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Home My WebLink About9878-zTOWN OF SOUTHOLD BUILDEqG DEP~ Town Clerk's O~iee Southold, N. Y. Certificate Of Occupancy THIS CERTIFIES that the buiMing located at . .~.7~..Q...R.o.~..~..s.o.n...L..aB.e .... ~ Map No..~. ...... Block No ...........~ No, .. P.m~..o~ .1o0~ .~. ~. ............ conforms substantially to the Application for Building Permit heretofore ~ed in this office dated . .J..u.~.y.....~.7. ......... , 19.7.8.. pursuant to which Buildl-s Permit No...9..~..~.. dated . .A..u.=.m..s..t...'1. .......... , 19.7..8, was issued, and conforms to all of the require- meats of the applicable provisions of the law. The occupancy for which iht, cert~th..ate is issued is ......... .~. Ay..a.t.e..Q~.e..F..ar~..~y..~-llr~g ............................... Ca~charine Od.brier The certificate is issued to ........................................................ (owner~ of the aforesaid buJJdin~. Suffolk County Department of Health Approval D. ecemher. 5.,..197.8.. 8:-..,50.r. 78. ..... Robert A. Villa UNDERWRITERS CER~ICA~ No. Pen..d~. HOUSE ~ER ..... 1.75.0. .... Street ......R.q'l?.,i~.qn...I.,..a-9. ~ ..................... ......................................... .. .P.e. ~,~i.q ,. ~..~.. yp.r.k. ................ Building In~tor County Tax Number lO00-098-Z~.2&. FO]~M NO. TOWN OF BUILDING DE,P,.ART/~NT TOWN c~.~ s, omc~ sou~.o~, ~p]LDING PERMIT (T)qiS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL C~)MPLETION OF THE WoRk AUIHORIZED) N°. 9,878 Permission is hereby granted t6: 'tO ~.' ~ Dul~lgmg ,nspector; ~ ~, 'approved by the FORM NO. $ TOWhi OF $OUTHOLD Building Delmr~ment Town Clerkc Office Southold, hi. Y. 11971 APPLICATION FOR CERTIFICATE OF OCCUPANCY Instructions A. This application must be filled in typewriter OR ink, and submitted in triplicate to the Building Inspector with the following; for new buildings or new use: h Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final approval of Health Dept. of water supply and sewerage disposal--(S-9 form or equal). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Commercial buildings, Industrial buildings, Multiple Residences and similar buildings and installations, a certificate of Code compliance from the Architect or Engineer responsible for the building. 5. Submit Planning Board approval of completed site plan requirements where applicable. B. For existing buildings (prior to April 1957), Non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, buildings and unusual natural or topographic features. 2. Sworn statement of owner or previous owner as to use, occupancy and condition of buildings. 3. Date of any housing code or safety inspection of buildings or premises, or other pertinent formation required to prepare a certificate. C. Fees: 1. Certificate of occupancy $5.00 2. Certificate of occupancy on pre-existing dwelling or land use $5.00 3. Copy of certificate of occupancy $1.00 Date .......... New Building .................... Old or Pre-existing Building ............................ Vacant Land ............................ Location Of Property ...~./..,~......~-,~../~./..~.~..~.~.....]~.,~..~...,-.-- -- ........ .~.~;.~..~,!i.~. ...... .~..~.'...~..' .................... Owner Or Owners Of Property .~./~..~.~.~9.~..~..L'R~,,.....~)....~...~.~'~ .~..1~ ..................................................... Subdivision .~...~...~..q.~.i.fA....~.h~..~....(~.~.~..~..::: ........ Lot No..~ ...... Block No ............. House No.~..2.4.~ Permit No, .~....~..~..y.~/./~/~o~Date Of Permit .~.~...~..~....~r.....Applicant ~.~.~-.(Z-.i~.-~)..i~.-~.''-q--,.,[J~..~'E.,,,q....,I,~.,..~...' ..... m Health Dept. Approval ............. .~...L~,.~'.