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1175 ATLANTIC BLVD - GREENHOUSE DWGS0 75 ATLPiNTIC ,,ATLANTIC. BEAtCH FLORI 1.2 2.0 2.01 2.02 2.1 2.2 2.3 3.0 3.1 GOVERNING CODE: FLORIDA BUILDING CODE 2010 DESIGN LOADS 1. DEAD LOADS: • STRUCTURE: 3.0 PSF • GLAZING: 2.0 PSF F = 5.0 PSF 2. ROOF LIVE LOAD = 12 PSF 3. SNOW LOAD: P = 0 PSF (GROUND SNOW) P9 = 0 PSF (FLAT ROOF SNOW). • C = 1.0 • Ct = 1.0 • Is = to 4. WIND LOAD: (MAIN WIND FORCE RESISTING SYSTEM) D V = 120 MPH • BASE PRESSURE: 28.6 PSF ■ EXPOSURE: C • OCCUPANCY CATEGORY: • ENCLOSED STRUCTURE ' (MS'IRUCUOJ AND SAFETY: 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE CONSTRUCTION bA 32233CODE AND THE PROJECT SPECIFICATIONS. SUPPLIER: ROUGH BROTHERS 5513,VINE STREET CINCINNATI, OHIO 45217 0 ROTHE JO NON 101 - DRAWING INDEX COVER SHEET FLOOR I EQUIPMENT PLAN POST LAYOUT POST CONNECTIONS FRAMING PLAN FRAMING SECTIONS AND DETAILS SIDEWALL BRACING SECTION / DETAILS GABLE BOW BRACING DETAILS NORTH GABLE ELEVATION SOUTH GABLE ELEVATION NC RTH GABLE PARTITION ELEVATION GABLE SECTIONS AND DETAILS GABLE SECTIONS AND DETAILS GABLE SECTIONS AND DETAILS SIDEWALL ELEVATIONS SIDEWALL SECTIONS AND DETAILS CO TRUSS/BAR JOIST SECTIONS 4.1 INTERMEDIATE BOW SECTIONS& 11 2. DETAILS 4.2 STRINGER CONNECTION DETAILS 4.3 31' -6" AmFR ME TRUSS DETAILS 4.4 AmFRAME GABLE TOP CHORD DETA 5.0 ROOF RAIL LAYOUT & DETAILS 5.1 ROOF VENT DETAILS 5.2 A=FRAME ROOF SECTIONS / DETAIL 5.3 AmFRAME CEILING FRAMING 6.0 STEEL PASSAGE DOOR SECTIONS 6.1 NOT USED FIELD NSPEC71 : ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE 6.2 VISTAWALI. DOOR SECTIONS 6.3 OVERHEAD DOOR SECTIONS 11 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN STABILITY UNTIL STRUCTURE IS COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT. 3. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. 4. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. ANY UNEXPECTED CONDITIONS OR DISCREPANCIES WITH THE DESIGN DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO INSTALLATION OR ERECTION OF MATERIALS. 5. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ' WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITION AT THE SITE. SPECIAL 1. FIELD NSPEC71 : ALL SPECIAL INSPECTORS SHALL BE RETAINED BY OWNER/CUSTOMER. THE EXTENT OF THE INSPECTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE REQUIREMENTS AND LOCAL JURISDICTION. IT IS THE OWNER/CUSTOMER'S RESPONSIBILITY TO GIVE PROPER NOTIFICATION TO THE SPECIAL INSPECTOR AND PROCEED WITH THE WORK ONLY AFTER THE SPECIAL INSPECTOR'S APPROVAL. 2. FAILURE TO NOTIFY THE SPECIAL INSPECTOR MAY RESULT IN OWNER/CUSTOMER HAVING TO REMOVE WORK FOR THE PURPOSE OF INSPECTION AT THE OWNER/CUSTOMER'S EXPENSE. 3. PREMATURE NOTIFICATION FOR INSPECTION WILL RESULT IN AN ADDITIONAL INSPECTION WITH ALL EXPENSES AND FEES PAID BY THE OWNER/CUSTOMER. 4. SPECIAL INSPECTORS SHALL KEEP RECORDS OF ALL INSPECTIONS. RECORDS SHALL BE FURNISHED TO THE OWNER, ENGINEER OF RECORD AND LOCAL JURISDICTION AS REQUIRED. ANY AND ALL DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR. CORRECTIONS SHALL BE MADE AND AND A FINAL REPORT OF INSPECTIONS SHALL BE PROVIDED NOTING COMPLETION OF INSPECTIONS AND CORRECTIONS OF DISCREPANCIES. FAILURE TO CORRECT DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD AND THE LOCA. JURISDICTION AND MAY RESULT IN REMOVAL OF COMPLETED WORK AND ADDITIONAL WORK TO CORRECT DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 5. MINIMUM REQUIRED INSP'ECTIMS: 5.1. STRUCTURAL STEEL/ALUMINUM A. FABRICATION • MATERIAL IDENTIFICATION • HIGH STRENGTH BOLTS - MATERIAL IDENTIFICATION OF BOLTS, NUTS AND WASHERS ILS WELD FILLER MATERIALS - IDENTIFICATION AND CONFIRMATION OF COMPLIANCE WITH DESIGN DOCUMENTS B. ERECTION • MATERIAL IDENTIFICATION • INSTALLATION OF HIGH STRENGTH BOLTS • WELDED CONNECTIONS S MEMBER SIZES AND PLACEMENT • GENERAL CONFORMANCE WITH DESIGN DOCUMENTS 5.2. CONCRETE CONSTRUCTION • MATERIAL IDENTIFICATION • MIX DESIGN VERIFICATION • SIZE AND PLACEMENT OF REINFORCING STEEL • PLACEMENT OF CONCRETE USING PROPER TECHNIQUES • CONCRETE SAMPLES FOR SLUMP, AIR CONTENT, TEMPERATURE, STRENGTH TESTS, ETC. IN ACCORDANCE WITH ACI 318 • PROPER MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 5.3. FOUNDATIONS • SIZE AND LOCATION OF FOUNDATION EXCAVATIONS • PLACEMENT OF REINFORCING STEEL AS REQUIRED • PLACEMENT OF CAST -IN-PLACE ANCHOR RODS AS REQUIRED STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF AISC '"MANUAL OF STEEL CONSTRUCTION." LIGHT GAGE COLD -FORMED SECTIONS SHALL CONFORM TO LATEST VERSION OF AISI SPECIFICATIONS FOR COLD -FORMED STEEL STRUCTURAL MEMBERS. 2. MATERIALS: A. ROLLED SHAPES: ASTM A992 OR A572 GRADE 50, FY = 50 KSI MINIMUM B. PLATES: ASTM A36 C. TUBULAR SHAPES: ASTM A500 GRADE B OR ASTM A513 FY = 50 KSI MINIMUM D. Z-PURLIN: FY = 50 KSI MINIMUM, E. FIELD BOLTS: 1/4" DIAMETER OR LARGER SAE J429 GRADE 5 (TYP. U.N.0) F. SCREWS: SHEET METAL SCREWS, #8 & #10 TEKS - STAINLESS STEEL #12 TEKS - GALVANIZED 3. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNCEC11ONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. ALL BOLTED CONNECTIONS SHALL BE INSTALLED TO THE "SNUG TIGHT" CONDITION DEFINED AS THE FULL EFFORT OF A MAN USING A NORMAL SPUD WRENCH OR A FEW IMPACTS OF AN IMPACT WRENCH. THE "SNUG TIGHT" CONDITION WILL ENSURE THE PLIES OF CONNECTED MATERIAL ARE IN FIRM CONTACT. 4. ALL WELDING OF STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICAN WELD SOCIETY'S SPECIFICATIONS - AWS 01.1. ELECTRODES SHALL BE E70 SERIES UNLESS NOTED OTHERWISE. 5. GALVANIZING SHALL BE PER CONTRACT DOCUMENTS. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST VERSION OF THE SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES. 2. MATERIALS: A. ALUMINUM SHAPES: ALLOY 6063-T6, 6061-T6 & 6005-T6 B. ALUMINUM SHEET: ALLOY 5005-H34 & 5052-H32 C. FIELD BOLTS: Y�` •" AND LARGER - SAE J429 GRADE 5 TYP. U. N.O. A LER - STAINLESS STEEL ( } 6 AND SMALLER D. SCREWS: SHEET METAL SCREWS, #8 & ##10 TEKS - STAINLESS STEEL #12 TEKS - GALVANIZED 3. ALUMINUM SURFACES IN CONTACT WITH MASONRY SHALL RECEIVE A HEAVY COAT OF CLEAR POLYURETHANE COATING. 4. CAULKING SHALL BE G.E. SILIGLAZE 2809. MISCELLANEOUS FASTENER NO 1. ANCHOR RODS SHALL BE ASTM A307 OR A36 THREADED ROD UNLESS NOTED OTHERWISE. 2. MECHANICAL AND/OR EPDXY ANCHORS SHALL BE THE TYPE, SIZE, AND EMBEDMENT INDICATED ON DRAWINGS, AND SHALL BE INSTALLED PER ANCHOR MANUFACTURER'S RECOMMENDATIONS. 3. EPDXY ANCHORS SHALL BE HILTI-HY 20OR (ESR -3187). MECHANICAL SLEEVE ANCHORS SHALL BE POWERS POWER BOLT (ESR -5225). 4. ALL BOLTS SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS. ALL HOLES SHALL BE BOLT DIAMETER + 1/j 6" MAX. CONCRETE SL.AB&OI. AIION NOTIES: 1. ROUGH BROTHERS, INC. IS NOT RESPON818LE FOR THE DESIGN, MATERIALS AND WORKMANSHIP OF THE SLAB. IT IS THE RESPONSIBILITY OF THE SLAB/FOUNDATION DESIGNER TO ENSURE THAT THE SLAB/FOUNDATION IS PROPERLY DESIGNED TO ANCHOR THE EPDXY SET AND MECHANICAL ANCHORS. FOUNDATIONS SHALL BE DESIGNED TO RESIST THE LOADS IMPOSED BY THE GARDEN CENTER, AS WELL AS OTHER IMPOSED LOADS, BASED ON THE LOAD BEARING CAPABILITIES OF THE SOIL AND OTHER CONDITIONS OF THE BUILDING SITE. GLAZING INSTALLATION ATION NOTES: GOTHIC POLY ARCH GLAZING: 1. ROOF GLAZING: 4 YEAR 6MIL DIFFUSED POLYETHYLENE 2. SIDEWALLS: 8MM COLORLESS POLYCARBONATE 3. GABLES: 8MM COLORLESS POLYCARBONATE A -FRAME GLAZING: 1. ROOF GLAZING: BRONZE METAL 'R' PANEL W/3" THICK ROLLED INSULATION 2. SIDEWALLS: WHITE METAL 'R' PANEL W/3" THICK ROLLED INSULATION 3. GABLE: WHITE METAL 'R' PANEL W/3" THICK ROLLED INSULATION �'; i F' ?F C n' V�s Nati*.. � y ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE :CET 4 0 Q_ D.S. r 'A r O _ - - - - - - - - _ _ D.S.® _ - - - - - D.S. _ _ _ _ - --m! ICONTM I 1 FE:STROOM STORA 801LER / MECH 3 O ROOM I FFC 1 HB1 � , I # � ' � M I a O 152 f � I OFFICE ` O to QD Q I COOLER # I M i ' I D W I i WORK AREA O � M z `L 1" GABLE POST o a QFFSET 0 A -FRAME GABLE ONLY I V) h V) `.a � D.8X10 S. 1'-11" EQUIPMENT SCHEDULE I.D. # TYPE QTY QT ROOF VENT MOTORS (DIRECT DRIVE): I. D. # TYPE RIDDER RW242 MOTOR 4 - 220V, 1 PH, 2.00 AMPS, 0.30kW 0.41 HP r-------1 8'-0" X 10'-0" INSULATED STEEL OVERHEAD 1 8X10 DOOR W/ STANDARD ROLL UP TRACK 4 52 6'-0" X 7'-0" VISTAWALL FULL GLASS DOUBLE HARDWARE, & EXIT LIGHT ABOVE DOOR -� ENTRY DOOR (LHR/HLSO) w/ HARDWARE, 3 3'-6" X 7'-0" CECO STEEL INSULATED 1 HOUR CLOSURE, PUSH BOR, & T14RESHOLD (PANIC HARDWARE NOT INCLUDED) 1 6'-0" X 7'-0" VISTAWALL FULL GLASS DOUBLE LOCK SET, STRIKE PLATE, HARDWARE, & ENTRY DOOR (LHR/HLSO) W/ HARDWARE, 1 CLOSURE CLOSURE, PUSH BAR, THRESHOLD, PANIC QA HARDWARE, & EXIT LIGHT ABOVE DOOR 1 FC1 3'-0" X 7'-0" VISTAWALL FULL GLASS SINGLE 16" HORIZONTAL AIR FLOW FAN ENTRY DOOR (LHR/HLSO) W/ HARDWARE, 1 — 115V, 1 PH, 0.9 AMPS, 0.06kW 'A5 HP CLOSURE, PUSH BAR, & THRESHOLD (PANIC HARDWARE NOT INCLUDED) 8'-2" I I I o. 4 cD m 1 52 Q I I I I I I i 1 I I 0 5' HIGH X 10' WIDE o I VISION WIP DOW co � D. _ _ - - ®D.S. A D - - - - ---®- - - - ®® _ - --� - ®-- 2.01 I O I , RESTROOM M IL_ ----I--------- I A co Q A _.---I-----------� I I I lb .0 M .03 52 OFFICE O -------------} I I I I I 5' HIGH 5' WIDE 0 VISION WI DOW — I m 1 I O � I 52 I F 77 i 1 I f o I I I I I 4 I I ' # I O I i � D.S. - D.S. IN r7 .— 4 4'-0 " g" A 1'-11" 3'-6" 13 $—o '-0" 3.0 12'-011 (TYP. SID WALL POST SPA ING 24'-0" 2) BAYS 0 12'-0" (A -FRAM 108'-0" (9)BAYS ® 12'-0" (GOTHIC POLY ARCH 132'- 0" ,11) BAYS ® 12'-0" 1 2 3 4 5 A2 6 7 ��A EQUIPMENT PLAN 1.0 SCALE: 3/16 " = 1'-0" 40 EQUIPMENT SCHEDULE ::1. TYPE QTY QT 4'-0" HIGH X 63'-0" LG. EVAPORATIVE I. D. # TYPE COOLING PAD SYSTEM W/ 6" THICK PADS 3/4 3'-6" X 7'-0" CECO STEEL INSULATED - PUMP: 220V, 1 PH, 3.00 AMPS, HP PASSAGE DOOR (RHR) W/ LEVER LOCK SET, 2 02 STRIKE PLATE, HARDWARE, CLOSURE, PANIC 4 52 - 220V, 1 PH, 5.00 AMPS, 1 HP HARDWARE, & EXIT LIGHT ABOVE DOOR -� 36" X 60" MOTORIZED INLET SHUTTER 24 3'-6" X 7'-0" CECO STEEL INSULATED 1 HOUR - 115V, 1 PH RATED PASSAGE DOOR (RHR) W/ LEVER 1 O3FIRE LOCK SET, STRIKE PLATE, HARDWARE, & IE -399 BOILER (FIELD VERIFY LOCATION) 1 CLOSURE - 115V, 1 PH, 12.00 AMPS ®D'S' 4" DOWNSPOUTS - (4) PER RUN OF GUTTER 1 FC1 220V, 1 PH 16" HORIZONTAL AIR FLOW FAN — 115V, 1 PH, 0.9 AMPS, 0.06kW 'A5 HP INFLATION KIT [1 PI—A1 ] W/ OUTSIDE AIR KIT d [1P1 -A2] -115v,1 PH, 1.16 