3.184 EACH JOIST I`V 11. Provide Insulation banes at save vents between rafters. "IST ON LEDGMTO BEAM TOE RAILED 3.841 PER JOIST 8. General Contractor is to ensure that masonry and prefabricated fireplace BAND JOIST ro JOIST END NAILED 31841 PER JOIST construction meets or exceeds all manufacturers specifications and applicable codes. 12. Exterior flashing to be correctly Installed at all connections between roofs,walls, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1841 PER FOOT chimneys,projections,and penetrations as required by approved Construction 1111 9.General contractor to consult and Coordinate with the owner and the plane for all practices. ROOF SHEATHING 1 built In items such as bookcases,shelving,pantry,closets,etc. STRUCTURAL PANELS 4'RERIMEfE,f{EDDEZONE.ie•0/C-s^ATPANEL 13.General Contractor to provide adequate attic ventilation and mod vents. ed ANGATiNrEgNEDIATE SUPPORTS IN THE PANEL FIELD C]' q E 1O. Provide hardwmed smoke detectors,with battery backup,on all boom and in each INTERIOR ZONE-16"OIC-T AT PANEL EDGES AND IY bedroom,verity with local Code requirements as per Section R317,New York State 14.Provide appropriate soffit ventilation at Overhangs: ad AT INTEPMEOLATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING Residential Construction Code. Install Carbon monoxide detectors as per code. GENERAL PLUMBING NOTES PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHAIN 4-0 OF THE PIMETER LL BE USED,UINCiuDING 4' LINAPISioEO TrE ROOF ,THEY.m I E GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and OBUND SHEATHING safety requirements. a GYPSUM WALLBOARD Sd COOLERS 'r EDGE I IQ'PIELD t^+ " 1 General contractor to review plans,elevations,and details to determine intended WALL. TM4 " - IL Q D heights of finished floor(S)above typical grads. 2 If wait plates Orjoists are out during the installation of plumbing fixtures or STRUCTURAL PANELS (EDGE ZONE-18'OIC-C AT PANEL EDGES AND I2•AT 1f+�. _ I equipment provide bracing to be framing back together. ed . INTERMEDIATE SUPPORTS IN THE PANEL.FIELD P ' INTERIOR 20tre-16'G'C-CAT PANEL EDGES AND 1Y "t 2 All footings to reel on undisturbed soil. ed . AT INTERMEDIATE SUPPORTS INTHE PANEL FIELD GENERAL HVAC SYSTEM NOTES Q T FIBERBOARD PANELS ]/18' 60 3'EOGE/a•FlELD 3.Provide W expansion joint material between all Concrete slabs and abutting 25x92" ao 3•EDGE/e•FIELD concrete or masonry walls occurring in exterior or unheated interior areas. 1.Mechanical subcontractor is responsible for adhering to all applicable Codes and GYPSUM WALLBOARD Sri COOLERS r EDGE/1o'.FIELD safety requirements. 4'SWaE ZONE-IW OIC-W AT PANEL EDGES ANO IT AT Q 4 Concrete on 4"sand or gravel fill minimum,with 6x6-10110 wire mesh reinforcing RAROBOARO 841 INTERMEDIATE SUPPORTS IN THE PANEL FIELD e[ Interior slabs to be placed on 6 roll.stabilized polyethylene vapor banter. 