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39986-Z
0.0ffOl,rC' Town of Southold 0, o 10/5/2015 o� � = P.O.Box 1179 1s.; .1`l 53095 Main Rd ®'jljel � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37816 Date: 10/5/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1820 Kenneys Rd, Southold SCTM#: 473889 Sec/Block/Lot: 59.-3-16.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 39986 dated 8/4/2015 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 INCLUDING ATTACHED TWO-CAR GARAGE, UPPER DECKS AND COVERED FRONT PORCH AS APPLIED FOR The certificate is issued to Manno,Joseph&Manno,Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0223 09-11-2015 ELECTRICAL CERTIFICATE NO. 39986 08-12-2015 PLUMBERS CERTIFICATION DATED 10-28-2014 Joe Whitecavage Au ,, ' d gnatur� S�FFo��r TOWN OF SOUTHOLD ,,eg �4 BUILDING DEPARTMENT i y P z TOWN CLERK'S OFFICE oyc‘NsY SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39986 Date: 8/4/2015 Permission is hereby granted to: Manno, Joseph & Manno, Catherine 1820 Kenneys Rd Southold, NY 11971 To: CONSTRUCTION OF A NEW SINGLE FAMILY DWELL. W/ATTATCHED 2 CAR GRG UPPER DECKS & COVERED FRONT ENTRY AS APPLIED FOR.REPLACES EXPIRED BP # 35796 At premises located at: 1820 Kenneys Rd, Southold SCTM # 473889 Sec/Block/Lot# 59.-3-16.2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/2/2017. Fees: PERMIT RENEWAL $904.65 CERTIFICATE OF OCCUPANCY $50.00 Total: $954.65 r---------- . 1111111F:uildi •• Ins. - 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. 35796 Z Date AUGUST 23 , 2010 Permission is hereby granted to: JOSEPH & CATHERINE MANNO 1820 KENNYS ROAD SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELL. W/ ATTATCHED 2 CAR GRG UPPER DECKS & COVERED FRT ENTRY AS APPLIED FOR.REPLACES EXPIRED BP # 31805 at premises located at 1820 KENNYS RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0003 Lot No. 016 . 002 pursuant to application dated AUGUST 23, 201'- -- • approv- e .y the Building Inspector to expire on FEBRUARY 23 , 2012 . Fee $ 1, 809 . 30 Auth• ized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall iNp Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31805 Z Date FEBRUARY 17, 2006 Permission is hereby granted to : M KAESSINGER (MANNO) �� 515 COREY CREEK LANE �$Zd �`�� 7 SOUTHOLD,NY 11971 a—kok, /H7/ / for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, UPPER DECKS & COVERED FRONT ENTRY AS APPLIED FOR at premises located at 1820 KENNYS RD SOUTHOLD County Tax Map No. 473889 Section 059 Block 0003 Lot No. 016 . 002 pursuant to application dated FEBRUARY 13 , 2006 and approved by the Building Inspector to expire on AUGUST 17, 2007 . Fee $ 1, 809 . 30 add"- Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 CO 11 I - o /IS— 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 following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. q_ G1--(C� -f s- New Construction: \Z Old or Pre-existing Building: (check one) Location of Property: , i. 20 Kenn eq& 2 0( - Sc.u44-u, 14 n(-1 1( 9-7 ( House No. Street Hamlet Owner or Owners of Property: )(')_pp h c' . fri 1-0 JQd1✓►(--- Suffolk Suffolk County Tax Map No 1000, Section 5 '1 Block Lot ( , . Subdivision Filed Map. Lot: Permit No. 31qer6 Date of Permit. _ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Z - Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S 0 r° C—L—KOr Applicant Signature ''/_„ iii.••�� Town Hall Annex �� . Telephone(631)765-1802 54375 Main Road i 31111 * Z Fax(631)765-9502 P.O.Box 1179 l cis .e i c roper.richert(cr�town.southold.ny.us Southold,NY 11971-0959 \ .cs a0 I1 ."O®UNU ..'' '� - BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joseph Manno Address: 1820 Kenneys Road City: Southold St: New York Zip: 11971 Building Permit#: 39986 Section* 59 Block: 3 Lot: 16.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Eectric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commencal Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 400A Heat OIL Duplec Recpt 78 Ceiling Fixtures 34 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 21 Smoke Detectors Main Panel 2-200 NC Condenser 2 Single Recpt Recessed Fixtures 18 CO Detectors 2 Sub Panel NC Blower 2 Range Recpt Fluorescent Fixture 11 Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks 1 Disconnect 2-200 Switches 70 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 1- Hydro Massage Tub, 6- Position Transfer Switch, 2-Driveway Lights Notes: Inspector Signature: — Date: August 12, 2015 Electrical 81 Compliance Form.xls I 1' \))S�FFO(,�co 0 Gyp; Town Hall,53095 Main Road O 1,Pry t Fax(631)765-9502 P.O. Box 1179 y'* %)0 tie Telephone(631)765-1802 Southold,New York 11971-0959 = 0i ,��`#"o BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: IC — Z'_ L' Building Permit No. 3 q,co Owner: 'S -er 4— 64--1-inzcti---t 4 1 6 (Please print) Plumber: ,b - CCS' r _ (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. /i " (Plumbers Signature) Sworn to before me this oil day of fai-L, , 20 /7 Notary Public, County "44,,Z4._ N is �a AdO.x�i1� � :, "; fJ/ Caiii>'nisSibii, , , kSs,may 3I,2 i 3 ) POS- -- �i�,,,;OF SOUiio �� ti� l0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ (A/FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 11) 112--/ • LIC - IL): ,2 DATE,,A11,)tst, eA - A or )-,Al , 6/ . --- ., r„ , t. 1-'1-4--r'//e71--tY-Liz---7 7 #,./ ,,,_ ` 6 � 0 INSPECTOR , „,I4OF SOUl�olo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [� ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ;1' 1 ' i /V--` � _ ak r leer4A/A.A,...6-2et/YK- jetkie'?%- # 44144 altelb )4a-01- 21,"470,-.0-4,t) kik- G2A Llp5A3 241,116 10--0-114- 1 teteratt ( ?'-'29 DATE INSPECTOR -234freg f94t 4/t)Nan141-6- ' / )/ 3 os z SOu - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [gROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /k;,deiLL // 4r4L- („ tr4t7J)6:6 eX#1VL N; /0 41 DATE INSPECTOR hO,,,,,Of -TA �i ,3 I tit TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: s/. , CaAA-J-4- iv-fr-f-t\-LAA-6Q 69r,te 4-tertAeL, 1-1,40'u2_ (1) -9-5=6 � o ATE INSPECTOR 46-- (// oitg, P 3 4'4(1`i 3 1 Z— * ya TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATIOM 2ND INSULATION /a [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 16 ?-7 � INSPECTOR 4-tj-&,„ V *, 04.070f., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) N ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: K-4/t/X e21 DATE f 1 S INSPECTOR ??E3 „„ sour ' 900' c $ 0 .0 coupno ... TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH P ING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI LATION -[ ] CAULKING REMARKS./ G-1455 474 Iv ;f t ✓� /L/JAL 3 It/ - ak_ &Le' Jr_ -24/4 _ DATE ` 0 INSPECTOR �# 6- -- ,,,,,,,,,,,,,,. of SO oili#0€ 4\ TOWN OF SOUT DING DEPT. 765.1802 r INS ON . , [ ] FOUNDATION 1ST [ ] ROUGH MBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: d, f I4 At g. -,/-J2...7 b4 (/),/' c t.,e_,..,,bir , ' -- (>7 &62_, .. &I, A2-7 DATE la/2C/( r INSPECTOR .°1-4-5 w v FIELD INSPECTION REPORT DATE COMMENTS 04-o4 - r- o. 404. L FOUNDATION(1ST) � � `"'"1-4/flAdv‘Ain E- -4 14-4( � 74..........4. . __, 09', FOUNDATION (2ND) Eajt aAli- `2 M fi ' ' chyt.ffea_Li,..,?,.t J l 1 aJ -• I /ilk /fir ' , , d�/ ,y �,,� �l� %'/ �A�' — c/f ✓ Imo', 1, P ROUGH FRAMING& p J" tmi PLUMBING i 1 " ' 9 " f//' / 3' y 10`!i--®( IV'!)' ,; i , " , ' . 