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HomeMy WebLinkAbout1000-68.-4-19 TH6UNDERSIONED,PURSUANT TOSOUTHOLD TOWN CODE SECTION I BP254D)ACR NOIEDGES THAT THE COMMMS OP THE SITE PLAN .�PROVAI.SHI'FOAAlBA LEFCCOO�APPRSV RESOLUTION) r'�I``E.•1ILL''Pllaorr��1NII]7 "�',' � SITE PLAN FOR JAY GUILD HO ED SIGNATURE ~� UA�W SITUATED AT APPROVED BY TOWN OF SOUTHOLD PLANNING BOARD P E C 0 N I C p �✓�02 A RD,ED SIGNATURE TITLE DATE NOTE:The approved site development plan stall be valid for TOWN O F S O U T H O L D a period of throe(3)years from the date of approval as per SUFFOLK COUNTY , NEW YORK code Section 100-255. S . C . TAX No . 1000 - 68 - 04 - 19 LOLANR,O/F SCALE 199 = 20 ' FOUND N 60'49 '30" COULD CNC. MN. AUGUST 23, 1996 SURVEY E P OCTOBER 11 , 1996 TOPO SEPTEMBER 20, 2005 UPDATE SURVEY PROPOSED 2' BeRM NOVEMBER 22, 2006 ADDED PROPOSED ADDITIONS JULY` 10, 2007 REVISED PROPOSED ADDITIONS WELL HEAP _ FRAME ENCLOSURE 424.69' AREA = 261 ,444.92 sq. ff. z PROPOSED 20' WIDE 2' - 3' DEEP SWELL FOR URE W VNND 6.002 ac. ENCLOSURE D.5'S, CONC. MON A , .- N W Ip Ip ILII 11 1- 0 :adL JUL 17 2007 iAAIflsnam '+„ rJF1sn��m '+�rJ G PROPOSED 324' LONG x 4' DEEP x 3' WIDE DRIP TRENGH AT THE TOP FILLED WITH # 2 STONE. THE SUTTERS SHOULD BE CONNECTED TO 4" x 5" DOWNSPOUTS AHIGH WOULD OUTLET DIRECTLY INTO DRIP TRENCH N wI�M„.,_.:,...n,.L,•:::.:,'.�c:.- W CERTIFIED TO: 3240 JAY W. GUILD ...... ... : ........... „ .. .....,.. .. ... . .. u.:.::,b s::,. . ... .. ,::.., .. .'::::.,. ':::... 4. . . . ,. I. .. .''> .. M y PROPOSED Q) CONCRETE .! .I. 'I SLAB 50.0'—, LOT COVERAGE DATA O� O PROPOSED GREEN HOUSE m DESCRIPTION AREA % LOT COVERAGE O N O EXIST. FRONT BUILDING 3,062 sq. fl. t.2x INCLUDING GREENHOUSE ,° �• EXIST. GREEN HOUSE 35,219 sq. it. 13.4% TOTAL EXISTING 38,281 sq. ft. 14.6%. a rn' 4 % PROPOSED GREEN OUSE 4,992 s . ff. H 3 q N A N „ 20.0' PROP. CONNECTING HOUSE 2,376 sq. ft. 0.9x O Z .': `'' TOTAL PROPOSED 37,368 sq. ff. 14.3% pT N ;, ;j :, ,. C: `'`' :. +, TOTAL EXIST. & PROP. 75,646 sq. ff. 28sx .. .. ....:. . . . .. L L 'i9.1' ,k-15.0 �• . . O S3 N - b 0 ... M W .P z.7;.::. C, O 20.0' cONo. BLOCK ❑ WRIG➢ON VOL PR PROPOSED 30T LONG x 4' DEEP x 3' AIDE DRIP TRENCH AT THE TOP FILLED WITH # 2 STONE, SHELL 5" - 8" DEEP THE GUTTERS SHOULD BE CONNECTED TO 4" x 5" DOWNSPOUTS AHICH AOULD OUTLET DIRECTLY INTO DRIP TRENCH 15.0' +9.9' — d 324.6' A ° A° dIT 4 ' O ° O ° m P ° r o CONC.�, :• METAL, FRAME & PLASTIC GREEN HOUSE A d d O a d • F' . O N , O O d ° n 9 c DDOA 7C O'O -0♦ ° �1 N • 324.8' t99_ 79.6• D rp __ — 4.0' PROPOSED ' d °. q. °. • .° °d'•° ° , °° , ° °.'° a •< . LJ--coat. BLOCK PORTABLE ° I,d <a ° VAULT ° • DUMPSTER I ° d' GRAVEL A DIIU AREA e . c0 I a a ° PROPOSED 5 I ° ° OT 'r PARKINS SPACES I" ° ° O • . 