AMPS, 0.06 Kw JOHNSON MODEL 1332 CO2 GENERATOR W/ SAFETY VALVE & GAS PRESSURE GAUGE EQUIPMENT SCHEDULE 1. D. # TYPE QTY 4'-0" HIGH X 63'-0" LG. EVAPORATIVE COOLING PAD SYSTEM W/ 6" THICK PADS 3/4 1 - PUMP: 220V, 1 PH, 3.00 AMPS, HP 52" POLYURETHANE FUNNEL FLOW EXHAUST FAN W/52" MOTORIZED INLET SHUTTER 4 52 - 220V, 1 PH, 5.00 AMPS, 1 HP -� 36" X 60" MOTORIZED INLET SHUTTER 24 3660 - 115V, 1 PH WADSWORTH VERISTEP CONTROLLER 1 (FIELD VERIFY LOCATION) IE -399 BOILER (FIELD VERIFY LOCATION) 1 HB1 - 115V, 1 PH, 12.00 AMPS HIGH PRESSURE FOGGING COMPRESSOR 1 FC1 220V, 1 PH **NOTES** 1. ALL DIMENSIONS CENTERLINE OF POST TO CENTERLINE OF POST UNLESS NOTED OTHERWISE. DRAWING no 10 2. THIS DRAWING IS ROUGH BROS. REFERENCE ONLY. THIS DOES NOT INCLUDE ALL EQUIPMENT.'' y+.47 ► �Rt C� '�� '��"�►�� 3. FIELD CREW TO VERIFY ALL EQUIPMENT LOCATIONS w/ OWNERPRIOR TO INSTALLATION 0A 4. ALL ELECTRICAL WRM OF ANY KIND, INCLUDING ROUGH-INt HARD WIRING EQU IRM'EN T, LOW VOLTAGE WIR TI G, WMG ENVtRONIdENTAL THE DRAMNGS M40 DATA IN TMS DOCUMENT. AND THE INTELLECTIJ& PROPERTY AIA CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGM BROTHERS. INC. 5513 VINE STREET. CONTROLLERS, MOTORS, HEATERS, AND FANS TO BE PERFORMED BY Tri /IRiTn'�EN°coNSEIrT Q�RONCH THERE. INC. ®DoaIMaIT ocES 50 M CONFIDENCE AND AQRFFS THAT IT SHALL. NOT BE oIlPUCATFA, IN 1810LE oR IN PART. NOR DIScxosED 70 OTHERS IMTHWT AN OWNER FIRED ELECTRICIAN, ROUGH BROTHERS DOES NO WIRING Y PROD. ROUGH BROTHERS WILL ASSIST THE OWNER HIRED REVISIONS Total Greenhouse Service: Design * Fabrication * Installation *Ports *Maintenance OF AN ELECTRICIAN IN THE SETTING OF VENT MOTOR LIMITS WHILE THE No. By Date EQUIPMENT PLAN ROUGH BROTHERS CREW IS ONSITE. 2. GREENHOUSE FOR 3. ATLANTIC BEACH URBAN FARMS, LLC 4. RWWOH B W 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 ENGINEERING NOTE. ENGINEER'S SEAL APPLIES TO DESIGN OF By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY CINCA SAT!, OH 0217 AS NOTED 10/27/2014 CBG 141010 1.0 WWW.RO,UGHBR3 0OS.COM NJd -1■ I d- 0 B M 1. D. # r..o 0 I 1n.3 13L DETAIL M � I d- 0 B M -------- - - - - - - -- 0 U4 I� ¢o j of I I I I I I I I Io �O � o9 I P n2 B w_ �� I �I �G O1 1S 15 O1 15 15 O1 O1 iG8#-2" -39-6"1 3#-0" 4 9-04"- 8" 12'-0" (TYP. SI )EWALL POST ACING) 24'-0" 2) BAYS ® 12'-0" (A—FRAM 108'-0" (9) BAYS • 12'-0 (GOTHIC POLY ARCH 132'-0" � 1b11) BAYS • 12'-0 Al A2 1 2 3 4 5 6 7 8 9 POST DESCRIPTION 1. D. # r..o I 1n.3 13L DETAIL 0 I >" � w Vuj Y• M wl 0 tj44 1 . W/3/4" BASE PLATE AND JOIST FAB 'Opo r 30 P" T/O POST ELEVATION — 16 9-0" [141010—PF1 ] s�• �tvot) TS 4"x6"019a, GALV. GUTTER/SWAY POST rl4fe 4 0 1 S W/ 3/4" BASE PLATE AND JOIST FAB -------- - - - - - - -- 0 U4 I� ¢o j of I I I I I I I I Io �O � o9 I P n2 B w_ �� I �I �G O1 1S 15 O1 15 15 O1 O1 iG8#-2" -39-6"1 3#-0" 4 9-04"- 8" 12'-0" (TYP. SI )EWALL POST ACING) 24'-0" 2) BAYS ® 12'-0" (A—FRAM 108'-0" (9) BAYS • 12'-0 (GOTHIC POLY ARCH 132'-0" � 1b11) BAYS • 12'-0 Al A2 1 2 3 4 5 6 7 8 9 POST DESCRIPTION 1. D. # I.D. # TYPE QTY DETAIL DETAIL TS 4"x6"x11 ga, GALV. GUTTER POST TS 4" SQ. 8ga, GALV. GUTTER POST 5G (D W/3/4" BASE PLATE AND JOIST FAB 8 A/1.01 A T/0 POST ELEVATION — 16 —0" [141010—PF1 GB] T/O POST ELEVATION — 16 9-0" [141010—PF1 ] E/1.01 A T/O POST ELEVATION— 16'-0" [141010—PF3] TS 4"x6"019a, GALV. GUTTER/SWAY POST 1 S W/ 3/4" BASE PLATE AND JOIST FAB 8 A/1.01 A T/0 POST ELEVATION — 19'-31/8" [7C2007] T/0 POST ELEVATION — 16'-0" [141010—PFT SWB] W/ 1/2" BASE PLATE AND JOIST FAB 6 TS 4"x6"x11 ga, GALV. CORNER GUTTER POST T/0 POST ELEVATION — 16 *-oft[141010—PF3 1 G O W/ 3/4" BASE PLATE 4 A/1.01 A TS 4"x6"x11 go, GALV. CENTER GUTTER POST — " T/0 POST ELEVATION 16 —0 [141010—PF1 GB] T/0 POST ELEVATION — 15'-3" [7C2307] TS 4" SQ. 11 go, GALV. GABLE POST 2 B/1.01 A W/ POST FEET 8 C/1.01 A W/3/4" BASE PLATE CENTERED AND TRUSS FAB T/0 POST ELEVATION — 22,-107A6" [141010—PF2] B/1.01A TS 2"x4"x14ga, GALV. DOOR POST T/0 POST ELEVATION — 16 —0��[141010—PF8] TS 4" SQ. 8ga, GALV. CENTER GABLE POST �4 2A W/ POST FEET 3 C/1.01 A GUTTER POST W/3/4" BASE PLATE — T/0 POST ELEVATION 25'-10" [141010-PF5] C51 ] T/0 POST ELEVATION — 16'-0" [141010—PF6] TS 4" SQ. 8GA, GALV. CENTER GABLE POST TS 2"x4"xi 4go, GALV. OVERHEAD DOOR POS 2B W/ POST FEET 1 F/1.01 A T/0 POST ELEVATION — 25'-10" [141010—PF5] D/1.01 A POST DESCRIPTION 1. D. # 1. D. # TYPE DETAIL QTY DETAIL TS 4" SQ. 8ga, GALV. GUTTER POST 5G GUTTER POST W/ 3/4" BASE PLATE 2 �3 W/1/2" BASE PLATE AND JOIST FAB T/0 POST ELEVATION — 16 —0" [141010—PF1 GB] 2 E/1.01 A T/O POST ELEVATION— 16'-0" [141010—PF3] W/ POST FEET TS 4" SQ. 8ga, GALV. GUTTER/SWAY POST C/1.01 A T/0 POST ELEVATION — 19'-31/8" [7C2007] W/ 1/2" BASE PLATE AND JOIST FAB 6 E/1.01 A T/0 POST ELEVATION — 16 *-oft[141010—PF3 WB] 2 G/1.01 A TS 4"x6"x11 go, GALV. CENTER GUTTER POST T/0 POST ELEVATION — 15'-3" [7C2307] W/ 3/4" BASE PLATE 2 B/1.01 A T/0 POST ELEVATION — 16'-0" [141010 PF6] W/3/4" BASE PLATE CENTERED AND TRUSS FAB 1 B/1.01A TS 2"x4"x14ga, GALV. DOOR POST T/0 POST ELEVATION — 16 —0��[141010—PF8] �4 W/ POST FOOT 12 D/1.01 A GUTTER POST W/3/4" BASE PLATE T/O POST ELEVATION — 8'-0" [ C51 ] T/0 POST ELEVATION — 