~. ............. Lobar Dept. Approval ................................................ Underwriters Approval .~....~....~.. ............ I.,.c[,.q,c[. .......... Planning Board Approval ........................................ Request For Temporary Certificate ........................................ Final Certificate ...~ .............................. Fee Submitted $ ,...~......0...~. .................... Construction on above described buildina and-~permit meets~p~plicable r. odes and regulations. Sworn to before me this ................ day of ............................................ Notary Public .................................... County (stamp or seal) TEL. ~65-~6613 ABRANAH B. EASTWOOD, JR. 1211 OLD YORK ROAD, ABI N.GTON, ARCHITECT PA. 19001 215. ~87-0844 26 July 1978 Mr. Edward Hindman Building Department Town of Southold Main Road Southold~ New York 11971 Subject: Floor and Roof Deck~ Cathy Odhner Residence~ Robinson Lane. Dear Mr. Hindman: Persuant to our conversation on 25 July 1978; i have rechecked the floor deck calculations for the subject project~ and am glad you brought your questions to my attention. After our conversa%ion~ I reveiwed the enclosed Weyerhaeuser table with Weyerhaeuser and found that contrary to my previous information~ "Max. allowable load (P.S.F.)" means "Total load (P.S.F.)"~ not live load. Therefore~ I have revised the structural diagram for the floor (Bedrooms ~2 & ~3) as shown on the accompanying prints~ and enclosed computa%ions~ based on Weyerhaeuser tables for 1/~80 and 1/240 deflection. Although the structure would no doubt be adaquate as originally shown~ I must %hank you for saving me some embarassmen% with my client for a "bouncy" floor. Abraham B. Eas%wood, Jr. c. c. Larry Liso ABE/pmg 6.4/Wey Hem-Fir Laminated Decking (2W' Net) Ponderosa Pine Laminated Decking (2W' Net) Hem-Fir Laminated Decking (3" Net) Ponderosa Pine Laminated Decking (3" Net) Hem-Fir Laminated Decking (33/.'' Net)* Ponderosa Pine Laminated Decking (3%" Net)* Hem-Fir Laminated Decking (41A'' Net)* Span (Ft,) 7 13 14 15 7 8 9 10 11 12 13 14 15 10 11 12 13 14 16 17 18 10 11 12 13 14 15 16 17 18 16 18 20 21 22 23 12 13 14 15 16 17 18 19 20 14 16 17 18 19 2O 21 22 MAX. ALLOWABLE LOAD (PSF) Based On Based On Based On Max. Oefiectio'~ Max. ~eflection Max. Deflection of 1/180 of Span of 1/240 of Span of 1/360 of Span Controlled Random Simple Layup Span 230f 201 175f 135 20 Controlled Random Simple Layup Span 212 151 142 101 42 ~0 3O 51 35 Controlled Random Simple Layup Span 141 100 94 67 6e 47 48 34 36 26 28 20 22 101 72 67 48 47 33 34 24 26 2O 115 82 86 61 66 47 52 37 42 29 34 82 58 62 44 47 34 37 26 30 66 47 54 39 45 32 38 27 32 125 86 96 67 75 52 60 42 49 34 40 28 34 23 29 20 24 2O 141 100 115 82 94 67 79 56 66 47 56 40 48 34 42 29 36 26 *Available on special rnquiry only In areas subscribing to ICBO recommendations, span tables approved under ICBO research report #1904 are available at the nearest Weyerhaeuser Customer Service Center or Area Sales Office Designs for floor loading shall be hmtted to deflechon of 1/360 and a rmmmum allowable Icad of 70 PSF Roof decking installation should provide adequate dtainage and slope to avoid wator pond~ng which may occur with allowable deflechons (Reference AtTC Timber Construction Manual, 1974, Secbon 4, page 4-165 ) For complete detads see Installation SectJoR f indicates span controlted by bendtng value, 7 Laminated Decking DESCRIPTION Weyerhaeuser® Laminated Decking consists of three plys kiln-dried to a uniform moisture content (maximum 16%) before they are surfaced and bonded. Hem-Fir is manufactured to a nominal 6" width, ponderosa pine is available in nominal 8" width. Generally, all three plys of decking are of the species named; however, ponderosa