1 „` p fjtyloke. ` � ' ,' ,,d- tvt k, . HP Ib 6J)' I ,,,,, ,„, �►II► J 1 _ v[. , , S / INSULATION PER N.Y. _ / H STATE ENERGY CODE , d �'/ ` e � ® / -' ce 6. K `__ C) i.... 03 d----V.,), (4- 1,g.r 4-v-as 4._e_frieiesA 00 dI/4� �J IDS FINAL 41044 -- J' y- r �t- i/J�� j`-- 4 ��e:. i 8 '1 K5f 1 -4.71 ,i,r- / . c-eg, . Co):;1_, _ -- . , -, -i\-7 !6' ITIONAL COMM40, ENTS ,, . 4/71(k_- -1-"---b,---P,(6,„tfic, . ' -- P I 1b9 1D g i! 531 -itI5 FA Rte*% lig 5'1-• 40,., r-e045) g-7/3q 1.*tel BP 35796 J�R J 5D,._ -C- in (. , q--16—/ 5 fz,c -`)<ti 3 • I . lc-- 12eG sc f Gf c ex ce^- q 111 - 1 ii c ➢. if c `d ��a If c pi -e 4/2/A ' o a C) 2 - x a m C y Gd su 'Tr fU . W TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL t Board of Health SOUTHOLD, NY 11971 i 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 - Survey www. northfork.net/Southold/ PERMIT NO. 3/ i Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c 1 `Phon((i-S) g3/"O 246 Expiration ,20 - Building Inspector FEBFT] ;APPLICATION FOR BUILDING PERMIT B 8 3 . , _ Date ' 13 , 20 /.1 r3 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing cod=, and egulations, and to admit authorized inspectors on premises and in building for necessary inspections. 0K/ of a? licant or name,if a corporation) Zi 2 " 44-1j Q b §v v' 4b (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder CoArriZA-6/e/C_ Name of owner of premises k rdE' /'46-s574/, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: /22.C� ���yS �® 5�7MoL4 House Number Street Hamlet !/� County Tax Ma o 1000 ection Block ' � ,�� ,;Lot`trno;,, , Subdivision �� Filed Map No. iFg// Y,;;,:,:,r: (Name) m., I'S,? 2. State existing use and occupancy of premises and intended use and occupancy of proposed cdnstr,uction: a. Existing use and occupancy r.^ ______ Rii ' i = 4'V e U b. Intended use and occupancy e,Ar-e 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost it 2► 0 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 2_ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /049/Ve Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front AV/0g- Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 4K5-1 Rear y j�,x Depth (-?Sr Height .37 Number of Stories 2- 9. 9. Size of lot: Front 20-.1/ Rear 2#9' 27 Depth 9 a&1 66 - 10. Date of Purchase /1 Dame of F ormer Owrief f X/9=C75S/Aye72 11. Zone or use district in which premises are situated E� � 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of prewises /W-- %,;Z,0 Address 57 ' ( ' O 1 one No. Name of Architect G<.06 �4' ,er - Address- 7 •-" Phone No bcy v?ii? Name of Contractor 6ivs10,r "(Way', Address 2/2 ' Phone No.2,3/_6 Z44, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY,/ ) �/ ' ' �� �/� /7/¢-/f//v© being duly sworn, deposes and says that(s)he is the applicant am:of individual signing contract) above named, (S)He is the ,&e1).e/C:=77 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo .efore met ,+ day of U 206J 01 i o ary Public f `ignat. e of Applicant :ONNIE..DOROSKI • Notary Public,State Of New York No.011)06095328,Suffolk rty Term Expires July 7,20 . o %• pF SOii, Town Hall Annex l*; Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q �� Southold,New York 11971-0959 '‘) � �� 1 �ycoINriA0 � BUILDING DEPARTMENT TOWN OF SOUTHOLD March 25th, 2009 FIRST NOTICE Joseph & Catherine Manno 1820 Kenny's Road Southold, N.Y. 11971 RE: 1820 Kenny's road (New Dwelling) SCTM: # 1000-59. -3-16.2 Dear Mr. & Mrs. Manno, Please be advised that your Building Permit # 31805 issued February 17th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $1809.30: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT ° %pf 1 ~® Town Hall Annex 4 *lO Telephone(631)765-1802 ` , P 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ; G Q 1�, Southold,NY 11971-0959 ;'O ��� �y°OM,N �1. BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE April 5m, 2010 Joseph & Catherine Manno 1820 Kenny's Road Southold, N.Y. 11971 RE: 1820 Kenny's Rd. (NEW DWELLING) SCTM: # 1000-59.-3-16.2 To Whom It May Concern: Please be advised that your Building Permit # 31805 issued February 17th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's please submit a fee of $1809.30: at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT 7008 1830 0004 5085 2687 / %* SO0jyo ,`o 4 Town Hall Annex ; * * Telephone(631)765-1802 54375 Main Road �� Fax(631)765-9502 P.O.Box 1179 �;�l �Q 1 Southold,NY 11971-0959 - COMM*woo' BUILDING DEPARTMENT TOWN OF SOUTHOLD August 13th, 2010 Joseph & Catherine Manno 1820 Kenny's Road Southold, N.Y. 11971 Re: 1820 Kenny's Rd. / Violation SCTM # 1000-59.-3-16.2 Dear Mr. & Mrs. Manno, Your BUILDING PERMIT# 31805 for construction of a NEW SINGLE FAMILY DWELLING has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $1809.30 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m Respectfully Yours, Damon Rallis, Zoning Inspector Southold Building Department 7010 0290 0002 8968 1263 _ Southold Town Building Department o�pSu�FO�'t% P.O.Box 1179 Permit#: 35796 ,. t.t 53095 Main Rd z 3Southold,New York 11971c€ Permit Date: 8/23/2010 ,'+ foi �ao�'¢ (631)765-1802 Expiration Date: 2/23/2012 _.,' Parcel ID: 59.-3-16.2 BUILDING PERMIT RENEWAL LETTER Dated: 7/31/2015 Applicant: JOSEPH& CATHERINE MANNO Location: 1820 KENNYS ROAD SOUTHOLD Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELL. W/ATTATCHED 2 CAR GRG UPPER DECKS & COVERED FRONT ENTRY AS APPLIED FOR.REPLACES EXPIRED BP # 31805 1ST NOTICE 9/28/12 A FEE OF $954.65 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOSEPH& CATHERINE MANNO Address: 1820 KENNYS ROAD SOUTHOLD,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ,r— SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES � � s°% k t �,Syph .* •oo• \ V�a o,,, SURVEY OF ', p'�'.X�.l'e.LR S��c A- G L 171,F CR .t r.,-r.�+;^,�--rs�+-- j d'p'i>A t� .'n 'cpe LOT 1 e' \\ °' `0 G• 9c MINOR SUBDIVISION FOR ®5%®��3 RHR REALITY C O. APPROVED•�.- _m - „..,:.:„:_____../.. _ \ '9a�, FILE No. 8811 FILED SEPTEMBER 13, 1989 0 ' Old MAXIMUMOF .6 DC S 11. -0:411,��N o, SITUATED AT �' EXPIRES�-=: YEARS ; �1 a 1 FAPPRO AL �'•�Si. a�0.� SOUTHOLD � � - ' \,,� ram ,` TOWN OF SOUTHOLD �. �Iy� 9 SUFFOLK COUNTY, NEW YORK �j� �tG`� � S.C. TAX No. 1000-59-03-16.2 o sSCALE 1"=50' g � 4" JANUARY 17, 2002 a. e •__ __ _-__ �7 NOVEMBER 30, 2005 UPDATE & ADDED PROPOSED HOUSE i 9 FEBRUARY 2, 2006 ADDED WELL ON BASEL PROPERTY WELL •� 9�/,•`fi,� EXXCA IO � d P �=�` I0 1 � ® ! '� AREA = 99,635403 sq. ft. %9, hof' FOR SANITARY �Y ° 47)0. C A BY HEALTH DE PAR iv EN\�T /// oores�' �� �� 1. ELEVATIONSAREREFERENCEDTOANASSUMEDATUM4 EXISTING ELEVATIONSARESHOWNTHUS:S �: 2. REFER TOFILED MAPFORTESTHOLEDATA.,qc LOT O 3. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; B' DIA. 5' LIQUID DEPTH �/ 4. MINIMUM LEACHINGSYSTEMFOR5BEDROOMHOUSEIS 400 eq it SIDEWALL AREA. / 1 POOL; 16' DEEP, 8' dIe. /, PROPOSED EXPANSION POOL j � PROPOSED LEACHING POOL %�,p� /�1 ''• klo.._L / '/ / ;/�� PROPOSED SEPRC TALtK utts` i - /,cc;��, 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \� \ Q� ! �� '/, 0,As. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. t ti \ ::_1\ Go /�p� tiV '�- CERTIFIED TO: `T�sJOSEPH MANNO . /04.am ��, N \ ../ N, 4'''' eb , f • �, (�'r/�l- a ,/,`y CATHERINE MANNO GeGo , 4, /,, ` \ w'�� :' :: / , /� r ,/ Og FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK �' p \ o Se , %.. - �/ Orb 05 9J / _ ...•:_: ' / 1 QQ .‘%) 15/ PREPARED IN ACCORDANCE WRH THE MINIMUM J !� i, OI 0 FWr TREE SURVEYS AS ESTABLISHED � .L, p ,r -?�,�-" - / -- : ib, �J CPliS p • •11' ' EW ® ATE LAND Q' /- 41.��A`GBG���� • \ \ ,a { S.0"o ,PGPD IU' S� - 1 i �6�ttk r ��9TF� %p!ipp,,,,,,r, FEB 0 3-2006 "s,• 4 <., 'P�> By ( 4 �_�� a . .S. LIC. No. 49668 - \ ., UNAUTHORIZED ALTERATION OR ADDITION -_._- .._ i ell a PAN'. re/ - MSI 44 `4, � / O TO THIS SURVEY IS A NOLATION OF �•d�de.- SECTION 7209 OF THE NEW YORK STATE _ p Q'� �� OL \ EDUCATION LAW. Joseph A. In en■ ■o Y / c DL COPIES OF THIS SURVEY MAP NOT BEARING Landaw '✓ Surveyor AGF ND \ ,,, 6 THE LAND SURVEYOR'S RVEY MAP SEAL OR A(r0 itc �CP �i ` ` �` To A vwD TRSUE W NOT P1 BE CONSIDERED •�1'.. CERTFICATK7NS INDICATED HEREON SHALL RUN ' �•q-. 4. - •/•'nOG ONLY TO THE PERSON FOR WHOM THE SURVEY \ \'YQ IS PREPARED,AND ON HIS BEHALF TD THE �'pJ '•' TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSITUTON LISTED HEREON.AND Title Surveys — Subdivisions — Site Pions — Construction Layout N qB. TO THE ASSIGNEES OF THE LENDING INS11- p4 I TLUON.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 i 4 THE OFFICES LOCATED AT MAILING ADDRESS / A + AND/OR EASEMENTS STENCE OF ROF RECORD W C ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANOKE AVENUE P.O. Box 1931 , RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 1 25-442 1 ' fv \ ys �, 1, 1 � 1 �. PF, f �° 1. -1 �O \\ �� �.4, SURVEY OF I a - �Z \ �' 0� LOT 1 t' 9 ' 0 'i ' ;� \\\ s°'' �`�� MINOR SUBDIVISION FORf _ \ \ � 0�, RHR REALITY CO. -----.I ' . -Fnv. \ FILE No. 8811 FILED SEPTEMBER 13, 1989 O 'csL-7 �'' \ G SITUATED AT �ti oy� '�0a SOUTHOLD • `c, ��oy�As �` TOWN OF SOUTHOLD � SUFFOLK COUNTY, NEW YORK �� �s�� S.C. TAX No. 1000-59-03-16.2 1. , SCALE 1 "=50' S JANUARY 17, 2002 ND NOVEMBER 30, 2005 UPDATE & ADDED PROPOSED HOUSE 9 FEBRUARY 2, 2006 ADDED WELL ON BASEL PROPERTY /, 6 -71..%... A. e AREA = 99,635.43 sq. ft. _• 2.287 ac. 41b (ft : ` ,y1 4`f LOT 1O CP ic y 41P J?, ti` \ 'Tr /GA� o ti� \ \ °p ��� /�9i' t CERTIFIED TO: \ o GQ`p•k• ti� /Gj JOSEPH MANNO �� \ ''�' p6494 �y ,0• / , CATHERINE MANNO 01 \ �� FO �` \\\ /, • y0$ FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK \ d// 1 OQ,`y0 4 GHQ,\� ^yam \ /' too 0PREPARED IN ACCORDANCE WITH THE MINIMUM /,yet \J-o I Y .?C) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED _T'p7 / \ - 01 P O BY THE LLALS.AND APPROVED AND ADOPTED T ,f,� // \\ 4Q4�g9 FOR SUCH USE BY NEW YORK STATE LAND •14/015,4, .(yam // \ 419 C ^Qy TTILE ALSOCUTION- /1`lad` / \ • `OJGJ�( ('C' y \ \ / GI GO v`¢ ` .11 I �� . ,1_?,4 i 1�"' ,V fL 21 71:, 'S 1 o �O �C l :'_•l NAL.S- Lic. No. 49668 LC \ ,, .. UNAUTHORIZED ALTERATION OR ADDNTION �r TO THIS SURVEY 6 A VIOLATxOJ OF �y� ,� ..�' I n ,{Yi'�, ,�� SECTION 7209 OF THE NEW YORK STATE \ . / wO I mUCAT ON LAW. :: 7.0-1' 6 1�,d �`-\ ((• ! COPIES OF THIS SURVEY MAP NOT BEARING J . ,4,'Ingegno ��' V THE LAND SURVEYOR'S INKED SEAL OR �"'�j '�•�� EMBOSSED SEAL SHALL NOT BE CONSIDERED ,(�y,S �� ¢' \ r 7D BE A YNJD TRUE COPY. `an,. -surveyor 9>>Y /, _J CERTIFICATx)NS INDICATED HEREON SHALL RUN I.' \ 1'sN ONLY TO THE PERSON FOR WHOM THE SURVEY 6 PREPARED.AND ON S BEHALFTO THE �P HI TTTLE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys - Subdivi 'ns - Site Plans - Construction Layout o LENDING PISBMION LISTED HEREON.AND \ n,1, ASSIGNEES OF THE LENDING WIT- TO THE CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 322 ROANOKE AVENUE P.O. Box 1931 RNERHEAD, New York 11901 Riverhead, New York 11901-0965 25=442E • • Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code - REScheck Software Version 3.6 Release 2 Data filename: G:\RES COM CHECK\REScheck\JOB#05-153.Rck • -• • PROJECT TITLE: MANNO RES. • COUNTY: Suffolk • - , •- - STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric - WINDOW/WALL RATIO: 0.15 DATE: 12/07/05 • DATE OF PLANS: 12-07-05 PROJECT DESCRIPTION: PROPOSED 2,925 S.F. 2-STORY RES. DESIGNER/CONTRACTOR: Robert J. Gruber 476 Expressway Drive So. Medford, NY 11763 COMPLIANCE: Passes Maximum UA=627 Your Home UA=554 11.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 2077 38.0 0.0 62 Ceiling 2: Cathedral Ceiling(no attic) 51 21.0 0.0 2 Wall 1: Wood Frame., 16" o.c. 3594 19.0 0.0 180 Window 1: Wood Frame, Double Pane with Low-E 417 0.350 146 Door 1: Solid 40 0.400 16 Door 2: Glass 136 0.350 48 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 2128 19.0 0.0 100 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building 'plans, specifications, and other calculations submitted with this permit application. The proposed systems have been • designed to meet the New York State Energy Conservation Construction Code requirements. When.a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and professional judgment, such plans or specifi 'ons are in compliance with this Code. Builder/Designer Date / Z -7 -e)-1- - gEd�AR • • �'rF Or 0.E- _ • • REScheck Inspection Checklist New York State Energy Conservation Construction Code e . REScheck Software Version 3.6 Release 2 DATE: 12/07/05 PROJECT TITLE: MANNO RES. Bldg. Dept. • . Use , Ceilings: '• [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation : . _ Comments: - - [.' ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-21.0 cavity insulation - Comments: = Above-Grade Walls:, [ J 1. Wall 1: Wood Frame, 16" o.`c.;R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame, Double Pane with Low-E, U-fictor. 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ' ] 1. Door 1: Solid, U-factor. 0.400 Comments: [ ] 2. Door 2: Glass, U factor. 0.350 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Tfnon-TC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: - [ ] Required on the wane-in-winter side of all non vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] - Manufacturer manuals for all installed heating and cooling equipment,and service water heating,, __ . ' -equipment must be provided. - - , s,. - -=• [ ] insulation R values and-glazing U-factors must be clearly marked on the building plans or specifications. _-_ _ . Duct Insulation: _-. --P [-, ] - Supply ductsin-unconditioned'attics or outside the building must be insulated to R-8:- ,.r. -, ,=S. - --,i.'+. ..- • - - [ ]--- Return ducts in.unconditioned.attics or outside the building must be insulated to-R-4. - r • - . " ^ -„r”>< : _,.T. --:t [ I Supply ductsinunconditioned spaces must be insulated to R-8. , , ] Return ducts in�unconditioned-•spaces (except basements)must be insulated to R- - - - - -• . _ - .. - - . [ -3 Return ducts.in unconditioned spaces_(except basements)must be insulated to R-2..' -__ . _ - _ _.• Insulation is not required-on-return ducts in basements. - - Duct Construction: ` - [ ] - All joints, seams, and connections must be securely fastened with welds, gaskets,mastics (adhesives), . - - -__ mastic-plus-embedded-fabric,-or tapes.Tapes and mastics must be.rated UL 181-A or UL 181B. - - : -'' - - -- Exception:Continuously welded and.locking-type longitudinal joints and seams on ducts _ .