16'-0" [141010—PF6] TS 2"x4"xi 4go, GALV. OVERHEAD DOOR POS 4A W/ POST FOOT 2 D/1.01 A T/0 POST ELEVATION — 10'-0" [ C51] TS 4"x6"x11 ga, GALV. A—FRAME GUTTER PO 'T �5 W/3/4" BASE PLATE AND TRUSS FAB 2 A/1.01 A T/0 POST ELEVATION — 16 t—O" [141010 -PF7] A POST LAYOUT PLAN i .01 N SCALE: 3/16" = 1 —0" POST DESCRIPTION 1. D. # TYPE QTY DETAIL TS 4"x6"x11 go, GALV. A—FRAME CORNER 5G GUTTER POST W/ 3/4" BASE PLATE 2 A/1.01 A T/0 POST ELEVATION — 16 —0" [141010—PF1 GB] TS 4" SQ. 11 go, GALV. A—FRAME GABLE POST W/ POST FEET 4 C/1.01 A T/0 POST ELEVATION — 19'-31/8" [7C2007] TS 4" SQ. 8ga, GALV. CENTER A—FRAME GABLE OfiA POST MOUNT TO HEADER W/ CLIPS 2 G/1.01 A (FIELD CUT FROM 22'-9"} T/0 POST ELEVATION — 15'-3" [7C2307] TS 4"x6"x11 go, GALV. A—FRAME GUTTER POST O7 W/3/4" BASE PLATE CENTERED AND TRUSS FAB 1 B/1.01A T/0 POST ELEVATION — 16 —0��[141010—PF8] TS 4"x6"x11 ga, GALV. A—FRAME CENTER 7G GUTTER POST W/3/4" BASE PLATE 1 B/1.01 A T/0 POST ELEVATION — 16'-0" [141010—PF6] z,a��Tt rs;■ > ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 101 A At THE DRAWINGS AND DATA IN IHSS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET, CINCINNATI, OH 48217. ANY PARTY ACCEPTING ?HIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE OUPUCATED. IN IM OLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. REVISIONS Total Greenhouse Servicer Design * Fabrication * Installation * Parts * Maintenance No. By Date POST LAYOUT 1. 1 1991 2.RBI GREENHOUSE FOR 3•ATLANTIC BEACH URBAN FARMS, LLC 4 Checked BUILDING THE GREATEST 1175 ATLANTIC BLVD. PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 11 (513)242-0310 AS NOTED 110/27/2014 CBG 141010 1.01 WWW.R000HBROS.COM �1 G C 'op TVR 3/411X1011X10" BASE PLATE [S1231 E] 0'-0" GRADE CONCRETE (BY OTHERS) WELDED 4"x 6" POST ASSY (REF. SHEET 1.01) 5/8" PLATED NUT 5/8" PLATED WASHER 5/8" DIA. EPDXY SET THREADED ROD ANCHOR W/ MIN. 8" EMBEDMENT ., — to — . — — . .. . . _ — _ _ . . . _ . . _ ... f..� @_.r. ♦ . 0 1,01 A SCALE: 3" = 1'-0" 1/2" X 8" X 8" BASE PLATE [S1120] 0'-0" GRADE CONCRETE -- (BY OTHERS) 6" TV 3" i 3" 0 0� WELDED 4" SQ. POST ASS'Y (REF. SHEET 1.02) 1/2" PLATED NUT [2NUT50PLATED] 1/2" PLATED WASHER [2W50PLATED] 1/2" DIA. EPDXY SET THREADED ROD ANCHOR [2TR5OX12] W/ MIN. 41/2" EMBEDMENT K'E'A\ POST ANCHORING DETAIL 'Q.0!9 .01 A SCALE: 3" = 1'-0" 3/4" X 10" X 10" BASE PLATE [S1231 E] 7" TYP. 11 POST WELDED 4"x 6" POST ASSY (REF. SHEET 1.01) � I I I 5/8" PLATED NUT I � I I I 5/t" PLATED WASHER 0'-0" GRADE v 4 ° . CONCRETE b (BY OTHERS) 4-4 5/8 DIA. EPDXY SET THREADED ROD ANCHOR W/ MIN. 8" EMBEDMENT 01 B 4"x 6" GABLE POST ANCHOR DETAIL 1.01 A I SCALE: 3" = 1'-0" —�p—+ N F POST AN HORING DETAIL 1.01 A SCALE: 3" =) $—on a 10 w IF 3/8" ANGLE POST FOOT POST 4" SQ. POST 3" X 2" W/ (2) 9A 6" (REF. SHEET 1.01) HOLES ® 11/4" ON 2" 1 I LEG [AC175-4003] I ( 1/2" PLATED NUT I 1 I [2NUT50PLATED] 1/2" X 51/2" HEX HD I I GALV. BOLT & NUT I I [2GB50X55OHH] I ' I 1/4" ALUM. SPACER 2" I ---- ---- SQ. w 9 6" HOLE ---- ---- ASP�50-200-20056 0 —0" GRADE ' [ ] CONCRETE -- '°. °a a ° a /2" DIA. EPDXY SET (BY OTHERS) ° THREADED ROD ANCHOR [2TR5OX12] W/41/2" MIN. EMBEDMENT 4" $Q. 8Gn vvvn HEADER (REF. SHEET 1.02) POST 4" SQ. POST i I (REF. SHEET 1.01) I i I � I #12 X 1" HEX HD I I 10GA GALV. STEEL TEK SCREW I I ANGLE CLIP 2" X 2" [2GT12X100HH] I , W/(4) HOLES, 31/2" LG I I [SC10200200-3504] I i 4"x 4" GABLE POST ANCHOR DETAIL SCALE: 3" = 1'-0" r"� POST ANCHORING DETAIL 1.01 A SCALE: 3" = 1'-0" 7" 3/8" ANGLE POST FOOT - 3" X 2" W/ (2) 9A6" OOT3"X2"w/(2)9/16" HOLES 0 11/4" ON 2" LEG [AC175-4003] 1/2" X 11/4" HEX HD---,,, GALV. BOLT & NUT [2GB5OX125HH] 0'-0" GRADE 0 1 1 1/2" X 33/4" MECHANICAL ANCHOR [2PBA5OX375] W/31/2" MIN. EMBED. POST 2" X 4" POST (REF. SHEET 1.01) CONCRETE (BY OTHERS) DOOR POST ANCHORING DETAIL SCALE: 3" = 1'-0" WORK TIME TABLE FOR HILTI-HY 200—R BASE MATERIAL TEMPERATURE BASE MATERIAL TEMPERATURE APPROX. WORK TIME 'F 4" SQ. POST 14...23 -10...-5 (REF. SHEET 1.01) 3/8" ANGLE POST FOOT —4 ... 0 POST 1/4" ANGLE POST FOOT 3" X 2" W/ (2) 9A6" 1...5 I 3"X4"W/(2)9f16" HOLES Q 11/4" ON 2" 40 MINUTES 51...68 11...20 ( HOLES ON 4" LEG LEG [AC175-4003] 21...30 I - 87...104 I 6 MINUTES I � I 1/2" PLATED NUT 1/2" X 11/4" HEX HD[ 2NUT50PLATED] [2NUT50PLATED] GALV. BOLT & NUT I [2GB50X125HH] 1 ALUM. SPACER 2„ 0'-0” GRADE SQ. w/ 9 j" HOLE ASP25O-200-20056 ' a d CONCRETE - :' ° a 1/2" DIA. EPDXY SET (BY OTHERS) THREADED ROD ANCHOR [2TR50X12] W/41/2" MIN. n EMBEDMENT F POST AN HORING DETAIL 1.01 A SCALE: 3" =) $—on a 10 w IF 3/8" ANGLE POST FOOT POST 4" SQ. POST 3" X 2" W/ (2) 9A 6" (REF. SHEET 1.01) HOLES ® 11/4" ON 2" 1 I LEG [AC175-4003] I ( 1/2" PLATED NUT I 1 I [2NUT50PLATED] 1/2" X 51/2" HEX HD I I GALV. BOLT & NUT I I [2GB50X55OHH] I ' I 1/4" ALUM. SPACER 2" I ---- ---- SQ. w 9 6" HOLE ---- ---- ASP�50-200-20056 0 —0" GRADE ' [ ] CONCRETE -- '°. °a a ° a /2" DIA. EPDXY SET (BY OTHERS) ° THREADED ROD ANCHOR [2TR5OX12] W/41/2" MIN. EMBEDMENT 4" $Q. 8Gn vvvn HEADER (REF. SHEET 1.02) POST 4" SQ. POST i I (REF. SHEET 1.01) I i I � I #12 X 1" HEX HD I I 10GA GALV. STEEL TEK SCREW I I ANGLE CLIP 2" X 2" [2GT12X100HH] I , W/(4) HOLES, 31/2" LG I I [SC10200200-3504] I i 4"x 4" GABLE POST ANCHOR DETAIL SCALE: 3" = 1'-0" r"� POST ANCHORING DETAIL 1.01 A SCALE: 3" = 1'-0" 7" 3/8" ANGLE POST FOOT - 3" X 2" W/ (2) 9A6" OOT3"X2"w/(2)9/16" HOLES 0 11/4" ON 2" LEG [AC175-4003] 1/2" X 11/4" HEX HD---,,, GALV. BOLT & NUT [2GB5OX125HH] 0'-0" GRADE 0 1 1 1/2" X 33/4" MECHANICAL ANCHOR [2PBA5OX375] W/31/2" MIN. EMBED. POST 2" X 4" POST (REF. SHEET 1.01) CONCRETE (BY OTHERS) DOOR POST ANCHORING DETAIL SCALE: 3" = 1'-0" WORK TIME TABLE FOR HILTI-HY 200—R BASE MATERIAL TEMPERATURE BASE MATERIAL TEMPERATURE APPROX. WORK TIME 'F •C 14...23 -10...