pine decking may have cores and backs of Hem-Fir or Douglas fir, at plant option. All three plys of Hem-Fir are Hem-Fir. The standard surface is a machine sanded face. (On special inquiry, faces can be cross sanded for saw textured effect, or wtre brushed in minimum quantities of 5 MBF.) Laminated Decking/Prestalned Weyerhaeuser Laminated Decking i.s available prestained in any color of Olympic semi-transparent stain (except 706 and 713). This type of stain, while pigmented, allows the grain and texture of the wood to show through. A wide range of colors is offered, suitable for both interior and exterior use. Available only on orders for $,000 or more board feet. Prestained decking is slip-sheeted for protection and packaged in units. USES Roof and floor decking for churches, schools, homes, apartments, institutional, commercial and industrial construction. SIZES Ponderosa Pine: Available in nominal widths of 8", in 2-1/4", 3" and 3-3/4" net thicknesses. Hem-Fir: Available in nominal 6" width, and in the following net thicknesses: 2-1/4"; 3"; plus 3-3/4" and 4-1/2" on special inquiry only. LENGTHS Manufactured in lengths of 8' to 20'; trimmed to nearest inch. Pieces T' or more short of a full foot are tallied at the next shorter foot. Decking Length Mix* 2-1/4" 30% 8 & 10'; 55% 11 - 14'; 15"/o 15' & Ion~ler , 3" 20°/o 6 & 10'; 45% 11 - 14'; 35% 15' & longer Spec~hed Lengths Subject to Special Inquiry *Percenfages based on board foot measure. 3-3/4" & 4-1/2" For spans exceeding 16', a specified length pattern should be used. Consult Laminated Sales Representative for assistance in determining length selections. Specified length decking may contain scarf joint on face and will be 1/4" narrower than standard width. FACE APPEARANCE GRADE~ Architectural -- Use where attractive natural appearance is a requirement. Occasional face plys may have some but not all of the following normal growth characteristics; occasional pin holes, short splits or checks, medium torn grain (including shelling), light skips in surfacing, and sound tight knots (no kno,t~oles),up to 2" in diameter in Hem-Fir and up to 3-3-1/2 for 6' and 8" Ponderosa Pine. For a more definitive description, refer to paragraph 30.13 and l18-b in 1970 WWPA Grading Rules. Utility -- Use in commercial/industrial applications where a greater number of natural growth characteristics, including knotholes and open defects in the face, are acceptable. These characteristics have no effect on structural strength or other serviceability and should be considered only from an appearance standpoint. Utility grade is available on inquiry only. A reliability should be checked before making commitment to your client. Note: Pressure treatments of laminated deck for normal architectural uses are not recommended. When specifications require pressure treatment, special inquiry must be made to the plant prior to order acceptance. In some of these cases the physical properties and appearance of the Laminated Decking will be altered by various commercially available treatments, and the end user must be aware of and agree to this before the order is accepted. [ 8UILDINGPRODUCT SELECTOR - prepared ia-accordance~ with criteria .O~elope4 ~lf;~ ~~P?ducers[ Coai~¢il~-~ r~ LBR-26 SPAN ARRANGEMENTS Random Length Random length pieces laid in continuous pattern can only be applied over four** or more supports (three or more spans) with all joints end matched. End joints must be at least 24" apart in adjacent courses and at least 12" apart if separated by one course of deck. Pieces must rest on at least one support with not more than one joint between supports in each course. In any 12" wide cross section of deck parallel to supports, the number of end