-•- " , ,_,`,, • - ......,r- '."1. - - operating at less-than 2 in. w.g. (500 Pa). - �_. - - [ • ] The HVAC system must-provide a means Mfr balancing air and water systems.- - - - . -_ ,- Temperature Controls: - - - - , - [ ] Each dwelling unit has at lesat one thermostat capable'of automatically adjusting the space temperature set point of the largest zone. . Electric Systems: . - [ ] Separate electric meters are required fl r each dwelling unit. - Fireplaces: ' [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. , [ 3 Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. • [ ] Insulate circulating hot water pipes to the levels in Table 1. ' Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table l Swimming Pools: , [ ] All heated swimming pools must have an on/oifheater switch and require a cover unless over 20% , ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. - Heating and Cooling Piping Insulation: • [ ] HVAC piping conveying fluids above 105-°F or chilled fluids below 55 °F must be insulated to the levels in Table 2. • _Table 1:.Minimum Insulation Thickness for Circulating Hot Water_Pipes. - - -- Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F1 Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 ,• - -140.169- - -0:5 100=139 -' - 0.5 - - 0.5 Table 2:=Minimum'Insulation'Thickness for HVAC Pipes. . - __ - _ -• - -- _ - Fluid Temp. Insulation Thickness in Inches by Pipe Sizes -: ' • Piping System Types - Range(F) 2" Runouts 1" and Less 1.25" to 2" 2.5"to 4" • Heating Systems - - Low Pressure/Temperature - 201-250 1.0 1.5 1.5 2.0 '= tow Temperature-- -120-200 --0.5 -} 1.0 1.0 • 1.5 - • Steam Condensate(tor feed water) - Any 1.0 -1.0 - 1,5' • 2.0 ` =.-- _ - Cooling Systems- _ ;- .. . - --Chilled Water,-Refrigerant; __ - - 40-55 -, - 0.5 - 0.5 0.75: ,-•--,. 1.0.,., _4. - and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) SV ! VEY OF L0 '1' 1 C,°4.Ly MINOR SUBDIVISION FOR o'.' \\C.'y°2 s5." 7De R H 1- I-i,ALI TY C 0 . t°° '�s ,s,e.,� FILE No. 8811 FILED SEPTEMBER 13, 1989 \ O,, o SITUATED AT °��1 ,, `\\ Fo SOVTHOTID !� ` ��'. o o�G� '9 TOWN OF SOUTHOLD �� ' \` SUFFOLK COUNTY , NEW YORK app° °IPc`\ �, S.C. TAX No. 1000-59 -03- 1 6.2 G� �9T`�P<, ��`Prs SCALE 1 "=30' ��`0' \� O' JANUARY 17, 2002 �ti NOVEMBER 30, 2005 UPDATE & ADDED PROPOSED HOUSE OI��F'S FEBRUARY 2, 2006 ADDED WELL ON BASEL PROPERTY �A$y 4 AUGUST 27, 2015 FINAL SURVEY ��G AREA = 99,635 sq. ft. 2.287 ac. 110,-9 -c7Nilill -(\,:j' '' 7-D 0c7.? �yF�000 6, ,, Fyc F 19� .• d e Al d G6F. ,sct <,00\'\' /2 . OA GHQ 0-V'f- l'� ���. / { ° �c 4 C AO Aq�°,p _G , �y�P4° \4. O \ LOT 1O / N., OcD \ P a CO s> � , � • \ 00 \ 7 e d 1° \ \ \'� ° mss. . ° \ /e e. L�' ,. FOJ�G `\ pp s'''° .c.,LDGp° III >4::;:: e ; q'C\'& ° / \ C` y p°9!III�IIII•�° e,��� I••I d ` �4 vas ° O�� •••••• ° CERTIFIED TO: ° u7; ° \ 4 .. -�.:�.`-'7(°4,e,< 4,PGP�P SII ° 4 ° ° ° °%� 1 JOSEPH MANNO 4 " ��, \4 �0��� 4` oQ��3 1.. • ° d . ,.5 CATHERINE MANNO ° s 5�P ..,,i..\,c `'J`) s \ ° •° °/ \ oQ-P `1 O 0. • d \ • e / FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ° O, O �� P; ° \d ° a d Q , r cy F,/ �,e ° e 0 0. ti �/ � F A� > � • ° �° \ ?gyp d 13' 'S) PREPARED IN ACCORDANCE WITH THE MINIMUM °, qsA y/�jA° PF ���% .00q,_ 6> �S� OJ�G� �,;G,�IO• Op / ^ ��4��4�• STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ° /! P \ y ° pF QO „ ,\p-s‘ d° X Gj .� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 4:-.:\ � tialT &,,c, 1y yit c / / Q0� co °d �, OFA /° \ ° G�¢¢�Q� FOR SUCH USE BY THE NEW YORK STATE LAND T / 5� TITLE ASSOCIATION. '� v \ o /\ \ � ° FSP • rfO ` � v d °~ / % d ( ' l , '1'.. 1` I 1 li) 'i' ' 40 /4 4. • / ,..:y. I o ;� r$ �} +r----------- d //�P �°maSEPTIC SYSTEM TIE MEASUREMENTS kfi �a SEP 29 2015 L' ° F�F� e� HOUSE HOUSE '� 0_ L /' ° �' P� / CORNER A CORNER B �;r._,� ;.7 ,0- N.Y.S. Lic. No. 50467 ° 0' _/ c, , LDS DEPT I d \ 0 SEPTIC TANK I stars'' .,--' !I I i, .,;I r I • d /d°° COVER 20.5' 31' UNAUTHORIZED ALTERATION OR DDITI / Taft resin III TO THIS SURVEY IS A VIOLATION OF ° ° / , w\ LEACHING POOL SECTION 7209 OF THE NEW YORK STATE .,a...r�y ..�. _ ms} eP Vv COVER 26' 49' Nathan Ta t CoEDUCATION LAW. ""� — �"a� p /° LFFOLKCt� jrYDEP/A.M.-MEM" ,.Zr.Y.atE: ° 2 ' \ o Gr SCJ COPIES OF THIS SURVEY MAP NOT BEARIN 1. CF /�/l /. , Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR SI APPROVAL AL OF CC)l'4:;TRUCTED ti�tOR17 ii;Cil I •J<> `',,,,JJ/y.. •♦� d o EMBOSSED SEAL SHALL NOT BE CONSIDER SINGLE y hCG ,'�� � \yj� J �'4 ° a t�� TO BEA VALID TRUE COPY. A SINGLE RESIt,EUCE A ,S r^ �" CERTIFICATIONS INDICATED HEREON SHALL c: n v d .0'0\ ,�� Successor To: Stanley J. Isoksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SU VE at �P 1 H.S.FSSRef.N�. l S' v2 '�q7,, °'F��� ST/166Z' Joseph A. In e no L.S. IS PREPARED, AND ON HIS BEHALF TO THE ° ° B B vy Gj P 9 9 TITLE COMPANY, GOVERNMENTAL AGENCY AN Til^ Cc'a0c dicnc.se!anti'''-r rol !y!'<Cl it,;(7:.c.4'...I_'' itn-;-i`x'n4'e'"'j, ° • L� ',i,/p'Tip 6. LENDING INSTITUTION LISTED HEREON, AND 1 • <. -,t a , t^� ' c•.by O.'r rif• ;j 'r r_ nc<•,-a°" sn° d° ® \. `, FP 4- Oti 0 Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI-, m""'C..... !d,o. .^,'.'i:SC. ,I:_.,_.:CCri;T+ i aC..:_,c'?,?;:L ,.._;"•v".t. TUTION. CERTIFICATIONS ARE NOT TRANSFERABV0 satisfactory FORA MAXIMUM OF, _ -7O,RC3%3. ill ° 4 \o e �<sF PHONE (631)727-2090 Fax (631)727-1727 ! ` 1!1' r� \ # L9J OFFICES LOCATED AT MAILING ADDRESS I • et• .*. \ 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHTS OF WAY Af-,t0, t -Ilt rt P.E.:CT ° d P d° James ort, New York 11947 James ort, New York 11947 AND/OR EASEMENTS OF RECORD, IF i P P ANY, NOT SHOWN ARE NOT GUARANTEED. Q Tice of VVz r.),. afer MaroGurnent 5 25—44 1 I 0 24'-6-111 I SII /I_G1-I.�I -7 I, C/ C.�2 ' 1 ', 1 3052 t alimmimmimmummi ■.'i EXT'G ,',,,� _ �YiY WINDOWS (N ,sb,,,�, • - 0 (2) 211x8" HDR 0 • immiumw SEAT - •bd _ _ _ IIIIMIIIIIIMI IIIIIIIII EXT IG 0 IMMENIIMIN ININIIIIIIIMIIIIM i ==BEDROOM 0 W.I.G. #5 BR ■A■ ` l01 #4 i 1 / _ 1 1 MASTER I I ; I 1 / 36"x24" BEDOOM H I WROUGHT IRON i I JULIET BALCONY I ' I ' THROUGH BOLTED , ' , ' TO HOUSE STRUCTURE ' i , ' " STUCCO FINISH ; I ; EXT'G II• I , II .•, W.I.G. i KORBEL STEEL • I/2" GYP. BD , ; MI EXT'G — — — — — — — — — — — — — MIMI t HOUSE STRUCTURE 0 I I I 1 / \ _� I LIVING - I 0 \ - - ROOMl____L _I_ IIM l� , , � ; � 1 , 111\ I .4, I moi• I 1 it 2nd FLOOR FLAN ...... \ 36" RAILING �_= BRICK VENEER I I I to ' I ' 1 36"x24" WROUGHT IRON '. 1 1 1 1 I 1 . �..��-11 Num -- r 1 F SCALE: 1/4" = I'-O° T I I I I --,�----..,�. JULIET BALCONY �. I I , , I I r�MIV�M11.