2.HVAC subcontractor to full coordinate all system data and requirements with the I�20rIATE S"SUPPORTS PANEL EDGES AND/2^ Q Y Y q s0 . AT INTERMEDIATE SUPPORTS INTHE PANEL FIELD IY IA equipment supplier. - Z 5. Provide crawl space ventilation per local code requirements FLOOR SHEATHING d' 3. HVAC subcontractor to provide final system layout drawing and submit It to general STRUCTURAL PANELS-V OR LESS ad e"EDGE I IT FIELD c�L+7I 6.General Contractor to Install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approvalARSHEATHINGrD - - ILI lA E BARED ON I IREME TSF TUR, IF AILS I LELE . A between all wood surfaces that are exposed to concrete or masonry surfaces PANELEDGE TO OBTAIN HIGHERSHEAR CAPACITIES,WILING REQUIREMENTS FOR STRUCTURPL MEMBERS SFyLLI BE ODUBLED.OR ALTERNATE NEW CODE CONNECTORS.SUCHAS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH 7 Dampproof exterior of foundation with a bituminous costing as per Code and soil ------_ _.- _-- - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILSSHALL BE PERMITTED TO BE conditions GENERAL WIND PROTECTION CONNECTION NOTES IREDUCIECTO 1018d NAIL PER FOOT. Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99 and 1905 SBC High Wind Edition Wood Frame Construction GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction L Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A Continuous load path between footings,foundations walls,floom,studs and root framing shall be provided. _.__-__._,_....__._._ _ 2.All interior walls to be covered with YP gypsum board with metal comer reinforcing. STABLE 6H _.._.t.. ._1__.-.___ . _ TABLE 3-T WIN -_ TI U Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the IFRA WC-HIGH W IND N MA N WOOD - 1 CO SBG HIGH WIND EDRIOti-WOOD FRAME �� Standard Budding Code,Table 2308.1 shall be installed In accordance With IFRAME CONSTRUCTION MANUAL _ CONSTRUCTION MANUAL 3.Walls common to garage and house to have a layer of 5/8",fire IS gypsum board manufacturers recommendations. TRAF7SR ShSdt7TW Old _ RAFTER SPACINGNG 15 OIC w at garage side with 5'-0"return on adjacent walls and railing Manufactured lumber jt20 mph FgSZ ST WINDEPEr- __ ROOF�PITCH ROOF SPAN requires 2layers of 5/8",fire rated gypsum board. 3.Metal plates,Connectors,Screws, bots,-and nails exposed directly to the weather or ROOF ROOF NUMBER 12 20 28 39 Q subject to Solt corrosion in Metal emus,shall be stainless steel or hot dipped 3:12 5 '@ 11 14 - 4.All beth and toilet area walls and ceilings adjacent to wet areas to have water galvanized. SPAN Rl OF NAILSanized. - - - - 4112 . 4 @ 8 11 - resistant gypsum board,or wall file set on wonderooard or equal __ _ _}:- __-. .__ _12_ _. _3 5:12 3 5 7 4.Whom windows and doors interrupt wood structural panel sheathing and siding, 7:1 .