4. Iv ^ ° ° � I PROPOSED RESERVED ° ° ° ♦ ° d '4— I PARKING AREA 4 • A ° sa z < . S 60°49'30" W EE64.06. d FOUND NG. CONC. MON. ROW 200 00. 2 ° TREES 2AV. F • ' z g� d Q, W ® L; ° . d ° N , W O d ° d l� METAL GTE ° e< RICHARD NONCAROROW ENLE D., . o PHYLLIS NONCAROROW 7 0 b d O CNG S SDVG PENT OIL TANK O\ • SLATE 524• N 50.3' En ° GLASS GREENHOUSE ON la I — +s.e•_ ° e Sze' ^. TORY CONC. BLOCK FOUNDATION I FRTO AMEBUILDINGI& FIBERGLASSSTORY S7 DRY BUILDINGO 6fi.3'_ _P•_ _— 54.2' I `J I F.FL Rape _ V OIL RLL CW� .... 60.3' 3>D' M_J + 17 T SHED 0.1'W. ' 4 CON" , OVER I CNC. AppON I, ELECTRIC METER DYES WELL PIT FENCE 0 B'G CNC. SHOP I DRY WELL OVER FRAME SHED�� � °. SHED 0.7'W. R • I ~ Z Q I II EAVES 0.2'W. ° < ° A°T I N (e I UNAUTHOpIZUG ALTERATION OR ADDITION W 1V I TO THIS SUINEY IS A VIOGTON OF LL SECTON 7209 OF THE NEW YORK STATE 0 lu Z O I EDUCATIONI6 COPIES OF NS SUR MAP NOT BEARING � ' „ n_ w O ° ° I Q 1 m Io �� v EMBOSSED SEAL SHA.L NOT BE CONSIDERED O THE VJiO SURVEYOR'S INKED SEAL OR W ILI Q '� TO BE A VAUD TRUE COPY. N BO.4B.30„ E ° �d ° • ° • I B_ N W N I ! V ONLY TO 1HESPER90NT FOR WHOM THE SURVEY W W Z IS PREPARED, AND ON HIS BEHALF TO THE Q I I 'p�r TITLE COMPANY, GOVERNMENTAL AGENCY AND ZOO.00' o� F a, a ° q i ON. AND B_ W`O F- I I 2: 1m W TTUR NE CAERDFLENDING CADONSON SS OF AM NOTENTRANSFERABLE. POST SAIL c q q FENCE OWN, I I d O PH4LT PAVEMENT q: I �� THE EXISTENCE OF RIGHT RECORD,WAYIF S q ° AQ ° 'K POST PAIL CE I pT I ANY/NOT SHOWN TARE FNOTGUAANTEED. ° 'd °. ° FOUND S C. HINWAY N POST k L FENCE FENCE m°a ° q ° q CONC. MON. _ II 06M 0A' FOUND PREPARED ANLE WITH THE MINIMUM d ° ^ IN ACCORD ° y q RW1E0 ASPHALT OIIpB W I CONC. MON. STANDARDS FOR TRE SURVEYS AS ESTABUSHEO S 60°49 '30" w4- A q UI POf Ntt 27+N �° q 11 O.L. ° ° d ROMEO A6PW.LT CURB N STATE LAND BY THE LI APPROVED AND ADOPTED q ° ° FOO SU 5[BY YOR 131 .42' 41 E IOW W r RAN GRATE SSP -(AFT CO R=5669.58' pA e � ° L=93.5848 1�1 I < . (NIDD ROAD oF�rep<50461 aNDso �' R OAS) (c R 4 8) N.Y.S. Lic No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE PD. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 96-269E I I TIEt UNDER9IONED,PURSUANTTO SOUTHOLD TaRTICODE SECTION 100.23/(0 ACpVOLeDa,TNA'THE OUrflo sT OF THESITE➢I.W �PRQ,VAL SET FSIRTH M THE pQyOLUIION pF APPROVAL DAIBD .{1 RmTN./ ARL'ACCECFED.(9EECOAIp prIS ON REFOLU210M P EPRMTN (.