� Ell ' , 1 T I I t -I I l I T I I I 1 1 I 1 I I I I I 1 I I I I 1 1 I I I 1 i I I 1 I I I t ��������■I�� I I f 1 I T I I 1 1 1 ( I I I i I I I I I I I ! I 1 I I I I I I I I 1 I 1 ' �I I I 1 1 1 1 1 I 11�� 2"X6" ACO SILL PLATE • I 1 I Ii MIN J' ''� - L I I I 1 1 , 1 I , J I I I I I I I I I I I J I I 1 I 1 I 1 I I I f 1 , ffill W/ 5/8" DIA ANCHOR BOLTS �• - I L I I I ���� ��. __ III I I , , I 1 I 1 1 I I I I I I I I I I I I I I I I I , I I I 1 L �������. -r r 0 g 48" O.G. .: ' r u GRADE is BASMNT � u II 36" RAILING /-36" RAILING 10" P. GONG. Mill FOUNDATION WALLA _3_ Ell I 1 ON 24"x10" DEEP ,; , --\,---- P. GONG. FTG. I I GRADE ( GRADI \ I L (3) #5 BARS i RETAINING RETAINING 24 6 - IiI� I II 6'-Pa I " CONTINUOUS - 1_ 211 _ " -a 2 - - - - L WALL WALL J / �I irr / ,� - - - -• 1 __ i GRADE J m ' (2) 211x8" HDR S. T I O N 5 - 5 I \_1] __\ PAIR 4'x-1'- EXT'G EXT'G �0 5010 EL.GL.DR �0 SCALE: I/4" •- I'-0' DOORS 1 WINDOW WINDOW - 1 N -I II (2) 2"x10" DROP HDR REAR ELEVATION vi K J Q FAMILY I I SCALE: 1/4' ■ ILO" = � X z ROOMI 1 w KITCHEN 1st FLOOR FLAN 1S SCALE: 1/4" = I'-O" (2) 2"x8" FLUSH HEADER 0.11e 811 O BED1 BOOM 2 i( '-6 I 11 .- I 11 / 6.-sti�I `T 2 � 5 -II �� 2 f !-I ,--- \ _ - s_ L J \ \ I- — PAIR 4'x7' _ `iINN (2) 2"x1011 DOORS O 1 I I DROPPED HEADER m\ . r' j I I— -� I I\ \i I FAST L - - - - - - j I BREAK • _ ir - • _I —r - J L 36" RAILINS I _ \(2) 211x 10" DROP / ,z-- —' 12"x18" P. GONG. HDR W/ (2) #8 RODS • HEADER /� ft \ TOP 4 BOTTOM II (?/)-3 /(S // (2) 2"x10" -� II' DROPPED HEADER R 8° DIA. STL COLUMN ON IIIII - - - 61-0" x 6'-0" x 51-0 DP. l / r - - + 1 P. GONG. FOOTING , Ok(„As `�'ti� I1,j 1���� I = --- BASEMENT __ 14Wx50 STEEL GIRDER I I I4Wx50 STEEL GIRbER E 0 GRADE i - - - - - - -}- - ;; - -t- - - - - - - r.„,, IO" P. CONC. /� - FOUNDATION WALL li ON 24"x10" DEEP u ---____X_—___,--___ tiro �,a��; I �F AMENDED P OF 5,121 S.F. 2-STORY RESIDENCE FOR l - - - 10 P. GONG. FDN. P. GONG. FTG. . , , . , , �\�c �... r,�� MR 4 MRS. MANNO L - - - I ON 24" X loll DEEP 4/ ,- ,o, 1820 KENNYS ROAD SOUTHOLD, NY P. CONC. FTG. (5) #5 BARS o� ,. SCALE: AS NOTED APPROVED BY: DRAWN BY: J.TURNER UNEXCAVATED CONTINUOUS REVISEDI 4" P.GONG. SLAB n DATE 01-22-15 REVISED BY L Robert J. Gruber - Architect FOUNDATION FLAN SECTION A - A hlte�t Sr 23,7 o• 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 SCALE: 1/4" = I'-0" SCALE: 1/4' ■ I'-o' ' 4'2,F:11. "/._vyDRAWING NUMBER: I c JOB: 4*05-153 1 �. .. 1 - GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA- NYS CODE TABLE R301.2(1) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL @ 16" ON CENTER ) 1. ALE MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENTS SHALL CONFIRM TO THE REGLASTIONS OF THE N.Y.S. t) AMERICAN FOREST AND PAPER ASSOCIATION (AF do PA) GROUND i WIND SEISMIC SUBJECT TO DAMAGE FROM 1,2 WINTER ICE SHIELD UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE, APPLICABLE PROVISIONS OF ALL WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO 7995 /�O/��D� ' SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD BEAM AND REFERENCED STANDARDS, AND LOCAL CODES HAVING JURISDICTION. FAMILY DWELLINGS. G� LOAD SPEED a (mph) CATEGORY g WEATHERING a TERMITE c DECAY d SMP. f MENTI HAZARDS h BEAM AND 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. _ _ DEPTH b REQUIRED R..pc. AP / 11 ../ ti."" STRAP DESIGN LOADS: R301.3 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND 45 P.S.F. 120 M P.H. C SEVERE 3'-0" MODERATE SLIGHT TO 11 REQUIRED N/Aaliggi ���� RIDGE NOTE.3. ALL DIMENSIONS SHALL BE CHECKED IN FiELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD WITH TO HEAVY MODERATE - --- -=� RIDGE NOTE: AT CATHEDRAL I FLOOR CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT. a WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL • •-rt�`i USE "SIMPSON" CEILING USE CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECENDENCE OVER SCALING, NOTIFY ARCHITECT OF '� CS20 COIL STRAP ` 'SIMPSON" LSSU2101111N01°,CONFLICTS- REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX (i.e "NEGLIGIBLE" OR SEVERE")UVE LOAD 40 lb, R301 4 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE I u4. ALL CONCRETE SHALL BE MINIMUM FC= 000 PSI STRENGTH AT 28 DAY TEST. FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)] THE GRADE OF MASONRY UNITS SHALL BE ® EACH RAFTER o ' HANGER ® EACH - i DEAD LOAD 10 Ib- LOAD SHALL BE AS PROVIDED IN TABLE R301.4. DETERMINED FROM ASTM C 34.0 55. C62.0 73, C 90. C 129. C 216 OR C 652. ' , 16" O.C. SEE /,o RAFTER 16" O.C. L 5. ALL FOOTINGS SHALL BEAR ON UNDISTURED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3,000 L.B. PER S.F. b. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(i). THE JURISDICTION SHALL FILL IN THE LSTA21 o - TABLE 3.4 FOR SEE TABLE 3.4 FOR TOTAL LOAD 50 lb TABLE R301.4LSTA21 CONNECTION i.,. 6. ALL PLUMBING SHALL BE IN ACCORDANCE NATH N.Y.S. AND LOCAL CODES. POOP MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. CONNECTION POUNDS PER SQUARE c THE JURISDICTION SHALL FlLL IN THIS PART OF THE TABLE WiTH "VERY HEAVY TO HEAVY TO MODERATE." OR "NONE TO SLIGHT' IN 11111::01 REQUIREMENTS REQUIREMENTS \ ir ,' 7. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE UNDERWRITERS. (INFOOT) ACCORDANCE WiTH FIGURE R301 2(6) DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE \ t-'• . 8. ALL LUMBER SHALL BE DOUGLAS/FiR No. 2 OR SETTER, MIN. Fb=875 P.S.I. UNLESS OTHERWISE NOTED. GROUNDEADSNOW LOAD 45 lb USE LIVE LOAD d THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SERVER TO MODERATE 'NONE TO SLIGHT" IN ACCORDANCE DEAD LOAD 10 lb IM1H FIGURE R301.2(7) DEPENDING ON WEATHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE 9. ALL STRUCTURAL HEADERS TO BE (2) 2`x6" UNLESS OTHERWISE NOTED. WIND LOAD 10 lb EXTERIOR DECKS f BALCONIES 60 e. THE JURISDICTION SHALL FlLL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE R301 2(4)1 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. SEISMIC PASSENGER VEHICLES GARAGES a 50 o WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A S1TE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2 1 4. 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE CATEGORY "C" (EXEMPT ATTICS WITHOUT STORAGE b.c 10 f. REFER TO TABLE N1101.2, 'WINTER DESIGN DRY-BULB TEMPERATURE' COLUMN jI RAFTER TO WALL DETAIL ( INSTALL @ 16" ON CENTER ) ' REQURIMENTS. BASED ON RESIDENTIAL CODE ATTICS WITH STORAGE b,c 20 g. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301 2 21 i 12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER N.Y.S. CODE SECTION R310 1.1 MIN. 5 S.F. OPELNING ON OF "NEW YORK STATE" ROOMS G OTHER THAN SLEEPING ROOMS 40 h. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (a) THE DATE OF THE JURISOICTION'S ENTRY INTO THE NATIONAL FLOOD SLEEPING ROOMS 30s SECTION R301.2.2 (SEISMIC INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (b) THE FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5.7 S F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT PROVISIONS STAIRS 40 c r c : NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR- ) GUARDRAILS AND HANDRAILS d 200 DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY AS MAY BE AMENDED. `�- I SINGE I STRAP APPLICATION I. SEE FIGURE R301.2(5) FOR GROUND SNOW LOADS. �_ (MULTI?'LES MAY BE USED) ' 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. a. ELEVATED GARAGE.FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 POUND LOAD APPUED OVER .