joints must not exceed one-third the number of decking courses. Random Layup Simple Span Simple Span In simple span construction, each piece of decking is supported at both ends, Install single span length pieces wilt all end joints on supports. **W~th less than four supports a special pattern requiring specified lengths must be used. ESTIMATING QUANTITY The following table gives factors for converting from square feet to board feet for ordering purposes. Waste factors not included because decking is end matched and waste held to a minimum. (Board Ft. Required per Sq. Ft. of Area Covered) 2~1/4" 3,35 3.37 3" 4.46 4.50 3-3/4" 5.58 5.61 4-1/2" 6.70 -- · 2-3/4" is now scaled as 3 x 6 rather th an 4 x 6 in the calculation of board foot coverage, THICKNESSES 2- Va" Net Thickness 3-%" Net Thickness 3" Net Thickness 4-V2" Net Thickness (Special Inquiry Only) PATTERNS (Available in all thicknesses) (Standard) ~ ~4" 5-3/8" (Hem-F~r) 7-W' (P. P~ne) Channel Pattern (Special Order) 7-¼" (P. Pine) Board&Batten (Special Order) 7-V8" (P. Pine) Grooved Pattern (Special Order) Outsi~orners Eased 2"~ 5-% (Hem-Fir) 1 7~W' (P. Pine) (No, of grooves vary w~th width '~ 8" shown) Typical Frame Wall Construction Typical Post and Beam Construction ~.I;~¥ O%~ZA~L~ SPANS iRED STAR LAMINATED DECKING (2-1/4'actual) WEST COAST HEMLOCK Type C & D Tyoe E 15-7 13-9 13-7 12-0 Type 9-6 . WHITE STAR LAMINATED DECKING (2-3 '4" actual) WEST COAST HEMLOCK 1,750,000 psi MOE (HEMLOCK} TOTALLOAO POUNDS PER SQ, FOOT 2O 30 5O 70 9O ALLOWABLE SPAN IN FEET ANO INCHES SASED ON MAX. DEFLECTIOH 100 120 14-0 13-2 12-0 10-9 10-5 Type C & 0 Type E BLUE STAR LAMINATED DECKING (3" actual) WEST COAST HEMLOCK (HEMLOCK) TOTAL LOAD POUNDSPER SO. FOOT 20 30 40 5O 60 70 I2-8 15-3 109 10.7 9-5 LOAD TABLES MAX ALLOWABLE LOAD (PSF) Based On Based On Based On /// Max. Deflection Max. Deflection Max. Deflecbon of 1/180 of Span of ,1/240 of Span of 1/360 of Spa~, ,, Controlled Controlled Controlled Span Random Simple Random S~mple Random Simple (Ft.) Layup Span Layup Span Layup .... Span Hem-F~r ~ 230f 201 212 151 141 100' ' 8 175f 135 142 101 94 67 Laminated Decking 9 133 94 100 71 66 47 - (2-1/4" Net) 10 97 69 72 51 48 34 11 73 52 54 38 36 26 12 56 40 42 30 28 20 13 44 31 33 23 22 14 35 25 26 15 28 20 21 Ponderosa Pine 7"' 172f 144 151 '108 101 72 8 132f 96 101 72 67 48 Laminated Decking 9 95 67 71 60 47 33 (2-1/4" Net) 10 69 49 52 37 34 24 11 52 37 39 27 26 12 40 28 30 21 20 13 31 22 23 14 25 15 20 Hem-Fir 10 200f 164 172 123 115 82 t I 165f 123 129 92 86 61 Laminated Decking 12 133 94 100 71 66 47 (3" Net) 13 104 74 78 56 52 37 14 84 59 63 44 42 29 15 68 48 51 36 34 16 56 40 42 30 17 46 33 35 16 39 29 Ponderosa Pine 10 150f 117 123 88 82 58 Laminated Decking 11 124f 88 96 66 62 44 12 95 68 71 51 47 34 (3" Net) 13 75 53 58 40 37 26 14 60 42 45 32 30 15 49 34 37' 26 16 40 28 30 17 33 18 28 Hem-Fir 15 133 94 100 71 66 47 16 109 78 82 58 54 3g Laminated Decking 17 91 85 68 48 45 32 (3-3/4" Net) 18 77 54 57 41 38 27 19 65 46 49 35 32 20 56 4O 42 30 21 48 34 36 22 42 30 31 23 37 Ponderosa Pine 11 248f 172 187 129 125 86 12 192 133 144 100 96 67 Laminated Decking 13 151 105 113 79 75 52 (3-3/4" Net) 14 120 84 90 63 60 42 15 98 68 74 51 49 34 16 81 56 61 42 40 28 17 68 47 51 35 34 23 18 57 39 43 29 29 20 19 48 33 36 25 24 20 41 29 31 22 20 Hem-Fir 14_.230f 201 212 151 141 10D' Laminated Decking 15 200f 164 172 123 115 82 16 175f 135 142 101 94 67 (4-1/2" Net) 17 156f 112 118 84 79 56 18 133 94 100 71 66 47 19 113 80 85 60 56 40 20 97 69 72 51 48 34 21 84 59 63 44 42 29 22 73 52 54 39 36 26 in areas subscribing to ICBO recommendations, span tables approved under ICBO research report #1904 are available at the nearest Weyerhaeuser Customer Service Center or Area Sales Office. Designs for floor Ioad~ ng shall be limited to 1/360 and a minim u m allowable Icad of 70 PSF. Roof decking installation should provide adequate drainage and slope to avoid water pond~ng which may occur with allowable deflections. (Reference, AITC Timber Construcbon Manual, Sechon 4, page 4-165 } For complete details see Installations section f indicates span controlled by bending value. ,GREENPORT LUMBER C.'