(� /Ty/,.,. � �2 A ORIZEDSIGNATURE --- (:o/ MLE 00* DATE APPROVED By TOWN OF S UTNOLD PLANNING HOARD fir! AVTH EDSiONATURE � 91—Lr o Wiestbio ITTLE OA1H . a a p TEa The approved site devefrom the plan shatl be valid for Greenhousesystems L1m1 to code section 100 255 care from the dRte ofapprovel as per _ Drawing list "I' ^� COVER PAGE ANCHOR POST LAYOUT NOTES: The Engineer is responsible only for the adequacy of the structural components_ Structural Design is based on the design GENERAL LAYOUT criteria and loadings shown. It is the responsibility of others to ensure that the design criteria are in accordance with local \ . GABLE ELEVATION AND DETAILS conditions and/Or requirements. DESIGN STANDARDS: ria . SIDEWALL ELEVATION AND DETAILS All materials and workmanship shall conform to the requirements of the drawings, specifications and applicable codes as listed c n` STRUCTURAL CROSS SECTIONS below. OBC-97 & NBC-95 Part 4 —___ CDN FARM BUILDING CODE (LOW HUMAN OCCUPANCY ONLY) BOCA IBC NY STATE ----- OTHER: ---------- MATERIALS: Bolts/Fasteners: ASTM A325, SAE Grade 5 Columns: CSA G40.21M-35OW or equivalent ASTM Fy=50ksi Aluminum: 6063—T6 Arches and Misc. steel: CSA G40.21M-23OW err ASTM A653 Fy=46ksi Welding: All welding by Westbrook is approJed by the Canadian Welding Bureau 'to the requirements of CSA S16 and the company is certified to CSA standard W47.1 DIV. 2.1 DESIGN DATA: Greenhouse dead load: 7.2 psf Roof: LL: _--- DL: 2.Opsf Live load on interior trusses: _ — pounds per panel point Wind Horizontal: ----- Wind Uplift: ------ Snow Drift loads: ----- DESIGN to the Canadian Farm Building Code assumes that the greenhouse is heated during the winter to allow for a reduction in the Snow Load. BRACING: Design assumes arches to be fully laterally restrained by glass and/or glazing bars or inflated double 6mil UA.iERIAI.. STORAGE NOTES: 1 ) .LAUDING — store all polycorbonate,acrylic and glass cladding in a coo) dry place out g` -Iir�ct polyethylene with filmlock. FOUNDATIONS: are shown as suggested guideline only and final design may vary, depending on the local soil conditions which s "' ` ' c6�re all boxed rolls of polyethylene in a cool dry place. 2; s the responsibility of the owner and/or contractor. :;Ti.:E-j — store bundles of square and rectangular galvanized tubing in a dry place. Round tubrnl find loose steel can be stored outside. Corrosion will occur in places where muter is Ira o r; between pieces of steel or aluminum. 3� 1,1J.PtINUM — store bundles of square, rectangular or flat alurnmurn profiles in a dry plane. aluminum and bundles of odd shapes can be stared outside. Do not stack bundles of aL jrllwo-n profiles. 4) F:',31EHERS — stare boxes of fasteners in a dry place. SAFETY measures specified by the Local Safety Codes and Occupational Health and Safety act must be met during construction. PERMITS: Any work done prior to the receipt of all applicable permits from the Local Authorities is the responsibility of the 31c dnrd Construction Notes: Owner and/or Contractor and not Westbrook Greenhouse Systems or the Design Engineer. 