---.N. (I , TOP PLATE TO STUD 20-SQUARE INCH AREA. b. NO STORAGE WiTH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. f USE "SIMPSON" CS20 c, INDIVIDUAL STAIRS TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED UVE LOAS OR A 300 POUND USE "'7fMPSON"*- CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUUCES THE GRATER STRESSES \ • --LBPS ;i/8" BEARING 1 1/4" x20 GAGE ,, ; - d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. / PLATE'> AT EACH GALV. COIL STRAP e ATT10ES CONSTRUCTED WITH WOOD TRUSSES SHALL BE DESIGNED TO ACCORDANCE WiTH SECTION R802.10.1. \ ANCHI RBOLT.f'SEE SECTION R502.2 1 FOR DECKS ATTACHED TO EXTERIOR WALLS. , „�, w/ (6)-10d x 1 1/2 4. 1 18 GAGE 1 1/4"x24" MIN. '\ ,i� NAILS J EACH END ' - TABLE 3.1 NAILING SCHEDULE ( 1995 AF 8t PA ) WFCM NAILING REQUIMENTS FOR ASPHALT TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS GIRDER CONNECTION TO STRAP TO TIE DOWN STUD TO `? L ROOF SHINGLES "°` ""p°" Sni°7 Rxxx 00.00 SILL PLATE TO FOUNDATIONil OF STRAP. NUMBER OF NAILS eAt,ER a„rrocc,Au FASTEST MILE WINDSPEED (mph) FASTEST MILE WINDSPEED (mph) PIPE COLUMN (INSTALL 1 EACH COLUMN) ':'-1' JOINT DESCRIPTION NAIL SPACING EASED ON "RESIDENTIAL CODE OF NEW YORK STATE" %' ROOF FRAMING - SECTION - R905 (REQUIRMENT FOR ROOF COVERING) 90 100 110 120 90 too 110 120 ! STUD TO BAND JOIST TO STUD DETAIL (INSTALL © 16" O.C.) - -- - - - -- - - - ------ -- -- I - - K 4-Sd PER RAFTER NUMBER OF 8d COMMON REQUIRED CAPACITY OF RIDGE RAFTER TO TOP PLATE (TOE-NAILED) CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST 3305 2.5 FASTENERS FASTENERS FOR ASPHALT SHINGLES ROOF PITCH ROOF SPAN (ft) NAILS IN EACH END OF CONNECTION (plf) x:,],4.5 q/kf T�- SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR F1 FLOOR JOIST BRIDGING - J (SEE TABLE 3-7) EACH LAP t-1/a' 20 GAGE STRAP +.234 CUT ~ CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) EACH LAP COPPER ROOFING NAILS, MINIMUM 12 GAGE [0 105 INCH(2 67 - - - - --------- LENGTH1 el USe every Other nail hole In 0 COW t0 " CEILING JOIST TO LAPS OVER PARDONS )FACE-NAILED) (SEE TABLE 3-7) PER TIE mm)] SHANK WITH A MINIMUM 3/8-INCH (9.5 mm) DIAMETER 312 12 2 3 4 4 237 312 394 484 �� I =I - rovide the code-re Ulred minimum ' COLLAR TIE TO RAFTER.(FACE-NAILED) (SEE TABLE 3-4) EACH END HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH • i6 3 4 5 6 316 416 525 645 ij' y' END Si; p q BLOCKING TO RAritlt (TOE-NAILED) 2-16d EACH END THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (191 20 4 5 6 7 395 519 657 807 if ALENGTH I,-I center-to-center spacing for nails 24 4 5 7 8 475 623 788 968 %! i , RIM BOARD TO RAFTER (END-NAILED) d mm) INTO THE ROOF SHEATHING. WHERE THE ROOF' SHEATHING 28 5 6 8 - 554 727 919 1129 � �'; i '' WALL FRAMING OS LESS THAN 3/4 INCH (19 1 mm) THICK, THE FASTENERS 32 5 7 - - 633 831 1050 1291 - '4°P- ."4 °....° . ' iii ;I • SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS 36 6 8 - - 712 935 1182 1452 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT SHALL COMPLY WITH ASTM F 1667. �'" I10i USE "SIMPSON" CS20 4-16d JOINT EACH 510E 4 12 12 2 2 3 3 189 247 312 382 11", i SPAR 1 1 /4"x20 GAGE TOP PLATE AT INTERSECTIONS (FACE-NAILED) P?OS 2.6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE .,( 2-16d 24" 0 C 16 2 3 4 4 252 330 416 510 -____ ___, STUD TO STUD (FACE-NAILED) 16d 16" OC. ALONG EDGES MINIMUM NUMBER OF FASTENERS REQUIRED BY THE 20 3 4 5 5 315 412 520 637 • GALV. COIL STRAPHEADER TO HEADER (FACE-NAILED) MAANUFACTURER. FOR NORMAL APPLICATION. ASPHALT SHINGLES 24 3 4 5 6 378 494 623 7652-16d PER 2x4 STUD SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR 28 a 5 6 7 471 577 727 892 ` I w/ (7)-10d COMMON . TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2x6 STUD FASTENERS PER STRIPS SHINGLE OR TWO FASTENERS PER 32 4 6 7 - 8 504 659 831 1020 WOOD GIRDER ON A 4"x6"x1/4" 36 5 6 8 - 566 742 935 1147 NAiLS @ EACH END i- 4-16c1 PER 2x8 STUD INDIVIDUAL SHINGLE WHERE THE ROOF SLOPE EXCEEDS 20 STEEL BEARING PLATE ON A "SIMPSON" TYPICAL NC I 1 O OF STRAP UNITS VERTICAL IN 12 UNITS HORIZONTAL (20.12), SPECIAL - 3 1/2" DIAMETER STEEL COLUMN INSTALLATION ,, • 2-16d 1.2 PER FOOT METHODS OF FASTENING ARE REQUIRED. 5 12 12 2 2 2 3 145 190 240 295 I EiJD I I '1113P" BOTTOM PLATE TO FLOOR JOIST BANDJOIST ENDJOIST OR 16 2 2 3 4 193 253 320 393 LENGTH i;-, : . • BLOCKING (FACE-NAILING) EXCEPTION• ASPHALT STRIP SHINGLES SHALL HAVE A 20 2 3 4 4 241 317 400 491 FLOOR JOIST I I .: 17/8" Provide minimum end distance ? -------- ------ _ - MiNIMUM OF SIX FASTENERS PER SHINGLE WHERE THE 24 3 3 4 5 289 380 480 589 INTALL CROSS BRIDGE MIN 8'-0" O.C. I -t. _ ___ _ ___ __ 1 Equal number of specified FLOOR FRAMING28 3 4 5 6 338 443 560 688 � �.- _ _ _ _ _-a ROOF IS IN ONE OF THE FOLLOWING CATEGORIES. 32 4 4 5 7 386 507 640 786 F1 q p JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PEP JOIST + 1. THE BASIC WIND SPEED PER FiGURE R301.2(4) IS 110 36 4 5 6 7 434 570 720 884 '"' i ! nails in each end BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END MILES PER HOUR (177 km/h) OR GREATER AND THE 2-sd EACH END EAVE IS 20 FEET (6096 mm) OR HIGHER ABOVE 2 ,. /'-' .. . STUD TO SILL PLATE SLAB DETAIL ( NSTALL 16" ON CENTER ) STUD TO SILL PLATE DETAIL ( INSTALL @ t6" oN CENTER ) BLOCKING TO JOIST (TOE-NAILED) 6 12 12 2 2 3 131 171 216 364 3-16d EACH BLOCK BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) GRADE. 16 2 2 3 3 175 228 287 352 I • LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 2 THE BA51C WIND SPEED PER FIGURE R301.2(a) IS 120 20 2 3 3 4 218 285 359 440 - _----_ :_-------- _ _ -- -_-_____-_-__- __ : 3-Sd PEP. JOIST MILES PER HCIUR (193 km/h) OR GREATER. 24 3 3 4 5 262 342 431 528 JOiST ON LEDGER TO BEAM (TOE-NAILED) - 3-16d PER JOIST 28 3 4 _ 4 5 306 399 503 616 I BAND JOIST TO JOIST (END-NAILED) 3. SPECIAL WIND ZONES PER FIGURE R301 2(4). 2-16d 1 PER FOOT 32 3 4 5 6 350 457 575 704 USE "SIMPSON" BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 36 4 5 6 7 393 514 647 792 _ AFT- _ _ F'905 2 7 1 ICE PROTECTION. IN AREAS WHERE THE AVERAGE - J20 Use everyother nail hole in a row to ROOF SHEATHING GAILY TEMPERATURE IN JANUARY iS 25•F (-4•C) OR LESSOR USE "SIMPSON Use every Other Hall holt n ,� COW t0 / the _ _ __ _ _ _ _ 7 12 - 12 12 12 1 2 2 2 123 160 201 245 _ _ _ 1 1 4"x20 GAGE j providecode-required minimum • (SEE ROOF SHEATHING NOTE) WHEN TABLE R301 2(1) CRITERIA SO DESIGNATES, AN ICE 16 2 2 3 3 164 213 267 327 ' CS1 S 1 1 "X18 GAGE A i ! provide the Code-required' minimum ' • STRUCTURAL PANELS - -- 8d ,FARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF 205 / GALV. COIL STRAP I center-to-center spacing for nails 20 2 3 3 4 266 334 409 '-L , • DIAGONAL BOARD SHEATHING UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING 24 2 3 4 4 246 320 401 490 '` GALV. COIL STRAP `I ; center-to-center Sp7Cin_,' for nails W 7 ' "SIMPSON" �. 1"x6" OR i"x8" 2-8d PER SUPPORT POLYMER, MODIFIED BITUMEN SHEET, SHALL BE USED IN LiEU 28 3 3 4 5 287 373 468 572 ( )-ted 1/2 I ; USE 1"x10" OR WIDER 3-8d PER SUPPORT 32 3 4 5 6 328 426 535 654 STEEL C�1P. PON A 3/'" STEEL W 4 1 Od 1 O' J OF NORMAL UNDEPLAiMENT AJD EXTEND FPCM THE EAVE'S MOiJNT!NG LATEw t 2' / ) /` 1 NAILS @ EACH END [;,. ...