� _ _ 78 __-_ __4 2 S 4 6 ' a framing anchors or connectors shall be provided at the top and bottom of cripple ._ --_ 20 ----, 5 8: 3 a 4 5 DESIGN LOAD CALCULATIONS etude,header studs,and at least one stud at each aide of opening. _ - 8 - __._6 12:12 3 S- 3Fy, MINIMUM UNIFORLY DISTRIBUTED LIVE LOAD$ Muff) 5.Ridge stop$Shall be attached to each pair of opposing lefere except where Collar - - - EXTERIOR BALCONIES BO lies of lx6 or2x4 lumber'ls located inu pell erthird of attic sand attach to each pair ^12 - DECKS 40 5.12 _ 3 LU Of refers. NEW ATTICS WITHOUT STORAGE 30 19 -4 f{ ATTICS WITH STORAGE 40 6. Upllf connectore shell be provided el eBCh reflerbeadng. ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 7 Floor to floor hold-downs to be provided every 48,and every 16"within W of exterior - -- . comers. CRITER A FOR CALCULATION Of DEAD LOAD A TUA ECrb OF MATER AL R C D A.I. 6.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 1 3 2 - ARCHITTURALGRAPHICSTANDARDS with anchor bpffe having a min.bob diameter of$18"and 3"x Wx 118"weshers, A "-- -� 1-6 -"-,.3 " �� 4132254.1 tl�wf 1 minimum of one anchor bolt shalt be provided within 6 to t29hcfnM of each and of 20_ - 4pAOFESSIONP�' ' N each plate. Anchor babe shall have a minimum embedment of 7 Inches 1n Concreld GR UND SNOW LOAD 145 lbs, maepary foundations, Anchor bobs shall be located within 12 Inches of MRleraand"let 26� . i:M&IV ANLL'-00~H00 0600 C SEISMIC ".spacing mAoxCeeding 4'fsM an center. _ - 32 DESIGN CATEGORY7:12'12' _ 1@ �__, 7 T.fm MODE i IND THESE NOTES ARE GENERALCONSTRUCITON NOTES_THEYARENOT - 1a DECAY" SU To WIND SPEED 120m h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY.ARE TO BE CONSIDERED AS 2 4 I- TcMR. 11 " EXPOSURE CATS ORT B GENERAL Ld'UIDEUNES ONLY AND SHOULD BE DISCUSSED WITH YOUR - -4 - ICE.SHIELD UNDER• AS PER ACN RS GENERAL.CONTRACTOR BEFORE CONSTRUCTION BEGINS. - - UAYM HERE . SPECTFILA- fyTE'OO�IE STRUCTURAL_ _WO. OD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OFIM MPH MECOND NAND GUM (MAXIMUM MEND ROOF HEIGHT 351 - � ;WINDOW AND DOOR SCHEDULE MULTIPLE SECTION ASSEMBLY1/4" THICK BOLTS pmBol MODEL NO. WINDOW TYPE CLEAR GLASS IFFE�_JIVE 'RF.',,5URF TP 1.0,0 1 E,�l I Gl N 1 [3[ ',!(_N A TW2452 TILT WASH 5.07 8.92 10 4 25.9 - -2$:7 ' 30 � \\ Al TW2452 TILT WASH 5.07 8.92 10 5 25.9 34.7 50" ,0 1 B CN135 CASEMENT 2.70 4,00 10 4 25:9 -28,1 - 70 C AN351 AWNING 1.50 4.00 10 4 25.9 -28 1 30 - C11 AN351 AWNING - 4.00 10 S 25.9 -34.7 50` !i�II D 257GD6068L NARROLINE GLIDING DRS 14.72 9.92 - 50 5 23.2 m29. 40 1.1`iI , ,_/! E 257GD6068R NARROLINE GLIDING DRS 14.72 29,92 50 4 23.2 -25.4 - 40 l�� Et 257GD3388S NARROLINE GLIDING DRS - 29.92 50 4. 