1,J l nLTS ARE ASTM A325 t;I�IJWIURAL STEEL FOR COLUMNS SHALL CONFORM TO C51-. t.,40.21M-350W WITH Fy=50ksi OR EQUIVALENT :S,i . rill-IER STEEL SHALL CONFORM TO CIA r.40.21M-230W WITH Fy=33ksi. AiL ':TIRUCTURAL MEMBERS ARE PRE—GALVANIZED OR HOT DT` G'FLVANIZED STEEL. ,4l 1- CIIAZINC MEMBERS ARE 6063—TG ALUMINUM. AI �4,7,,ies man : Gordon VanEgmond tP Vt1 � t tl4]Y� 1 Project : JAY GUILD WHOLESALE e �'litact : Jay Guild ��` , .��a I I �� rw.' ,cintract #: 205428 36400 NORTH ROAD, PECONIC, LONG ISLAND, NY,,, 119.58 Job23 300 �1 F Drawn by: Donald M. Dam , 4 yVay Lu11J11YYN[US01 tloYHly]W51031W M1 9 BAYS X 12._p. = 108•_0" ANCHOR POSTS 72' 172"V DWR o o o o o , 4 AUGN OUTSIDES OF ALL ANCHOR POSTS O .O OO O O OO OO O O O 0 n 0 e o d O O O O O O O O O O 03 1/2" X 400" X 40" SWAGED ANCHOR POSTS - �U U/(/ n 03 1/2"X.100"X 40" 1"X 3"X 40" 1"X 2"X 30" O O O O SWAGED ANCHOR POST INSERT ANCHOR SIDE ANCHOR OO —T--d�O O O i. 1 N _ 144"�I-� 144' -� - _ NOTES: O SET TOPS OF ALL ANCHOR POSTS O OOO a0 OO OO OO OO OO OO ON THE SAME SLOPE (APPROX. 2" PER 100'). SET 03 1/2" ANCHOR POSTS %ATH THE �1' % 3' X 40" INSERT ANCHOR ASWAGED END UP j2-R LL L DIMENSIONS ARE TOPOST CENTERS UNLESS OTHERWSE NOTED. ANCHOR POSTS HAVE A HOLE DRILLED FOR CONNECTION TO POST. THE ANCHOR OO Ono OO po p p Op @ Op POST MUST BE SET SUCH THAT THE HOLE IS PERPENDICULAR TO THE GUTTER DIRECTON. O OO On O OO O O OO OO pp 0 M 03 1/2' :J6, 0 m 000 pp OO OO J OO p0 po po — x JJI4L__5 w ' TOTALS: i - - 190 — 03 1/2" X .100" X 40" SWAGED ANCHOR POSTS L00109] 18 — 1" X 2" X 30" SIDE ANCHORS [00113] m O O O O SWAGED ANCHORPOST 40" 72 — 1" X 3" X 40" INSERT ANCHORS (GABLE POSTS) [00156] _ O O O OO O O O O O O O O O O O O #3000 CONCRETE O OO O O OO pO OO po pp Op STANDARD ANCHORPOST SYSTEM 7DATE VED BY NOTE: DEPTH AND DIAMETER OF CONCREIE G BOARD FOUNDATIONS FOR ANCHOR POSTS TO SUIF LOCAL SOUTHOLD CONDITIONS TO BE DETERMINED BY CUSTOMER. OO a0 O O OO OO O O 0" p ANCHOR POSTS MUST EXTEND INTO THE CONCRETE PIERS A MINIMUM OF 20". � OO OO 0" O" Op pp p" O" O" "O O a0 0" OO O O O O OO O PROPRIETARY THIS INFORMATION IS THE ®��� Westbroo EXCLUSIVE PROPERTY OF . AND IS SYSTEMS L GREENHOUSE CONFIDENTIALLY LENT ONLY Greenhouse Systems Lllll]tC O O OO 0" O O O OO po p FOR REFERENCE, NOT TO BE COPIED OR REPRODUCED PROJECT: AND TO BE RETURNED UPON REQUEST. JAY GUILD 0 0 0 0 0 0 0 0 0 0 36400 NORTH PECONIC RD., LONG ISLAND, NY, 11958 ANCHOR POST - i' % 2' % 30' ANCHOR POST LAYOUT O O �O 0 O O 0 O O FILE REVµi REVH2 GLO97-02 p`N@ SCALE DRAWN BY: PATE, 1".12' DMD 09/14/05 "VIW„11y ' �44ry GUllepO45p06AN ewg,V6IdHs incy3�ml SLOPE 9 BAYS X 12'-0" = 108'-01" r DOWNSPOUT LOCATION 1 GUTTER 5 1/2" X 11" �— RIDGE SECTION 1 5/8" GABLE BRACE 1 1/4" SQ. �— GABLE POST 1" X 