-- _....... ______ - ----_-_-__- -- --- ----- 36 3 4 5 6 369 4'9 602 73 W 4) / NAILS @EACH END 3' x3 ' LBPS 5/13„ • CEILING SHEATHING EDGE TO A POINT AT LEAST 24 INCHES (610 mm) INSIDE THE DIAMETER BOL S 0 A 3 1/_" -� / CONCR TE SLAB OF STRAP i 6" O.C. �� _ BEARING PLATES • -_- - - ----_=- - = EXTERIOR WALL LINE OF THE BUILDING 1 TABULATED CINNECTiON REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 2/3 OF' THE ROOF DIAMETER S'E COLUMN OF STRAP 16" O.C. ~ - GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD _ R)05 2 7 2 UNPERLAYMENT AND HIGH WIND UNDERLAYMENT ASSEMBLY DEAD LOAD (2/3 x 10 psf). --- - - I USE-"S1'`.IPSON" @ EACH 5/8" DIA. WALL SHEATHING _ _ APPLIED IN AREAS SUBJECT TO HIGH WINDS [GRATER THAN 2 WHEN THE TABULATED NUMBER OF NAILS EQUIRED IN EACH AND OF THE STRAP IS EQUAL TO I p • --t AND FRAMING IS ATTACHED IN ACCORDANCE WiTH TABLE 31, THE RIDGE STRAP AND ADDITIONAL t I 3"x3" ' ',]PS 5/8" X 8" DEEP MIN STRUCTURAL PANELS �� - Sd (SEE WALL SHEATH1ftG NOTE) •O mph (177km/h) PER FIGURE R301.2(4)] SHALL BE APPLIED NAILING IS NOT REQUIRED. F / % / / g + ANCHOR BOLTS FIBERBOARD PANELS 3" EDGE/ 6" FIELD Y,"T{ COPROSIN-RESISTANT FASTtNERS IN ACCORDANCE WITH 3 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 1Od COMMON NAILS 11111h !; BEARIt',:; PLATES ,fv1A,JUFACTURER'S INSTALLATION INSTRUCTIONS. FASTENERS AP.E REQUIRED 1N EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d SPACED 3 -0' O.C.'. 7/16" 6d t 3" EDGE / 6" FIELD /� ( ; 1 8d 1 T(0 BE APPLIED ALONG THE OVERLAP NOT FARTHER APART• NAILS IN STEEL STRIP f � @ EA ,'. 5/8 ' DIA. A PER 1995 EDITION25/32" I c I ,i' -' Sd COOLERS 7" EDGE / 10" FIELD THAN 36 INCHES (914 mm) ON CENTER 4 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE STRAP SPACING. FOR X 8 ' C'�EP MIN 'GYPSUM wa1L130AP0 (SEE WALL SHEATHING NOTE) R DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE TABULATED VALUES BY THE APPROPRI .TE IR L.ONCRETE MlNltv'1UM .� CONCRETE MINIMUM 'I OF WFCM TABLE 3.27 Sd 90_5 2$ FLASHING FLASHING FOR ASPHALT SHINGLES SHALL MULTIPLIER BELOW IF THE NUMBER OF'NAILS IN EACH AND OF EACH RIDGE STRAP EXCEEDS 8„ I I ♦ ANCHOR BOLTS Fc-3,000 PSI ! HARDBOARD 8d (SEE WALL SHEATHING NOTE) COMPLY WITH THIS SECTION SPECIAL CONNECTION HARDWARE i5 REQUIRED • �. Fc= 3,000 PSI PARTICLEBOARD PANELS - - !I I v R905 Z_81 BASE AND CAP FLASHING BASE AND CAP 5 TABULATED LENGTH REQUIREMENT ASSUME A MEAN ROOF HEIGHT OF 33 FEET FOR MEAN ROOF -=•� STRENGTH AT 28 SPACE) 3'-0" O.C. STRENGTH AT 28 - 14; f DIAGONAL BOARD SHEATHING FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUS SHALL BE PERMITTED TO BE MULTIPLIED F "t ` !I" AS PEh 1995 EDITION DAYS. 2-8d �� DAYS �,: 1"x6" OR 1"x8" 3_8d PER SUPPORT MANUFACTURER'S INSTALLATION INSTRUCTIONS BASE FINISHING BY 0.80 OF b'VFM TABLE 3.2A 1"x10" OR WIDER PER SUPPORT ' SHALL 6E OF EITHER CORROSION--PESISTANT METAL OF , , - FLOOR SHEATHING -- ' MINIMUM NOMINAL 0.019-INCH (0.433 mm) THICKNESS OR RIDGE STRAP SPACING (en) 12 16 19 2 24 48 72 1 __ __ _ _ -- ---------- -- MINERAL SURFACE ROLL ROOFING WEIGHING A MINIMUM OF 77 --s•' z MULTIPLIER 1.00 1 33 1.60 200 4 00 600 STRUCTURAL PANELS - " - POUNDS PER 100 SOUAP.E FEET (3 76 kg/m )CAP FLASHING "SIMPSON" TYPICAL lCC5.25-3 5 �^ ✓ - l'' ' - _ 1" OR LESS 8d 6" EDGE/ 12" FIELD SHALL BE CORROSION?£SISTANT METAL OF MINIMUM NOMINAL INSTALLATION CONNECTING A 3 PLY TILEVER OVER FOUNDATION (INST I_L 16" • TiLEVER OVER 1st FLOOR (INSTALL © 16" • GREATER THAN 1" tOd 6" EDGE / 6" FIELD 0.019-INCH (0.433mm) THICKNESS LVL AND A 3 1/2" DIAMETER STEEL -- ---------- - - - - -- - _ - --- - --- DIAGONAL BOARD SHEATHING 2_3d PER SUPPORT TABLE 3.7 - RAFTER /CEILING JOIST HEEL JOINT CONNECTION COLUMN „ US "SIbr1PSON" ___ • - 1 1'x6" OR 1"x8" E905.2 8 2 VALLEYS VALLEYS LININGS SHALL BE INSTALLED IN USE SiMP ) 6' 3-8d PER SUPPORT ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS 20 psf ROOF LIVE LOAD .1_ 1 1/4".2. ;AGE USE R-38 BATT t"x10" OR WIDER -_- / G USE R-38 BATT I • 1-NAILING REQUIRMENTS AP.£ BASED ON WALL SHEATHING NAILED ON-CENTER AT TH£ PANEL EDGE IF WALL SHEATHING' IS NAILED _INSTRUCTIONS BEFORE APPL'fING SHINGLES VALLEY LININGS OF .----------= -- -' - - = -- 1 1/4"x20 x20 GA -- GALV. STRAP INSULATION OVEN T is'' 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HiGHER SHEAR CAPACITIES, NAILING PEQUIPEMENT3 FOP STRUCTURAL MEMBER_ SHALL THE FOLLOWING TYPES SHALL BE PERMITTED- ROOF SPAN (ft) ROOF SPAN (ft) _ SHEAR WALL SEGMENT DETAIL GALV. STRAP - INSULATION OVE E T ' 6E DOUBLED OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. 12 24 28 36 12 24 2B 36 N.T.S. PER WFCM FIG 1.5 do SEI,. 3.4.4.2 , w/ 5-8d CC)MMON, I SIDE AIR 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED ------ -___�_ - -_ `.-__--___--:-_---_-- -- --__-_�= W 5 8d COMMON - SIDE AIR { ,: 2. WHEN WALL SHEATHING IS CONTINUOS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE WITH METAL, THE VALLEY LINING SHALL SE AT LEAST - / NAILS IN EACH REQUIRED NUMBER OF REQUIRED CAPACITY OF , MIMIMUM SHEAR WALL SEGMENT SIZE NAILS IN EACH .•. = r�n_+' REDUCED TO 1-16d NAIL PER FOOT. 24 INCHES (610 mm) WIDE, AND LINING AND OF ANY RAFTER RAFTER .16d COMMON NAIL PER HEEL HEEL JOINT CONNECTION Mg USE "SI END @' 16" 0.C. `- - OF THE CORROSION-RESISTANT METALS IN TABLE SLOPE SPACING (in.) JOINT SPICE 1.2.3,4.5 ASPECT RATiO: H/L S 3 1/2" ;� r r 8905 2 8 2 __ WALL HT (H) SEGMENT ur�DrH (W) END @ 16" O.C. .� ---1 1/4"x20 GAGE t P. USE "SIMPSON" (Lbs) 1,2,3.4,5 fl ti 2 FOP, OPEN VALLEYS, VALLEY LINING OF TWO PLIES GF - / Jam) 1 1 4"x20 GAGE ' ROOF SHEATHING NOTE: 12 4 6 8 11 320 576 623 1067 L _.__ _ 3'_t" 2'-4" 11 �_ /MINERAL SURFACE ROLL ROOFING, COMPLYING WITHi\i_ GALV. S RAP k ASTM D 249, SHALL BE PERMITTED THE BOTTOM 3 12 16 5 8 it 14 426 766 1095 1419 1 ;_ gyp`, - GALV. STRAP LAYER SHALL BE 18 INCHES (457 mm) AND THE TOP �- -_- 24 7 it 16 21 640 1152 1675 2137 - 9'-I" 2'-8" "� cj-u; COMMON ( - l •-- �_ ,ri ; rr/ 5-8d COMMON (CAN USE 10d BOX NAlts AS - - INTERtOIR ZONE- 16" ON-CENTER RAFTER/ TRUSS SPACING - LAYER A MINIMUM OF 36 INCHES (914mm) WIDE. = 10'-1" 3'-0" _ \ NAIL FLOOR JOIST 2" BLOCK, F- �, INC _ , ALTERNATIVE) 12 3 5 6 8 240 432 617 800 - ( SI ;, Nf IN EACH NAIL SPACING - PANEL EDGE- 8d COMMON 6" ON-CENTER 3 FOR CLOSED VALLEYS (VALLEY COVERED WITH 4 12 16 4 6 8 11 319 575 821 1064 N) 2" BLOCK F. "'INC, �� FOR II ._,I_ ATION 1 2'-0' MAX r:---- --- ---- - , LINING OF ONE PLY OF SMOOTH 24 5 9 12 16 480 864 1234 1600 FOR I .� ATiON k. 2 -0 MAX \ 2-8d 4MMiNAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMON ® 12ON-CENTER SHINGLES}, VALLEY _ - END @ ." O.C. ROLL. ROOFING COMPLYING 'r/ITH ASTM D 224 TYPE II• PERIMETEREDGE ZONE- 16" ON-CENTER RAFTER/ TRUSS SPACING12 3 4 5 7 192 346 494 640 _ rr `- NAILS . SILL PL __ _ OR TYPE III AND AT LEAST 36 INCHES (914 mm) WIDE 16 3 5 7 9 255 4.60 657 851 OR VALLEY LINING AS DESCRIBED IN ITEMS 1 AND 2 5 12 24 4 7 10 13 384 692 988 1280 - USE "SIMPSON" } ... NAIL SPACING - PANEL EDGE- 8d COMMON 0 6" ON-OM 0 I ABOVE SHALL BE PERMITTED SPECIALTY ------- ---1- PHD2-SDSE HOLD DOWN NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COM►ACM ® 6" ON-CENTER UNDEPLAYMENT COMPLYING WITH ASTM D 1970 MAY 12 3 3 4 5 137 247 353 4$7 = DECK DETAILS (NOTE USE TRIPLE ZINC CONNECTORS) FiGURE 2.2a -TYPICAL LATERAL FRAMING -- - - - ----- - - - -- -- _____--- --- ------•-_' __- =3 • BE USED IN LIEU OF THE LINING MATERIAL- ----- w/ SSTB16 ANCHOR - WALL-SHEATHING NOTE: 7:12 164 3 4 5 6 1824 328 470 60814 - / BOLT 24 3 5 7 9 274 494 706 9I♦ -/ - - I TABLE R905.2.8.2 - 12 3 • 3 3 4 107 192 274 356 ' RPS CONNECTIONS - ---- - ALL.CONSTRUCTION SHALL ,„, (CAN USE 10d BOX NAILS AS iNTERIOIR ZONE- 16" ON-CENTER STUD SPACING VALLEY LINING MATERIAL 9.12 16 3 3 4 5 142 255 364 473 • _ CROSS SECTION END VIEW ALTERNATIVE) - _- 24 3 4 6 7 214 384 548 712 _ -RAILING NAIL SPACING - PANEL EDGE- 8d COMMON 6" ON-CENTER MIN:!.