-5 180 MINUTES 24...32 —4 ... 0 120 MINUTES 33...41 1...5 60 MINUTES 42...50 6...10 40 MINUTES 51...68 11...20 15 MINUTES 69...86 21...30 9 MINUTES - 87...104 31...40 6 MINUTES PRODUCT TEMPERATURE MUST BE BETWEEN 14-F (-10-C) AND 104' (40-C) DURING INSTALLATION CURE TIME TABLE FOR HILTI—HY 200—R BASE MATERIAL TEMPERATURE APPROX. CURE TIME 'F •C 14...23 —10...-5 20 HOURS 24...32 —4...0 8 HOURS 33...41 1...5 4 HOURS 42...50 6...10 2.5 HOURS 51...68 11...20 1.5 HOURS 69...86 21...30 1 HOURS 87...104 31...40 1 HOURS **ANCHOR BOLT INSTALLATION NOTES** l A) ANCHOR BOLTS TO BE AS NOTED IN DETAILS W/ MIN. EMBEDMENT AS INDICATED IN DETAILS, SET IN HILTI—HY 200-R INJECTION ADHESIVE. B) ANCHOR BOLT INSTALLER TO FOLLOW HILTI—HY 200—R INJECTION ADHESIVE INSTALLATION INSTRUCTIONS AS FOLLOWS: 1. DRILL ANCHOR HOLE WITH A CARBIDE BIT. CONTACT HILTI FOR USE OF DIAMOND CORE BITS 2. CLEAN HOLE WITH WIRE BRUSH. PROPER HOLE CLEANING IS ESSENTIAL 3. INSERT AIR NOZZLE TO BOTTOM OF HOLE AND BLOW OUT HOLE USING PUMP, OR COMPRESSED AIR. 4. PUT REFILL PACK INTO HOLDER. REMOVE CAP COVERING THREADED PROJECTION. 5. SCREW ON STATIC MIXER 6. PUT HOLDER INTO DISPENSER AND DISCARD FIRST TWO TRIGGER PULLS OF ADHESIVE FROM EACH REFILL PACK. 7. INJECT ADHESIVE INTO HOLE STARTING AT THE BOTTOM UNTIL 1/2 TO 2/3 FULL. USE MIXER FILLER TUBE EXTENSIONS WHEN NEEDED TO REACH THE HOLE BOTTOM. 8. UNLOCK DISPENSER 9. INSERT THREADED ROD. TWIST DURING INSTALLATION. 10. FASTENER MAY BE ADJUSTED DURING SPECIFIED WORK TIME (SEE WORK TIME TABLE) 11. DO NOT DISTURB ANCHOR BETWEEN SPECIFIED WORK TIME AND CURE TIME (SEE CURETIME TABLE) 12. APPLY SPECIFIED TORQUE AS REQUIRED TO SECURE ITEMS TO BE FASTENED. DO NOT EXCEED MAXIMUM TORQUE SPECIFIED. GREENHOUSE ANCHORS AND INJECTION ADHESIVE ARE INCLUDED WITH GREENH THE DRAWINGS AND DATA 1N THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF 1lGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHWH ALL NOT BE DUPLICATED. IN OLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date POST CONNECTIONS 1. 1 Imm 2.1 nmigh GREENHOUSE FOR 3• 1 ATLANTIC BEACH URBAN FARMS, LLC 4. �1011�i 81� NVG. BUILDING THE GREATEST 1175 ATLANTIC BLVD. eulL ENGINEERING NOTE: Checked PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 3 2 2 3 3 ENGINEER'S SEAL APPLIES TO DESIGN OF BY Dote 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. STRUCTURAL COMPONENTS ONLY cINc15N13A242�o3i0 17 AS NOTED 10/27/2014 CBG 141010 1.01 A WWW.RO(JGHBROS.COM 0 t V f t GT6 GT5 0 GT4 GT1 ° GT1 0 GT1 0 GT2 0 GT1 0 GT 0 GT1 0 GT1 0 GT1 f•33 C '* A �A A 4& A j& Fpi i c6 ' J P2 A25 v P1 F- �,`' rt Pi P1 A E to p1 N I<< I I 1 I i I I •i• Fp i r m m m m m m m m m Fpi P1 Fp 1 ' — N P1 a a P2 a Fp 1 1 7p, ' GT6 GT5GT4 Tl GT1 GT1 GT2 GT1 GT1 GT1 GT1 o GT1 3 i F—m D m o 0 0 0 �o 0 o mG� 1 1 a o e e , rp- w P1 i rp- [Pil 9 4i I I I Q I Q 1 aC I Q I Q I Q Fil Fp 1 Fp 11 0:1 *— N P1 c� - P2 J Z CO i O Q ,Q i aP1 I to • f- , Fp 1 , 1 0 GT6 GT5 GT4 T1 ° GT1 11 0-° GT1 ° GT2 ° GT1 0 GT1 0 GT1 ° GT1 GT1 GT3 12,_0f, (TYP. SIDEWALL POST SPACING) 24 —099 108'-0" (2) BAYS ® 12'-0" (A—FRAME) (9) BAYS ® 12'-0" (GOTHIC POLY ARCH) 132'-0" a (11) BAYS 0 12,_0" s w 2 3 4 5 6 7 8 9 10 Al A2 1 A FRAMING PLAN " N TRUSS / BOW ASSEMBLY DESCRIPTIONS 1.02 SCALE: 3/16" = 1 —0 1. D. TYPE QTY . r POLY ARCH TRUSS ASSEMBLY: R* �• „ W " " " GUTTER SCHEDULE PURLIN SCHEDULE 1.315 O.D. 14GA. SIDEWALL BRACING 1.315 O.D. 14GA. ROOF BRACING _ ** F 2 SQ. 15ga BOW 2 x 4 14ga TOP CHORD AND 2 SQ. 16 SWAY ROD LENGTH O.A. N0. RE 'D T-1 15ga BOTTOM CHORD JOIST w/(2) 2" SQ. 15ga STRUTS AND TROTS DWG 4.0)I.D. # TYPE QTY 1. D. # DESCRIPTION QTY SWAY ROD LENGTH O.A. N0. REQ D. Q (4)1.315 0 14ga S ( o P1 16GA. GALV. FORMED 6" Z—PURLIN, 1403 " LG. 28 1 221 Z/g" 14 14615/�j 6" 8 T :' ARCH 12GA GUTTER FAB D FOR GUTTER SP ICE ❑ /4 { A—FRAME TRUSS ASSEMBLY: GT1 _ 5 " 24 143 LG.040011, " AND SNAP LOCK S0100 /8 3 SEE DWG 1.1 FOR BRACING DETAILS 4 150 /2" 16 ' T-2 2X4 14GA. TOP &BOTTOM .CHORD W/ 2 SQ 15GA. STRUTS, 2 [ P2 16GA. GALV. FORMED 6 Z—PURLIN, 139 /4 LG. 4 4 6" 16GA. Z—PURLIN (DWG 4.3) ARCH 12 GA GUTTER FAB'D FOR GUTTER 147Z/�3" 8 /�1 ��`��I��t��t� Ff GT2 SPLICE, DOWNSPOUT AND SNAP LOCK 3 INTERMEDIATE BOW ASSEMBLY. [S0101] — 1435/g LG. '1.315 O.D. 14GA. BOW BRACING SEE DWG 4.3 FOR BRACING DETAILS CI® BA -1 2" SQ. 15ga BOW w/ 2" SQ. BOTTOM CHORD, (2)2" SQ. 15go 18 HEADER SCHEDULE ARCH 12GA GUTTER EXTENSION FAB'D FOR SWAY ROD LENGTH O.A. NO. REQ'D. CTHEIN NNATI,DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL DOES PROPERTY AND CE AND S THAT IT ITL