3" X .069" POST 31/2" X .100" X 12' — — — — — — — — — — SOLAR ARCH 1" X 3" X .069" ® 6' TRUSS 10" X 18' O 12' o ROOF BRACE 3/8" ROD IXI µ n - - 0 MAIN BRACE Ys" ROD ' X W \N O i � I - - - - - - - - - - - - - - - - 7 - - - APPROVED BY PLANNING BOARD TOWN OF SOUTIJOLD DATE 7 0 J——o)— PROPRIETARY: SIDE POST 1" X 2" X .083" THIS INFORMATION IS THE ®. Westb�'oAte EXCLUSIVE PROPERTY OF WESTBROOK GREENHOUSE SYSTEMS LTD. AND IS CONFIDENTIALLY LENT ONLY Greenhouse Systems T. FOR REFERENCE, NOT TO BE COPIED OR REPRODUCED PROJECT: AND TO BE RETURNED UPON REQUEST. Jamesport Gardens Inc. P.O. BOX 906, JAMESPORT, NY, 11947 GENERAL LAYOUT �I FILE REV#'1 REV4'2 C011818-03 1 -13 , SCALE DRAWN BY: DATE: DMD 09/14/05 I , ¢;VVaY4uIlY�]005]�0500"9.fI1LNd1¢1P.NN1 5' POLYCARB VENT WINDOW GUTTER I 1 1 1 G 1 I I I II II 1 I I `•�� R� 1� T �i'F- �A'-i _ R� S!� T i'F` i/1' i�r i `ia� R- -,r -T`�9f iA-i i �� A� T�� ii i'�r�i `i-� R� R T i--i T� -•r T i'h- i'�r-i � __ ' y_ _vr:__,c _i- _ __7LL'__ �_.�_ y��v. _"�_ __"G_ ��+� nC w `T—�•+r �+'`�+e �9�� �`RS �.•--T �•h` S+r �•+r—__� II 1 I I II I I 1 II 0 I __al__ ti_$a•_ rr�_t _x__ __�__ _max_, x.__ _a.'�,_ I 1 II I I 1 II I I 1 II 1 I II II 1 � f I 1 II 1 I 1 II 1 I I II I I II II I 1y 144" I 1 II I I 1 u o R II e B B AL. GUTTER PLATE D I I I 1 D 1 1 II 1 II 1 I II 1 1 II 1 I II 1 I II I II II 0 1 II 1 I I 1 1 II 1 1 II I I II 1 II I II II 1 1 1/4-14 X 1" SDTS II 1 I I II 1 1 II I e II 0 1 II I I 1 i I I 1 i ❑ I 1 II 1 1 II 0 I I II 1 I II 1 e II I 1 1" X 2" PURLIN I I I I I I 1 II 1 1 II I I D 1 1 I I e 1 u I n 1 e u 1 I II I I II II I I II I II I If POLY HINGE ADAPTOR ---_ C t T BRACKET 18 HOUSES X 18' 43 1/2" POST —► 12" I�- 288' — — GUTTER PLATE CONNECTION DETAIL 'B' DOUBLE WIRELOCK 36 — 48" — 48" — 48' ---► 48" — 48' ----►I POLY POLY WINDOW HINGE POLY WINDOW HINGE --_y 8MM POLYCARB BAR (POLY 47 1/4" X 59.25" - - WINDOW X; 60" ARCH B 1/4-14 X 1" SDTS (2 PER BAR) 1" X2" X 83" X 60" C/W WIRELOCK POLY WINDOW SILL ]L 288" BAR POLY WINDOW X 60" _ -►- 12"_I—moi 36" - I 48" - 48" - 48" - 48 - 48"o --� POLY WINDOW HINGE POLY WINDOW HINGE BAR POLY POLY WINDOW HINGE 1" X 2" PURLIN, WINDOW X 60" --- 6021" INSIDE o FASTEN TO HINGE ADAPTOR C WITH #14 x t" SDTS @ 24" BAR POLY WINDOW X 6" 64 " POLY 1/4-14 X 1" SDTS (4) I`- ------ POLY WINDOW SILL POLY VENT HINGE ADAPTOR FASTEN BRACKET WIRELOCK; WITH 1/4" X 3/4" SS HEX DOLT, USE 5/16" 1/2" ° FASTEN TO PURLIN WITH BAR POLY WINDOW X 6" CARR. BOLT ® GABLE T •y14 % i" SDTS ® 18" ° WINDOW SECTION COUPLER 4" % 6" POST BRACKET FASTEN TO WINDOW ASSEMBLY AS FOLLOWS : QA ©©. . . . . .FIELD CUT TO FINISH APPROVED --- POLY WINDOW APPROVED SY POST WITH SDTS 1/4-14 X 1" HE%(4) HINGE 2 — ' 1" X 3" GABLE POST— NOTE : VENT WINDOW TO BE FIELD