.'L, i.~ .~ ~b, of Ge~rEe L, Peony, inc. Main Road, Gmenport, L. t., ~l. ¥. CONSTRUCTION DETAILS NAILING DETAILS Toe-nai~ at ~0-inch c~nters, staggerlng ~ocatlons cent courses. Drive at angle of 40~ to 50~, s!art~ng'about L' to 1~/~'' from decking ~ge. Use 8d nails for Red S~ar decking, 10d nails ~or White Star, and 16d for Blue Brown Star and Black S~ar decking. For Red Star ~ecure each piece by nailing through the deck onto the suppor~- in~ member wit~ 30~ nails. Use 40d for White Siar [Hue Star deckh~g, 60d ~or Brown Star d~king, spikes ~or Black Star d~king. To conceal wiring, rout ~p of deckh~g parallel ~o'spm~ only. Routing perpendicular lo decking span shall be done only over support member. Wir~g may be covered, wilh rigid insulaHon wilhout routing. , TYPICAL FRAME WALL CONSTRUCTION TYPICAL POST AND BEAM CONSTRUCTION ',: '¸% ARCHITECTURAL SPECIFICATIONS ' ' Furnish Weyerhaeuser Laminated Decking, West Coast - ' Hemlock, lselect appearmqce grade as applicable), face (select from machine sanded, saw textured or wire brushed). Laminate with waterproof adhesive ASTM 1101-59 test requirements. M~:tulus of elas~ie.~ty E 1,75. Lar~/nated decking shall be ~2 moisture content. Appearance grade, and average E ra~- lng shall be stamped on each p[ece. ,~-'. Weyerhaeuse~ Coxmp~m~y '" ;-': ' ' ' ' · Decking Deck and Added Insulation Thickness Species Thickness 3-ply Actual Roof 1/2" 1" 1-1/2" 2" Roof 2-1/4" ,27 .20 .16 .13 .10 Over-all heat transmission Hem~Fir 3" .21 .17 .13 .12 .09 coefficients U) for Weyerhaeuser Laminated Roof Deck ng w{th a 3-3/4" .19 .15 .12 .11 .08 three-ply built-up roof and 4-1/2" .16 .13 .11 .10 .08 different thicknesses of rigid insulation board (K = 0.36) 2-1/4" .23 ' .18 .14 .12 .10 Ponderosa Pine 3" .20 .15 .13 .11 3-3/4" .16 .14 .12 .10 .08 Floor U Va~ue U Value 4-1/2" decking with underlayment ................... 17 Cork Tile 1/8". ..................................... 163 Same plus Carpet & Fibrous Pad ................... 126 Tile {Asph. LinD.) Same plus Carpet & Rubber Pad .................... 14 (V~nyl, Rubber) ................................... 17 NAILING 1. Use a short block ol laminated decking for driving each course of decking tight [y in place. Do not hammer the tongue. 2. Install decktng with tongues up on pitched rooI~. On flat roofs tongues should be outward in direction of laying. 3. Usc extreme care when attempting to install an occasional crooked or warped board. (Extremely crooked or warped boards should be either discarded or set aside to be cut and used at the end ct the course as a "short" piece.) 4. First, thsten decking to supportmg members by nailing through decking with nad size shown in ,?aragr,a, ph 6. Use two nails per crossing lor nominal 6 and 8 wide decking and three nails per crosstng lbr nominal lO" wide decking. Then secure adjacent rows by toenailing at maximum 30" centers, staggering locations in adjacent courses. Drive at an angle of 40~' to 50° starting within 12" lrom end ol each decking piece and I" to 1%" in [rom edge ol groove. Recommended nailing methods given here should be checked for conlormance with local building codes. Longer nails may be reqmred I or lastening the decking to supporting members In areas subjected to high winds. To conceal wiring rout top o! decktng parallel to