NOT NE ARE THE PR OPE OF R IN BROTHERS, INC. 5513 O STREET. STRUTS AND (4)1.315"4ti 14go STRUTS (DWG. 4.1) CINCINNATI, off 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES so IN CONFIDENCE AND AGREES THAT IT SHALL NOT � DUPUCATr:D, IN aE OR �! PART, NOR DISCLOSED TO OTHERS NATHOUT GT3 GUTTER SPLICE W/ WELDED END & DOWNS OUT 3 1•D. # DESCRIPTION QTY THE WRITTEN CONSENT of ROUGH BROTHERS, INC. (SO1 11 -1 2W] I & 1021/2" 8 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance GTC1 L 2X4 14GA. GABLE TOP CHORD w/ (2) 6 16GA. Z-PURLIN 1 6 E HD1 4" SQ. 8GA GALV. TUBE HEADER, 185" LG. 2 SEE DWG 1.2 FOR BRACING DETAILS No. By Date 2 12GA GUTTER FAB D FOR GUTTER SPLI 3 FRAMING PLAN GT4 1' GTC1 R 2X4 14GA. GABLE TOP CHORD w/(2) 6" 16GA. Z—PURLIN 1 AND DOWNSPOUT [S0901] — 1435/8" LG - � 6/12 12GA GUTTER FAB'D FOR GUTTER SPLI E 2' GREENHOUSE FOR 2X4 14GA. GABLE TOP CHORD w/(2) 6" 16GA. Z—PURLIN GT5 [S0900] — 1435/8" LG 3 3 • ATLANTIC BEACH URBAN FARMS, LLC GTCZL 1 4 ��7 "I 8R NVC. MOUNTED BETWEEN POLY ARCH GABLE POST 6 12GA GUTTER EXTENSION FAB'D FOR BUILDING THE GREATEST 1175 ATLANTIC BLVD. 2 OTE: Checked PLACES FOR PLANTS ATLANTIC BEACH FLORIDA 32233 2X4 14GA. GABLE TOP CHORD w/ (2) 6" 16GA. Z—PURLIN 1 GT6 GUTTER SPLICE w/ WELDED END & DOWNSPOUT 3 ENGINEERING N B GTC2R EN POLY ARCH GABLE POST S0911 -12W] — 12" LG y Date MOUNTED BETWEEN [ ENGINEERS SEAL APPLIES TO DESIGN OF 5513 VINE STREET SCALE DATE DRAWN BY 'CONTRACT NO. SHEET No. z STRUCTURAL COMPONENTS ONLY CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 1.02 WWW.R000HBROS.COM I d S t;5 ej Z 5A6" GALV. WASHER [2W31 GALV] (8 PER GUTTER SADDLE) 5A 6" LEAD WASHER [2W31 LEAD] (8 PER GUTTER SADDLE) PLACE TWO STRIPS TAPE [1PA-RUBTAP OF GUTTER SPLICE WATERTIGHT SEAL B SADDLE AND GUTTEI 4" SQ. CAST ALUM. POST TOP [1 CA -00 1/2" X 5" H. H. BOLI [2GB50X500HH] DRIP GUTTER [5019] SONNEBORN ,#NP -1 CAULK [1 PA -PNP -1 ] A 4" POST TOP DETAIL 1.03 SCALE: 3" = 1'-0" AP 6/12 GALV. STEEL GUTTER [50900] 5A6" GALV. WASHER [2W31GALV] (2 PER 6/12 GALV. STEEL GUTTER GUTTER BRACKET) SADDLE [50902] 5/16" LEAD WASHER 5A6" x 1" HEX HEAD BOLT [2W31 LEAD] (2 PER & NUT (8 PER GUTTER SADDLE) GUTTER BRACKET) 5/16" x 1" H.H. BOL & NUT [2GB31 X100h (2 PER GUTTER BRACKET) - FIELD DRILL GUTTER 4" SQ. GALV. STEEL GUTTER 1/2" X 3" H.H. BOLI POST NUT [2GB5OX300HH DRIP GUTTER SPLICE [ASE020] NOTE: DO NOT SPLICE ® POST (4) X12 X 1" HEX HD. TEK SCREW W/ WASHER [2GT12X100HHW] DRIP GUTTER SPLICE DETAIL SCALE: 6" = 1'-0" INSIDE GUTTER OUTSIDE GUTTER 0 6/12 GALV. STEEL GUTTER [S09001 4" WIDE INTERM. POST GUTTER BRACKET [S1584] 2" X 4" GALV. STEEL INTERM. GUTTER POST INTERMEDIATE POST TOP DETAIL SCALE: 3" = 1'-0" INSIDE GUTTER OUTSIDE GUTTER 5/16" GALV. N U T 5/16" GALV. WASHER [2W31 GALV] 5A 6" LEAD WASHER I [2W31 LEAD] 5A6"x1"HEX HEAD BOLT WASHER PLACEMENT 0 2 GUTTER SPLICE DETAIL TYP 1.03 1 SCALE: 3" = 1'-0" 6/12" 12GA. GUTTER EXT. W/ WELDED END, 12" LG [SO910-12W] 3/8" GALV WASHER [2W37GALV.] 3/8" LEAD WASHER [2W37LEAD] OUTLINE CASTING WITH PUTTYLASTIC TAPE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER AND DOWNSPOUT CASTING. 3/8" x 1" HEX HD BOLT & NUT [2GB37X100HH] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY '000� o 0 \ � o 4" ROUND DOWNSPOUT HAT W/ DRIP GUTTER [ 1 CA- 0040] DOWNSPOUT HAT ASSY DETAIL SCALE: 3" = 1'-0" GENERAL NOTES: 1. CHECK AND RE—TIGHTEN BOLTS AT THE END OF THE PROJECT TO HELP AVOID POSSIBLE LEAKS. 2. 1/4" GAP AT DRIP GUTTER IS TO ALLOW FOR EXPANSION. - 11 THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTIILECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PRO ROUGH BROTHERS. INC. 5513 VINE STREET. CINCINNATI, OH 48217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * arts * Repair Service No. By Dote FRAMING SECTIONS AND DETAILS 1. 2• GREENHOUSE FOR 3.R�R�ATLANTIC BEACH URBAN FARMS, LLC RO" tmiHM NO. 4• 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST EACH FLORIDA 32233 PLACES FOR PLANTS ATLANTIC BEACH, By oats 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 1.03 WWW.RoucHBROS.COM 16'-0" T/0 POST ELEV. 0'-0" ELEV. le ur F I 0 O� a 12GA ARCH GUTTER WITH SN APLOCK HOLES [S01001 DRIP GUTTER [ 5019] 1.315" DIA. GALV. SIDEWALL SWAY BRACING [70490D] ,,,,--ARCH GUTTER SADDLE 12GA [SO102] 4" SQ CAST ALUM GUTTER POST TOP [1 CA -0071 F] BAR JOIST ASSEMBLY (REF DWG 1.01 FOR JOIST INFORMATION) of I POST (REF DWG 1.01 FOR POST INFORMATION) ° vA, A Ald v d ° d d cd a 4 A. A e d. e A. v . old v d d v Li 1, v ' d �..