ASSEMBLED. CONNECT WINDOW SECTIONS TOGETHER WITH PLANNING BOARD BAR POLY WINDOW X G" CONNECTED WITH FOUR 1/4-14 X I" 5DT5 (A5 5HOWN) 144" TOWN OF SOUTHOLD m3 1/z" Posr 5/16" X 1 1/2" CARR. BOLT SIDE PURLIN DATE H CHAINBOLT COUPLING; BOLT TO SHAFT INFLATED POLY WITH 5/16" X 2" PL GR5 HEX BOLTS 2" X 16" POST BRACKET 1/4-14 X 1° SDTS AND LOCK NUTS (2) (CUTIN HALF) #14 X 1" SDT (2 PER BAR) tHo 43 1/2" POST POLY WINDOW SILL VENT MOTOR r— WIRELOCK RW70 MOTOR MOUNT ANGLE; BOLT 2" X 2" ANGLE RACK 0 72"� BEARING ® EACH POST FASTEN TO POST TBRACKET WITH 3/8" X 1" GABLE PURLIN _._____,_�EX DOLTS 4 INFLATED POLY WITH 1/4-14 X i" SDTS (2) ) PI ON 0 72" O ° WIRELOCK M6 X 50MM PL HEX BOLT MOTOR MOUNT BRACKET; BOLT TO o + LOCK NUT CABLE POST WITH 5/16" X 2 1/2" SECT10N C-C 8MM POLYCARB CARR BOLTS (3) 03 1/2" POST 5 1/4 ° PROPRIETARY POLY VENT SILL (VENT WINDOW) 1" X 3" GABLE POST THIS INFORMATION IS THE TY T �9g(' MOTOR INSTALLATION / / EXCLUSIVE PROPERTY S ®.., Wes �Lb�®®i` 5 16" X 1 1 2" CARR. BOLT---. SYSTEMS L GREENHOUSE ® I (� 9H• Q7✓ SASH BRACKET FASTEN TO SILL WITH 8MM ENDEAR SYSTEMS LTD. AND T CONFIDENTIALLY LENT ONLY Greenhouses Stems LimitB 1/4" X 3/4" 55. HEX BOLTS (2) 2" X 6" POST BRACKET (CUT) —� FOR REFERENCE, NOT TO BE y PURLIN; FASTEN TO BRACKET WITH COPIED OR REPRODUCED 2" X 6" POST BRACKET ° 5/16" X 1 1/2" CARR. BOLT, USE 5/16" X 4 1/2'• POST �-� PROJECT: ° CARR. BOLT ® GABLE POST m3.5' X .100' POST —ti 8MM POLYCARB REQUEST. RETURNED UPON 2" X 3' GABLE POST- - JAY GUILD WIRELOCK; FASTEN TO PURLIN WITH VERTICAL PURLIN SUPPORT 1 X 3" X .069" X 61' 8MM END l" FASTENED TH 1/4-14 x P' sots ® 1a' f 1/4-14 X1" SDTS ® 18' m3 1/z" Posr 1" X 2" X .083" X 60" 36400 NORTH PECONIC RD, LONG ISLAND, NY, 11958 INFLATED POLY —2" X 2" ANGLE X 180" GABLE ELEVATION POLYWINDOW SILL--- AND CROSS SECTION WINDOW SEAL f FASTEN WITH #14 X I" SDTS FILE REV#'1 REV//2 WIRELOCK VERTICAL 1" x 3 VENT WINDOW DETAILS @ CORNER GLD97-04 4y CENTER POLY CONNECTION DETAILS SECTION B-B SCALE DRAWN BY: DATE: NTS DMD 09/14/05 c.wevc"ue�mwuaos.wAewu.wiswvs io:mm•m i i ---- I ---- I ---_ I --_- 1 --_ GUTTER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I II I II I II I II I II I II �I I INFLATED POLY I II 11 II I II I II I II I II I II I_ II II II I II I II I II I II I II I �I 03 1/2" POST I II II II I II I II I II I II I II 1 I I I II II II I II I II I II I II I II I � I I I I I II 'll I I I I I I I I I I II I I I I \ I ' I I II II II I II I II I II I II 1 II I I I I II II II I II I II I II I II I II 1 1" X 2" PURLINS IDEWALL ELEVATION 1" X 2" SIDEPOST 9 AYSX12' = 106' DRIPLOCK AND INNER CAMLOCK GUTTER 1/4" X 3/4" SS. HEX BOLT ® 18" DRIPGUTTER FASIEN TO GUTTER O O BRACKET WITH 1/4—i , X I" SDTS ® 72" 0 0 O INFLATED POLY 66 . 