span at mid-width. Routing perpendicular to decking span shall be done only as directed by competent engineer to assure sufficient structural adequacy of remaining section. Wiring may be covered with rigid ~nsulation without routing. LAMINATED DECKING WEIGHTS Wei~ht Ship 'Weight PSF Lbs./MIBF Hem-Fir -- 2-1/4" 5.8 1750 3" 7.7 1800 3~3/4" 9.7 1800 4-1/2" 11.2 1850 Ponderosa 2-1/4" 5.2 1600 P~ne 3" 7.0 1700 3-3/4' 8.8 1900 5. Each course ol decking should be securely nailed before starting installation o[ next course. Caullon. Any p~ece of decking that has not been securely nailed in place MUST NOT be stepped on or rehed upon for support Nail Size 6. Decking Thickness Face Toenail 2-1/4" 3-3/4" 4-1/2' SERVICES AVAILABLE Shed-Pak® Loading Service. Prestaining in any color of Olympic semi-transparent stain (except 71)6 and 713) is available on orders for 5,000 or more board feet. 000 co,,. 8d Com. SCHOLL LUMBER CO. 40d Com. 16d Corn. p.o. BOX 704 60d Com. 16d Com. 7" Spikes 16d Com. BETHLEHEM, ................. PA. 18016 LOCAL 867-4~'-~- OR 857-4129 AREAS 2!5 & 717.~90-9~52-9104 NY*NJ-Dr.-M~' VA- V, ¢-,~T 800-523-962~ Weyerhaeuser Company · Box B · Tacoma, Washington · 98401 SL 197 FOR,~ TOWN OF ~OUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. £×amined ..... /. .................. 19 .... ~pro~ed ....... ~-.~ ......~ ................ , 19..'/. .... Permit No.... ...... _......... APPLICATION FOR BUILDING PERMIT Application No....~...~...Z .~.... ........... INSTRUCTIONS a. This application must be completely filled in by typewriter oe in ink and submitted in triplicate 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 giving a detailed description of layout ofproperty must be drawn on the diagram which is part of this application. 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 apphcant. Such 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. / APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffblk 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 lows, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in buildings for necessary inspections. (Signature of applicant, or nome, if a corporation) (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ................................. ................................................ Name of owner of premises ....,.C~..~ ~/~. j~.i..~f ~,.,. ,.~..1~..~r~ .~..!~-.~..: ............................................. If applicant is a corporate, signature of duly authorized officer. ......... ......... ) (Name and title or corporSte officerl Builder ~ L'c N ............. ......... ..... ~ //C';O <:'1 -- ESt ~ - ~-- Z ~/ Plumbers-' .License Noi.. ~r~"Y"'-'~'"'~" "~'"'""~'~'~'~'"/~.~.T,a.:.~..~r~...~'Z Other Trode's License No ............................................... ('~') Location of land on which~pro£osed work will be done. Map No.: ..................... .r ................ Lot No..--~.-,~.. .............. 1. / , ~' J:~- ~-.o f4 l¢1- ~ Pt~,/f~ J~"J O~:~ --~'~J~/~ ¢~, ~;L~ -~'c~&q/'/'. Municipality 2. State existing use and occupancy of premise~and intend~se and occupancy of proposed construction: a. Exis tng use and occupancy ............ ...~ ..~C-~./~../. ........ Z~;/./{, ............................................................................. b. Intended use and occupancy ..~.....~.~.~.....'.~.. .............. ..~-...--.~-...-.-~'~,.~---.~-~. ..................................................... 3. Nature of work (check which applicable): New Buitding,...~....... ....... Addition .................. Alteration Repair .................. Removal .................. Demolibor ..................... Other Work ................................................... ~ / ~'~D ' (Description) 5. If dwelling, number of dwelling units .................... Numbcr of dwelling units on each o ........ If garage, number of cars ..... /~..¢....~.....~..., .................................................. ::.~'. ................................. 6. If business, commercial ar mixed occupancy, specify nature and extent of each type of use ............................ 7. Dimensions of existing structures, if any: Front ............................ Rear ................................ Depth .................... Height ........................ Number of Stories ................................................................................................................. Dimensions of same structure with alterations or additions: Front ....................................Rear ............................ Depth ................................ Height ............................ Number of 'Stories ................................ 8. D mens OhS of e,ntire new construct on' Front .~..c~. ~., Rear ~ ~ D~th 10. Date of Purchase ..........~ ......................................... Name of Former Owner ......'% ................................................. 11. Zone or use district in which premises are situated ......% .............................................................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: .,~.~. .............................. Name of Architect ~....~..~.....~...~....g..~...Y~....~,..~....~.: ...................... Address ./~..~.1../~.../..~.(.~.Z..~.~.,. Phone .'~o. Nome of ContractorF¢..~...~..~.~..~.~_..~......~...~..,¢..~......!....~..~... Address ~.~.~,-~.~.k'~.9.~k~. ........ Phone No.~/~,~..'T.~.~....,~,, PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions fram property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot, STAq'E OF NEW YORK, [ c c '~ ''~- -' , .............................. : ......... being sworn, above named. ~ He is the ................. ...C?....~..!..~..~...~......~..I.~..,~..¢<...~..~../~.~ ..................................................................... (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 thaz' the work will be performed in the manner set foRh in the application filed therewith. Sworn to before me this ~ _~ ., ....... ......... . ................................... / ~ (Signature of ~plicant) ~ ~ BABETTE C. CO'OM ~OTA~Y PUBLIC. Stc~o of Now York Sufiolk County No, 32-5792800 o, ~m~c~ ~xp~*s M~ 30, 18 ~ sUF~r. co. DEPT. OF HI~AL'TH:~¥1G~S q ~A~I~NT OF INTENT T~'mT HOLE .... O' FOR ~PROVAL OF (~ ~W.) DATE: DIS~AL ~YSTEMS FOR THIS RES1- _j F ........ F- .-4 m-¸L t _.zz ..... ,, _'. : . .t ~ ' ' _j 'v~zw/ ~ k ~ APPRO~D A~OTED . ; ~ i / I ' .~"~ "x NOTIFY BUILDING DEPArTmENT AT ~q ' ¢~ ......... ~ I j ~ -- -- q' F ' ~/' ~ ~,, 765-2660 9AM to 4PM FOR REQUIR- .._ ~ .............. ~-~ ...... ~ ....... ~ ~ ~ ~ "'x ED INSPECTIONS= ' ~ - ¢~/ ~ X '%, TION OR START FRAMING ' ~ J % ~ ~ [ ~ X 2. FRAMING INSPECTION / ( ~ , ' % [ ~ 0 ' / ~,~ ~ '~ ~ BEFORE COVE~ING PJr~s OF ANY KIND ~/~ -- ~-~' ~/~ ~ ~[~ ~ ~ ~ O~ ~ ~ Z~ / ~ ~ ,(~_ x,~. OR CONSTRUCTION ERRORS ~ ~ ~ ~ ~ ~ ~ L~a { ~ ~ N /~' x 5. ALL CONSTRUCTION MUST MEET ~/~ ~ ~,~ ,~ ~ ~0~/ , ~ ~ / ~ ~ "~ ~".,xREQUIREMENTS CF N.Y. ~ATE C~E . n ~'~Z . ~-- / ~ k J ] N ~,, ,AND TOWN HOUSII4G CODE & ZONING '~' - ~o~b" ,, ~ / / ~ ,. *h ~c *"~,*" e''~ O, ,, ~,, sc ~ ~,~ ~.. td ... ~'"%C, J ~"~c. O ~d 0,4:' ~'¢" J 0 024" 0 I&" ~ - ,~ I~l ~--L1 0 0 0 ,, O~, 0>, * 0~" ~l~"ff.C, ' ~L t=EMCF- ~' Nx OIO"F~ ~x " ABRARA/~ B.'EASTWOOD, JR. - ARCHITECT 1221 1 OLD YOJ[K ROAD~ ABINGTON, PA l{~Ol')l Y-_ITCRFi~J ~LEVA¥1OLi 'D" 5C~LF_: ~"- t~0~ 5../~" PLY WOOO I /il ~ 0 -I I f ,.2Ye LRr.3,SfZW~ '?// L ~.x4- 1- -f 1 i ell 'Z4" × I~' COMC,. FT, X%r'"~-d k t P:- 1- P3A- F i-t ~ Z .Il