• d e d v d W a d d e d d° y d °' v a d q . d• ° 12'-0" SIDEWALL BRACING DETAIL SCALE: - 3/4" = 1'-0" 0 1/2" x 5" HEX HD GALV. BOLT & NUT [2GB5OX500HH] 1/2" x 11/4" HEX HD GALV. BOLT & NUT [2GB50X125HH] ALUM T—CLIP 4" X 21/2" X 41/4" LG. W/ (4) 9A 6" HOLES [AC124C-4254] 1.315" DIA. GALV- SIDEWALL SWAY BRACING [70490D] SIDEWALL BRACING DETAIL 0 GUTTER SCALE: 6" = 1'-0" 1 \ 1.315 DIA. GALV a SIDEWALL SWAY BRACING [70490D] �� I ALUM T—CLIP 4" X 21/2" X 41/4" LG. W/ (4) 9/16" I ( 1 HOLES [AC124C-4254] 1/2" x 11/4" HEX HD GALV. BOLT & NUT [2BG50X125HH] POST (REF DWG 1.01 FOR POST INFORMATION) 1/2"x5"HEX HD GALV. BOLT & NUT [2GB5OX500HH] a fn 0'-0" ELEV. I I I I I (� I • 1 I I I •- I t I I I I I - SIDEWALL BRACING DETAIL 0 FOUNDATION SCALE: 6" = V-0" 4 ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY OA A CIO, THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 43217. ANY PARTY ACC£P71NG THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS , Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service Na. By Date SIDEWALL BRACING SECTION/DETAILS 1. Z• GREENHOUSE FOR 3•ah ATLANTIC BEACH URBAN FARMS, LLC ROUGH Hem A1C. 4 1175 ATLANTIC BLVD. C1e`*e BUILDINGP ACES oR PLANT ST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 1.1 WWW.R000HBR0S.COM I —_ RB -212 DOUBLE SNAPLOCK [5212] mi 5A 60. X 21/4„ HEX HD. BOLT & NUT [2GB31 X225HH] d s t 0 z ARCH 14GA. STEEL GUTTER [ S010014] POLY ARCH 14GA. STEEL GUTTER SADDLE [S010214] 44 POST (REF. DWG 1.0 FOR POST INFORMATION 11/4" SQ. INTERMEDIATE BOW 1.315 DIA. GALV. BRACE W/ 3/8" DIA. HOLES 1/2" FROM EA. END [70491 ] I� DIA. GABLE BRACE - ELEV. SCALE: 3/4" = 1'-0" ont v i n �K "nor 1 PI -0010] rE #1) DOUBLE SNAPLOCK GABLE BOW IA GALV. BRACE W/ ,g" DIA. HOLES 1/2" FROM EA. END [70491 ] 5/16"X1"HEX HD. BOLT & NUT [2GB31 X100HH] ARCH 14GA. STEEL GUTTER [ S010014] DIA. GABLE BRACE SECTION SCALE: 6" = 1'-0" **NOTES** 1. PUSH DOWN UN11L FIRMLY SEATED & SNAPS INTO PLACE ALONG ENTIRE LENGTH OF WIRE LOCK BASE — OVERLAP WIRE 3" MIN. #12X1"HEX HD TEK SCREW [2GT12X1 OOHH] rim n4 n nni NMI c W"ki DIA. GABLE BRACE a POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) RB -212 DOUBLE SNAPLOCK [5212] 11/4" SQ. GABLE BOW E RB -212 OW DETAIL 1.2 SCALE: 6" = 1'-0" CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) WIGGLE WIRE BASE [ 5453] SCALE: 3/4" a ARCH 14GA. STEEL GUTTER [S010014] RB -212 DOUBLE - SNAPLOCK [5212] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 1.315 DIA. GALV. BRACE W/ y8" DIA. HOLES 1/2" FROM EA. END [70491 ] — -- — ARCH 14GA. STEEL GUTTER [S410014] DIA. GABLE BRACE - ISOMETRIC SCALE: 3/4" = 1'-6" CSA Y THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE IN7ELLEC7UAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BR07HBM INC. 3513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES 90 IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BR07H UM INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date GABLE BOW BRACING DETAILS 1. 2 -GREENHOUSE FOR 3. ATLANTIC BEACH URBAN FARMS, LLC i�JUC�I owl HEM SIC. I RB1619 4 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 wNE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 --- (513)242-0310 AS NOTED 10/27/2014 CBG 141010 1.2 WWW.ROUGHBROS.COM 7-1 XI D t 16'-0" T/0 POST T �w- Elk's U III iN T/0 GIRT( T 0 GIRT I I — — — I I II li II I I II it II I J D I l I I ISI I I I I ' 2.1 I I 1! II II II II II Til I) I T/O GIRT to I I I ISI I I I I I I ISI I I I I II !I II Til II II II it II I I T/0 GIRT — — — — — — — — — — to �I B I � II I II _I 2.1 I I I li it I I I I I i li it I I T/0 GIRT — i F:- 0"-0" 0'-0" ELEV. I � J 6'-6" 4,_7„ 4'-71" 6._6" 4'-71" 7'-101" (TYP.) 6'-0" X 7'-0" FULL 6'-0" X 7'-0" FULL GLASS VISTAWALL DOOR GLASS VISTAWALL DOOR 31'-6" 31'-6" 63'-0" B A NORTH GABLE ELEVATION 2.0 SCALE: 3/8" (12) 36" X 60" INLET SHUTTERS BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION 2" SQ. 15GA GALV. STEEL TUBE GIRTS WHITE CORRUGATED METAL GABLE PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 1/6" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) A Imo! 4 �a^ N� ! VS THE DRAWINGS AND DATA IN 'THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMA710N IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217, ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT +�. ;� r►< THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenonce No. By oats NORTH GABLE ELEVATION • �,�• � `� ",fes 1. ��•_•� 2• GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS LLC 4• 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST E_NGINEER_l_NG NOTE: PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 ENGINEER'S SEAL APPLIES TO DESIGN OF By Cate 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO SHEET NO. STRUCTURAL COMPONENTS ONLY CINCINNAT!, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 2.0 WWW.ROWQMOS.COM C C4 a e F 5 J 0 0 t a i z 2 2.1 r 1 /3 2.1 11/4" SQ. 14ga GALV. STEEL VENT BOW 2" SQ. 15ga GALV. ' STEEL GABLE BOW I 4 YEAR 6MUL. CLEAR DIFFUSED ROOF POLYETHYLENE FILM 31'-6" 63'-0" A B KT*4� SOUTH GABLE ELEVATION 2.01 SCALE: 3/8" 31'-6" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY r— 8MM CLEAR POLYCARBONATE GABLE PANEL 2" SQ. 15GA GALV. STEEL TUBE GIRTS 8MM DOUBLE H—SPLICE [ 5171) (4) 52" FUNNEL FLOW EXHAUST FAN 1A6" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) C 4.r�► �s CIO THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS VATHOUT THE WRITTEN CONSENT OF ROUGH BROTHERrh INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date SOUTH GABLE ELEVATION 1. CBG /25/1 2.R01 gh GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC FQ" C� MI01% Me. 4• 1175 ATLANTIC BLVD. Mocked BUILDING oGREATEST NATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 4-16-14 APH 141010 2.01 WWW ROtJGHBROS.COM 1fi'-0" T/0 POST 0 I T/O GIRT w' T/O GIRT 0'-0" ELEV. 0 4 0 wl 0 1 •--0" C 2 tll II `� 3 2.1 II 00 t ` Y"A 2.3 f ' � 0 0 0 0 i IN AN ' f 1 1 f O i 1 i 4'-04" 3'-6" X 7'-0" 1 HR FIRE RATED CECO STEEL DOOR 7'-101. (TYP. } 31'-6" 5' HIGH X 10' WIDE VISION WINDOW 11/4" SQ. 14ga GALV. STEEL VENT BOW 2 SQ. 15ga GALV. I STEEL GABLE BOW t 4 YEAR 6MIL. CLEAR DIFFUSED 1 , , ROOF POLYETHYLENE FILM / 0 f 0 t ` 0 I 0 I 0 I 5' HIGH X 5' WIDE VISION WINDOW 31'-6" 63'-0" B NORTH GABLE PARTITION ELEVATION SCALE: 3/8" = 1'-0" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 6.