03 1/2" POST INFLATED POLY 1" X 2" PURLIN FASTEN TO BRACKET WITH 2" X 6" POST BRACKET FASTEN 5/16" X 1 1/2" CARR. BOLT, USE TO POST WITH 1/4-14 X 1" SDTS (4) 5/16" X 3 1/2" CARR. BOLT ® SIDE POST �44 1-1 WIRELOCK FASTEN TO PURLIN WITH APPROVED BY 1/4-14 X 1" SDTS 0 18" 144" PLANNING BOARD INFLATED POLY TOWN OF SOUTHOLD DATE g i 66" I' 03 1/2' POST 03 1/2" POST INFLATED POLY 2" X 6" POST BRACKET �] sf WIRELOCK AND INNER WIRE ®•.• Westbg oo FASTEN TO PURLIN WITH 1/4-14 X 1" SDTS 0 18" omo __--IN ATED POLY BURIED 12" Greenhouse Systems Limite o INTO GROUND PROJECT. 1" X 2" PURLIN SIDEWALL CR055 SECTION JAY GUILD 36400 NORTH PECONIC RD., LONG ISLAND,NY, 11958 SIDEWALL ELEVATION AND DETAILS FILE REV#1 REVp2 2005-04B 4 SCALE DRAWN BY: DATE: NTS DMD 09/14/05 ' cwuer amie�oosuow w�ey,ummw�o 3ma u+ DOUBLE WIRELOCK GABLE END 03/8" ROD ROOF BRACE INNER CAMLOCK INFLATED POLY 1" % 3" X 242" ARCH RIVNUT �-- 72" —�I 1 5/8" X 1 5/8" RIDGE DRIPLOCK FIELD DRILLA 01/4" WEEPHOLE 0 6' PUTTY BETWEEN LOCK DETAIL 'A' 1 5/e" % 1 5/8" RIDGE SECTION 1/4-14 X 1" SOTS 0 18 & GUTTER LIP r— DOUBLE WIRELOCK GABLE END GUTTER LIP 53j" ARCH CONNECTION @PEAK GUTTER �/ 1" X 3" PEAK ARCH 1/4" % 3/4" SS. HEX BOLT 1" x 3" X .069' X 242" ARCH 5 DETAIL'A, 0 18" SPACED 0 72" 1 1/4" SO. ADJ. GABLE BRACE � 5/16" X 2 1/2" CARR. BOLT 3/8" X 2" HEX BOLT --- / f-- 1' % 3" CABLE POST TOP TRUSS ® GABLE END TRUSS UTTER BRACKET 1/4-14 X 1" SOTS (2) j jl 1" % 3" % ARCH R 3/B" X 4 1/2" HEX BOLTS (2) FASTEN TOP MAIN BRACE \ C/W 7/16" X 1" WASHER (2 PER BOLT) I�--� \ BRACKET AROUND TRUSS & l\ 3/B" % 2" HEX BOLT ® ARCH TRUSS 0 12' - TOP AND BOTTOM CHORDS POST WITH 3/8" % 5' ARE 1' X 2" % .069" WEBBING IS 03/8" ROD HEX BOLT 144" -.---- 03 i/2' % .100" POST 0 12' I • ' ' DRIPGUTTER (CONT) i Oi 144" �— 03 1/2" X .100" POST 0 12' 1' X 3' X ` J .069" POST __ i i 51- 01/2' ROD MAIN BRACE ENERGY TRUSS FASTEN BOTTOM MAIN BRACE GABLE POST ASSEMBLY 3/8" X 4 1/2" HEX BOLTS (2) 3/8" X 4" HEX BOLT (NO WASHER) 3/8" % 4" HEX BOLT BRACKET AROUND POST WITH C/W 7/16" % 1" WASHER (2 PER BOLT) (NO WASHERS) 3/8" X 4 1/2" HEX BOLT 216" I 144" (/3000 CONCRETE PIER 03 1/2" POST POST POST ANCHOR ANCHOR $3000 CONCRETE TOP POST DETAIL STRUCTURAL CROSS SECTION-SIDE VIEW STRUCTURAL CROSS SECTION,FRONT VIEW / TWO DOUBLE STRIPS OF PUTTY (4 IN TOTAL) ON JOGGLED ENO OF GUTTER. 1" X 3" ARCH 3/8" % 2" HEX BOLT FIELD CUT & DRILL 03/8" HOLE TO FIT ENERGY TRUSS a X 3" GABLE POST AROUND THE TRUSS. FASTEN BRACKET TO POST WITH 1/4-14 X 1" SOTS (TOP AND BOTTOM OF BRACKET) 5/16" X 1 3/4" HEX BOLTS (4)� I,,, 03/8" ROD ROOF BRACE 03 8" ROD ROOF BRACE 1" X 3" X .069" ARCH `o / SPACED 0 72" O.C. GABLE POST BRACKET y 1 1/4" S0. ADJ. GAOLE BRACE TRUSS ® GABLE END 1/KSpe 1 5/8" % 1 5/e" RIDGE .. .. \,\ ENERGY TRUSS OGTSip�. /po R 3/8" % 4 1/2" HEX BOLT (2) (�,I �� NOTE GUTTERS ARE FASTENED TOGETHER C/W 7/16"RBO % 1" WASHER 1" X 3' X .069" /�(uIl/ GABLE POST �� WITH FOUR 5/16" X 1" HEX BOLTS WITH7 (2 PER BOLT STEEL/NEOPRENE WASHERS ON THE BOLTS 1" X 5' GABLE POST IN THE BOTTOM HOLES. USE 3/8" X 1" HEX ISOMETRIC TOP POST DETAIL GABLE POST BRACKET EXPLODED VIEW } P%iUS (NO WASHERS) FOR THE 2 SIDE HOLES. 