1 23.2 -25.4 40 F AR31 AWNING 1.30 2.70 10 4 25.9 -28:1 30 11 F7 AR31 AWNING - 2,70 10 5 25.9 34:7 0" I� G G54 GLIDING WINDOW 7,70 13.30 20 4 24-7 -26.9 30 j H RV2587 ROOF VENTING 25" X10" 9.70 10 1 14.9 23.7 25 I VSE 106 VELUX ROOF VENTING 4.11 ' 4:60 10 2 14.9 501 58.7 KITS \ EX EXISTING TO REMAIN -'PROV. ANDERSON HP TILT CONVERSION i ! � IBE ANDRSEN HIGHPERFO- RMANCE_IALL WNDOWS-O J t _ . jCALCULATIONS FOR VMfNDOWp BASED UPON EXPO URE B _ _ - - -'MUST HAVE DP UPGRADE KIT. T- I' COEFFICIENT 1 0 WITH 120 m h BASIC WIND SPEED AS PER E (MEETS NY STATE EGRESS REQUIREMENTS {il-_ ''TABLE R 301 2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE f ._._.-1 _ . _ . . ELEVATIONS ' TOM C)Ti i - 6 BE - - \ WALL OPENINGS INCLUDING W _INDOWS AND ODORS SHALL BE PROTECTED WITH REMOVEABLE 5l8 WOOD STRUCTURAL PANELS CO (WITH MAXIMUM OF 8'-0'1 N. ENE SPAFASTRS FOR SPANS UP TO1 -0" SHALL 2 1/2 M'8 WOOD SCREWS AT 18 O/CFA _ STENE_ RS I _ a � \ O i - w � w SHUTTER ASSEMBLY \ - 0 .- @ FOR PANEL SPANS:0<4%0"WIDE SPAN O TABLE 1609.1.4 - 4'bPwF�Ri O ROOF 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4"1 14 Z USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES -� LABEL ACCORDING TO LOCATION ASSEMBLY' ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR ATTIC -- ------------ -: _ -------- STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER BATH 2 --• BA(H 2 ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I #10 TEE NUTS ATTACHED TO BLDG.W/#10x 1 Y'(W/WASHERS)MACHINE BOLT @ 12"O.C. 11112 1114 in 1 IM 1 Irz LLL y? WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED W. �n UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. _ / W. -- �j 1, �I SHUTTER ASSEMBLY ---- - - B--� �. - 3 - 11� ,1. --�,F9-- - ,__- „� -- I FOR PANEL SPANS:4'-0"OR WIDER SPAN secoaoFLooa r 1 13 + _ SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. U NOTE ADDITIONS. 2x4 STRONG-BACKS @ 24"OC FIRST FLOOR ----- --"�,- -------- -- ASSEMBLY: _1 1). PREASSEMBLE PLYWOOD TO 2x4'S.# 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL _ 1 WOOD SCREW@ 12"O.C. �'`"_-7 j __" TO SUFFOIK � I'i' 4-Cl. COUNTY DEPT OF D - HOUSE HEALTH SERVICES Z ALTERNATIVE FOR OPENIN-G PROTECTION TRAP `NPROVEDSEVER ' < _ _____ w WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10" AND MAXIMUM PANEL SPAN OF 11'-0" BASEMENT , 'SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUO BUILDINGS. PANELS 1 3:SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. I - (REFER TO SECTION 1609.1.4 AND 1809 6 5 AND TABLE 1609.1.4) SLOPE",1/4"PER FOOT PITCH TO DRAIN TABLE 1609.1 .4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS y FASTENER SPACING, INCHES 04 NEW y PANEL SPAN < 2' 2'.0' N A' N < PAEL 4'-6" < PANEL S' < PANEL - 3E•I6� DA�- FASTENER TYPE _ 0" 8.0 < SPAIN SPAN N < 6'4" - r/' DIAGRAM y4P� CE TL. { .. 2 ,12' #6 WORD SCREWS 15 ' i5-, 12 9 PLUMBING C m^ W PU 21/2" #0 WOOD SCREWS 1010 10 12 NTS A. THIS TABLE IB BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'S.0" LESS - pA0FE5519NP �{'� " B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WObO STRUCTURAL PANEL. 