+Uti1 - _. wee/E► rtHERE©UiR�MENTSOFT E >''I'` - OON-CENTER THICKNESS WEIGHT 12 3 3 - 3 3 80 144 206 267 I CODES OF-NEW,YORK STATE: •0, 0 •' ...il, \ -f `'^ . , NAIL SPACING INTERMEOMIATE SUPPORTSd COMM_M 12" Ofd CENTS • MATERIAL (Inches) GAGE (pounds) 12-12 16 3 3 3 4 106 192 274 355 "__-___-:_W' q \1/ '.i" ,N4c �,, , • 4" EDGE ZONE- 16' ON-CENTER STUD SPACING -_ 24 3 3 4 6 160 288 412 5340 •0• V . •0• k1 ;.:.,COFFER - __ _ - 1 2 HEEL1 I'IJOINTG �CONNE.TIONSMENTS AARE NOT REOILL BE T VRED M ED TO BE i£THEERIGD E ISO SUPPORTED BYF NAILS AR FIAHLOAOBEAPIN; CERTIFICATION OF POST , _ __-_NAIL SPACING - PANEL EDGE- sd CU1MOrJ 6" ON-CENTER - -�- -_ - 1 -� �-NAIL SPACING - INTERMEDMIATE SUPPORT - 8d COMMON 6' ON-CENTER ALUMINUM 0024 - - WALL, HEADER QP RIDGE BEAM NAILING 8c CONNECTIONS tV f '� ! °. � � - CIK,17 -- _- 't - '•-' ----- -- - -' 3 WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS „ 2'y:"'.x'M _ ' STAINLESSSTEEL - 28 - TO A LOADREAP:NG WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE • 1/2 CDX PLYWOOD I�agnitt'ED1 © SIT:CINV. i f) •, Simpson Str,,r,a ';.� THiS STRUCTURE IS LOCATED IN A WIND BORNE DEBRIS REGION , ---- -- --- ------- --- PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION ICJ SPANp� - 1 . GALVANIZED 26 (zin•_ 4 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR NEILING JOIST TO CEILING JOIST LAP SPLICES EXTERIOR w/8d NAILS © 6" OC. EDGES • * ..4.7i Jrf `�,`'��"x:' - ' - OPTS - ALL BUILDINGS WITHIN ONE MILE OF AN OCEAN, BAY, EC SOUND SHALL MEET THE REQUIREMENTS OF STEEL 0.0179 cJ,3+ ,j G90 - 5 TABULATED HEEL JOINT CONNECTION REOIJIPEMENTS ASSUME CEILING JOISTS OR RAFTER TIES APE • . : i LOCATED AT THE BOTTOM OF THE ATTIC SPACE & 12 O.C. IN THE FIELD. ''' ° ' 2 MIVIM'JM SL'tCOV£R Simpson Strong- e `THE RESIDENTIAL CODE OF THE STATE OF NEW�ORK" CODE SECTION R301 DESIGN CRITERIA PART R301 2 1 2 -------_..______�_ _ _ p g- (INTERNAL PRESSURE) `5,,c,-___6 'y C hof ZINC ALLOY -- 0 O-7_ - -_ -- - _ HEEL CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE FOLTTIC SPACE, THE TABULATED / w/ Simpson Strong-Tie Simpson Strong-Tie PC I . t EL JC+NT CONNEC11C*I REQUIREMENTS SHALL BE IN REASED 8Y THE FOLLOW NG FACTORSDONOTPROCEEDWITH PB4 F p _( 1 2 GYP BD. INTEF�IOR 5d COOLER 1•t ;FACTOR IN THE FIELD. I�FFOUNDATiONLOCATiONLOCATED iN WIND-BORNE DEBRIS RECdONS SHALL HAVE WIND-BORNE DEBRIS PROTECTION PAINTED TEr NE - 20 Simpson Strong-Tie i - 3 , - GLAZED OPENINGS PROTECTED FROM WiND-BORNE DEBRIS OR FASTENING SCHEDULE FOR WOOD - - -------- -- 5/6 6.00 PLUMBER �E�?T/FICAT/QN HAS BEEN APPROVED. DBTI _ •m� • THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED R_2O5 2 8_. CRIQKETS_AK__SPQQL�5 A CRICKET OR SADDLE - 4/5 500 _ _ Z�� ..._- ___,-,R_-_Ai ,- ��' STRUCTURAL PANELS a,b,G,d SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY 3/4 4.00 ON LEA�' =� , , I BUILDING IN ACCORDANCE WiTH "THE BUILDING CODE OF, NE'+V CO TENT BEFOR - YORK STATE". GLAZED OPENING PROTECTION FOR WIND-BORNE - GREATER THAN 30 INCHES (762mm) WIDE. CRICKET OR 2/3 3.00 , • .1.. APPRO ED AS NOTED �� - ,f �� tL - DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE FASTENER SPACING SADDLE COVERING SHALL BE SHEET METAL OR OF THE SAME 1/2 200 FOCCUPANI• _ CERTIf rc A, • TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED MATERIAL AS THE ROOF COVERING. i/3 i.50 b = = '"••�' 4 FOOT 6 FOOT 1/4 t 33 SOr rl U•ED IN DATE: ! B,P,# T E,�b5-� _ ��- JOIST � �� WATER_ _ THEREIN. FASTENER PANEL SPAN <PANEL SPAN <PANEL SPAN 8905 2 8 4 SIDEWALL FLASHING, FLASHING AGAINST A VERTICAL t/5 1 25 ' _ __:_=_._>. ' c �..�. '1 - ---� � EXCEPTION WOOD STRUCTURAL PANELS WITH A MINIMUM TYPE s4 FOOT s6 FOOT s8 FOOT SIDEWALL SHALL BE THE STEP FLASHING METHOD t/6 1.20 SUf SV'•�TEMCA OT FEE: •�� BY;�� � - .� _ �' 1 ` THICKNESS OF 7/16 INCH (11.1mm) AND A MAXIMUM 9/10 1.11 EXC ) o NOTIFY BUILDI DEPARTMENT AT �� =. iI / 2 1/2" ,f6 _LIQ5.2,8 5 OTHER FLASHING, FLASHING AGAINST A VERTICAL t 2/1 ' OF 1/LEAD. f _ _ "TECO" JOIST HANGER __- - IIIp `SPAN OF 8 FEET (2438 mm) SHALL BE PERMITTED FOR WOOD 16" 12' 9" FRONT WALL, AS WELL AS SOIL STACK, VENT PIPE AND t,h 765 18 2 8 AM • 4 PiJI FOR THE LEDGER *� ' . . . OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. SCREWS CHIMNEY FLASHING, SHALL BE APPLIED ACCORDING TO \ I _ IVI "`.i «�;�„.... FOLLOWING INS', CTIONS: PANELS SHALL BE PRECUT TO COVER THE GLAZED ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. tir1 �. FOUNDATION - SECURE TO STRUCTURE w/ 1/2' LAG BOLTS ® 16" O.C. �'�__�.� fir'" 4 OPENING WITH ATTACHMENT HARDWARE PROVIDED. 2 1/2" N8 16" 16' 12" t* TWO REQUIRED 1• ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WiTH Yr000 • TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE SCREWS /� �z ' FOR POURS CONCRP'"E OCCUPANCY . r�� 4 '-UMBING , CYOR 1 �.C1c/�oSFo 37"z7SF .2-.s>'o.�'y�Es�o�,.�- II COMPONENTS AND CLADDING LOADS DETERMINED IN WiNDOW NOTES: '4,.' ' 2. ROUGH F� r.�l r ACCORDANCE WITH THE PROVISIONS OF "THE BUILDINsr d. THIS TABLE IS BASED ON 110 mph WIND SPEEDS AND A ' ^* P UMBING USE "SIMPSON" 3. INSULATlO.''J USE Is UNLA r,\,.. D ' ?c,,, /i�� ��� 7//74/A iJ' • CODE OF NEW YORK STATE", 33- FOOT MEAN ROOF HEIGHT. - tt % PHD2-SDSE HOLD4• - 0(-4:.-RU:;-10N MUST WFUL `gid l cR� FOS ' i' ALL UMBING WAS'-E or FOrRTr:t4 WITHOUT �; SCALE, i 17RAkdJ Br, J�11! b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS Ob i. ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM "ANDERSEN" I &W' ER LINES NEED w/ 5/8" TREADED f��8 CERTIFIC ��� ^' / �/pdact APPRaVED sr,I THE WOOD STRUCTURAL PANEL. WINDOW CATALOG UNLESS OTHERWASE NOTED. V "•-1ALL CONSTRUC ILiN SL MEET THE ATE' C. NAILS SHALL BE 1Od COMMON OF 12d BOX NAILS. USE "ANDERSEN" LOW-E WINDOW WITH U-VALUE OF 0 35 4 TESTING BEFORECOVERING t , '#. } rJREQUIREMENTS OF THDES OF NEW OF OCA UPANCY t 4( ' I,, :�" * ; °ATE. %�"�� '" 1Z1�/ISEi7 BY , d. WHERE SCREWS ARE ATTACHED TO MASONRY OR 2. WNDOW DESIGN PRESSURE RATING r TYP. CONNECTION FORYq-��STATE. N•T RENSIBLE FOR -=" MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING WINDOWS WITHIN 4'-0" OF CORNERS SHALL MEET OR EXEED -5*"^J (fin I^��� Cobert J. Gruber - trG�'iitPGt STORY APPLICATiONF ' Cn 'STR� ER ,. VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM DESIGN PRESSURE RATING OF 30 lb/S F. ALL OTHER WINDOWS S' / 43571 �.k- ; 416 Expressway Drive 5o. Medford, N.Y. 11163 (631) 654-4141 , ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. SHALL MEET OR EXCEED DESIGN PRESSURE RATING OF 25 - FLOOD ZONE !UNDERWRITE •rF OF NEVI y° DRAWING Nln1BER, • lb/S.F. RETAIN STORM WATER RUNOFF =M REQUIRED COVER SHEET I OF 1. , PUP9' 'ANT TO SECTION 45-10 PLY WIT" >r1. ". ." . • HL. i'',''/N CODE. ^•• r DAMAGE PREVF'ITI(N • 1 c I tr . '- / r r 'I b��/. 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