1 216" ; GABLE POST BRACKET 1/2" NUT C/W 9/16" % 1 3/8" WASHER - 3 1 5/8" X 1 5/8" RIDGE SECTION UP- 3/8" X 5" HEX BOLT 0 TRUSS CONNECTION / 5 1/2" X 11" X 12GA GUTTER MAIN BRACES INSTALLED USING SPECIAL BRACKETS ® THE TOP HOLE OF THE TRUSS AND THE HOLE 0 THE ANCHOR POST. PLACED 12' AND 24' FROM THE GABLE END . 1" X 3" GABLE POST STRUCTURAL ROOF BRACING 1 1/4" SQ. ADJ. GABLE BRACE 1 5/8" X 1 5/8" RIDGE SECTION 1" X 3" ARCH (12' & 24' FROM GABLE) 01/2" ROD MAIN BRACE 1" % 3" GABLE POST ROOF BRACE BRACKET GUTTER „pyC FLANGE AND COUNTERFLANGE / \y 1/4-14 X 1" SOTS (2) / 1/4-14 X 1" SDTS (3) f/ 1 1/4" $0. X .109" ADJ. GABLE BRACE \ `� __ J 03/8" ROD ROOF BRACE a DOUBLE POLY, 8mm L ) / ( \ - -T _ 1/2" x r' ANGLE APPROVED BY OR l6mm CLADDING 1/4-14 % 1" SDTS (2) 03/8" NUT 1/4-14 X 1" SDTS 2) , BOLT TO TEE ' 1" SQ. BOLTED i0 GUTTER BRACKET 1 4" % 1 1/2" SS. HEX BOLT (6) PLANNING BOARD WITH 1/4' X 2" SS. HEX BOLT GABLE AND ROOF BRACING DETAILS 4" A8$ CLOSET FLANGES (2) TOWN (- 50UTHOLD USE 3/8" % 4 1/2" HEX BOLT 0 ANCHOR POST CONNECTION _ -� - � BLOWER PIPE GOES THROUGH L DATE 13 ✓7� MAIN BRACE DETAIL BOTH FLANGES 1" % 3" GABLE POST ff ABC CLOSET FLANGE FASTENED TO BLOWER HOUSING 4" PVC SEWER 90' 4" PVC SEWER 90' ELBOW �1" X 3" ARCH ELBOW WITH SCREEN 4" PVC SEWER PIPE X 12" INFLATOR KIT DETAIL INNERLOCK\ /POLY RIVNUT \ // TRIM POLY ALONG THE PROPRIETARY: OUTSIDE BOTTOM EDGE OF r __DOUBLE WIRELOCK EXCLUSTHIS INFORMATION IS THE ®./. W�S`��0Ate RIDGE CONNECTION PLATE THE DOUBLE WIRELOCK WESTBRIOOKVE PGREENHOUSE COMPLETELY FASTEN POLY GABLE END TEMPERARILY CLIP POLY INTO DOUBLE WIRELOCK 1" % 3" ARCH SYSTEMS LTD. AND IS Greenhouse Systems L AT THIS DOUBLE WIRELOCK CONFIDENTIALLY LENT ONLY Y - ® 1 5/8" X 1 5/8" RIDGE SECTION USING INNER WIRELOCK\ PULL SLACK OUT THIS END FOR REFERENCE, NOT TO BE 1/4" X 3/4" SS. HEX BOLT (NO NUT) 1� FIGURE 4 COPIED OR REPRODUCED PROJECT: AND TO BE RETURNED UPON REQUEST. JAY GUILD 1/4" X 3/4" 55. HEX BOLT AND NUT RIDGE JOINT FIGURE 1A RIDGE CONNECTION PLATE DETAILS INFLATED POLY\ 36400 NORTH PECONIC RD., LONG ISLAND,NY, 11958 INNER CAM LOCK\ \y STRUCTURAL CROSS \ GABLE ENMARGIN DRIPLOCK D GABLE END SECTION AND FIGURE 1B DETAILS FIGURE 2 FILE REVy1 REV4'2 FIGURE 3 2005-05A ROOF POLY DETAILS SCALE DRAWN BY: DATE: NTS DMD 09/14/05 i 4NOq 6"IIJpW5K�3O5A0w}y15/IW5f031.NM1 - _