'C WHERE SCREW$ ARE ATTACHED TO MASONRY OR MASONRY ('STUCCO, THEY SHALL BE • ` w 't.. ,ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL T.J CAPACITY OF 400 LBS. - - I - ¢T - -- _— i' L RIDGE RAFTER -._ _--__(.� III I USP RS250 AT 21" p 01 Iiz A '.RAFTER/RIDGE/RAFTER WITH CT- 4 %oe wee KINGSTUDS .� ,,n� RAFTER RIDGE RAFTER _ SND v I USP RT16 OR(2)RT7 RAFTER TOP PLATE— "1 TOP PLATE ___— HEADER USP RT3 USP RS250 AT 21 - - WALLRSTUD USP ------- -- f) USP RS250 AT 18" - -- USP RS250 AT 12" - -- • • - 1 1I i ISI USPLSORTMU IES WALL STUD ---- -- E1 CONNECTION USP PRODUCT NUN kt JACK STUDS EL A RAFTER/RIDGE/RAFTER WITH CT RS250 21 RAFTER/RIDGElRAFTER WITHOUT CT RS250 21"+LSSH179 B RAFTER/PLATEISTUD R720 RAFTEIUPLATE RT16 a12)RT7 _ PLATFJSTUD 88250 18" B RAFTER/PLATE/STUD - B RAFTER/PLATE, PLATE/STUD HFADERISTUD RT3 Al RAFTER/RIDGE/RAFTERwiocT - „_- 'I. __- C HEADER/STUD HEADER/JACK C HEADERIJACK STUD RS250lZ' D FLOOR TO FLOOR KLFTA a R6250 36' N E STUD/PLATE/SILL RS250 36' Q STUD/PLATE RS250 16" PLATE/SILL MP6F UJ F ANCHOR BOLTS STB16 of r' G POST ANCHOR FOR DECKS PAU SERIES (7".~- CO POST ANCHOR FOR COVERED PORCHES CBE SERIES - - - - - -` azg — j*1)0 OR 2)(41-161 OIC COLLAR TIES MIN. O �- rf POST- O USP CBE P.C.FOOTING - 2ND.FLOOR WALL STUD - E7 2ND.FLOOR WALL STUD--- rJ 1ST.FLOOR WALL STUD---- v IST.FLOOR WALL STUD-- r� LU 2ND,FLOOR PLATE-- - 2ND.FLOOR PLATE----- _ ---- -DPORQHE3_ � 1 W f F - ST __ it�11 SUBFLOOR----- - SUBFLOOR - -- IST.FLOOR PLATE--- IST. FLOOR PLATE----- L) RIM BOARD +� RIMBOARD -J SUBFLOOR---- SUBFLOOR --------- G POST ANCHORFOa COVERED C? USP KLFTA — - USP RS25D AT 36' --- - Z �� UBP 89250 AT 36` -- - USP 83250 AT 18' —--- 1ST.FLOOR TOP PLATES -- 1ST.FLOOR TOP PLATES—. - RIM BOARD RIM BOARD --- DOUBLE SILL PLATE --- DOUBLE SILL PLATE POST ------- LL - USP MP6F 0 1ST FLOOR WALL STUD - - E? 1 ST FLOOR WALL STUD - EJ FOUNDATION WALL '0 FOUNDATION WALL -Ei USP PAU w rr1111 � P.C.FOOTING- f� " , v./ = r D _,FLOOR TO FLOOR D IFLOOR,TOFLOOR E STUD/PLATE/SILL --_ _ - _E STUD/PLATE _ PLATE/SILL G- POST ANCHORS FOR DECKS- _ i I IF-- RE CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. III DWELLING UNIT-SECTION 310-310.2 14'-11 114" M 669 SQ. FT. FIRST FLOOR AREA 545 SQ. FT. ,BASEMENT 1214 SQ, FT 'TOTAL z ' NSTRUCTION WOOD FRAME CONSTRUCTION 1 ' rl ' � uTERIA PRESCRIPTIVE DESIGN- 1995 HIGH WIND EDITION WFCM 1 i `?� �Nd I !' j wLEMENTS SEE FLOOR PLANS AND SECTIONS �j0 00 0 61WSIGN LOAD CALCULATIONS PAGE 7 7 WINDOW AND DOOR SCHEDULE PAGES 0" PAGE 8 LOAD PATH SEE SECTION "PAGE 5 9 NAILING SCHEDULE PAGE 7 0o n'N °w ! Im z a z 10 EGRESS SEE DOOR AND WINDOW SCHEDULE PAGE S o o ;rte 11 PLUMBING RISER DIAGRAM PAGE 8 - 12 FIRE PROTECTION SEE FLOOR PLANS 13 TRUSS DESIGN DRAWINGS NfA 14 ENERGY CALCULATIONS ATTACHED NEW 30 YR. ASPHALT NEW 30 YR. 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