-7" A 1'— 34" BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION 2" SQ. 15GA GALV. STEEL TUBE GIRTS (12) 36" X 60" INLET SHUTTERS 6'-0" X 7'-0" FULL GLASS VISTAWALL DOOR 044^ hl THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO BI CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH OR07HM INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date NORTH GABLE PARTITION ELEVATION 1. 2. GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC 4. 1175 ATLANTIC BLVD. Checked BUILDING PLACES rORPLAN SHE ST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 2.02 WWW.ROUGHBROS.COM �i� 161-0" T/O POST T/O FORMED UPPER RLI L ILIL I 0'-0" ELEV. 9 X41 z It V 04 COOLING PAD GIRT T/O FORMED LOWER COOLING PAD GIRT I. T/O GIRT i I T/O GHRT 1'-34" A q -,qq -qqq 1111,111kil�k _T•GIRT. •GIR _PIRT 9101111 - w L M'T 0 ft NNTW&T49 6�4ff4ffiffiC4 kTN404 I i bT,4 d !W4 0 M 0 KNOW. 6* -7" 11/4'* SQ. 14ga GALV. STEEL VENT BOW 2" SQ. 15go GALV. STEEL GABLE BOW II I II z II I II iii o (e -A II 2.3 II II L -AL -t -1 LLJL1L_1 LIL—ul I L I L I Lli 'A OVA 'hw1A IN 4 W 471 F! Q 40040 -40 - ME m�■�r _ u 6'-0" X 7'-0* FULL GLASS VISTAWALL DOOR 2'—O" 319-6" 5'-4" 1,_0" 10p-4" 5' HIGH X 5' ODE 5' HIGH X 10' WIDE VISION WINDOW VISION WINDOW 63'-0" B NORTH GABLE PARTITION ELEVATION SCALE.- 3/8 4#-5" 31'-6" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 4 YEAR 6MIL. CLEAR DIFFUSED ROOF POLYETHYLENE FILM k 4'-01" 70-104" (TYP.) C WHITE CORRUGATED METAL GABLE PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION FORMED 12GA. UPPER COOLING PAD GIRT 4t-0" HIGH X 63"-0" LONG EVAPORATIVE COOLING PAD FORMED 12GA. LOWER COOLING PAD GIRT 3'-6" X 7"-0" 1 H FIRE RATED CECO STEEL DOOR A67 DRAWINGS AND DATA IN 7H Pjr�OCU ACCEPTING PROPERTY AND CONFIDENTIAL WMATION IT CONTAINS ARE THE PROPERTY OF RMIGH BROTHERS. INC. 5513 VINE STREET. THEZ%45217. ANY T a 50 IN CONFIDENCE AND AGREES THAT IT SHALL NOT 13E DUPLICATED. IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT nONSMT OF ROUGH OR07HOM INC. 0 REVISIONS Total Greenhouse Service-, Design * Fabrication * Installation * Parts * Maintenance No. By Date SOUTH GABLE PARTITION ELEVATION 1. 2- GREENHOUSE FOR 3. ROUGH IIHEFA ATLANTIC BEACH URBAN FARMS, LLC 4. Mocked BUILDING ORP EATEST1175 ATLANTIC BLVD. PLACES ANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 06/25/2014 APH 141010 2.02 WWW.ROtJGHBROS.COM f � z ALUM. ANGLE 0 3/4" X 3/4" X 8" L G a. [50015-008] m 8mm STRUCTURED o x GLAZING PANEL N z [9PC08] w Z J 0 Q0 vw w 8mm DOUBLE 0 z H -SPLICE [5171 ] �- 0 d 00 #12X1"HEX HD TEK SCREW [2GT12X10OHH] 1/16" FORMED ALUMINUM 33/4" X 87/8" X 120" LG (AFR062-375887] (FIELD NOTCH AND CAULK AT GUTTER) 2"X4" 11 ga. GALV. STEEL TUBE GIRT NOTCHED ® POST #12 X 1" HEX HD TEK SCREW [2GT12X100HH] ALUM. 2" SQ. CLAMP - SINGLE [A233-2002] #12 X 1" HEX HD TEK SCREW [2GT12X100HH] CORNER POST (REF SHEET 1.01) 2" SQ. GALV. STEEL _ TUBE GIRT [7S200015G] Mr ii CORNER POST H -SPLICE AND GUTTER 5" owl CORNER SECTION 0 POLY ARCH (8mm) SCALE: 6" = 1'-0" CORNER SECTION 0 A—FRAME METAL PANEL SCALE: 6" = 1'-0" 3'-0" T 9j" "R" PANEL FASTENER PLACEMENT DETAIL 0 INTERMEDIATE SUPPORTS SCALE: 3" 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM 8MM DOUBLE H -SPLICE (6'-0" O.C.) FIELD CUT TO LENGTH FROM 24'-0" LENGTHS [5171 ] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] - 3" ROLLED INSU 12-14x11/4"L SELF -DRILLER H [FASTENER #3] CORRUGATED MI "PBR" PANEL B' 2" SQ. GALV STEEL TUBE GIRT [7S200015G] I I I i I --'� I 4SQ. POST (REF 1- I DWG 1.0 FOR POST I I INFORMATION) I GIRT SECTION 0 POLY ARCH (8mm SCALE: 6" = 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] 2" SQ. GALV STEEL TUBE GIRT [7S200015G] 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION 0 A—FRAME (METAL PANEL SCALE: 6" = 1'-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] 0 20" O.C. 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 1/2" x 3/32" TAPE SEALANT ® END LAP) (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY)so 6 SIDE LAP DETAIL 2.1 SCALE: 3" = 1'-0" 3'-0" 21 „ 2 „ 7” - � 5" � _ 7" 5" 7" ii ii T "R" PANEL FASTENER PLACEMENT DETAIL 0 PANEL ENDS SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/ 11/t" O.D. BOI WASHER [2W12B —1125] 0 18" 0 8MM STRU CTU RE GLAZING PANEL 1/16"X3"ALUM FLASHING [AL062-0300101 #10X3/4"PAN STAINLESS STEEL [2SSB10X075PH] RB -212 DOUBLE SN APLOCK [521'9' BOTTOM SEAL F( ASTRAGAL [5212 1A6"X3"ALUM FLASHING [AL062-030010: 2"SQ. 15GA ROC BOW X 3" GALV. H.H. BOLT & NU [2GB25X300HH] 1/4" X 13/4" GAL H.H. BOLT & NU [2GB25X175HH] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 2" SQ. GALV STEEL TUBE GIRT [7S200015G] INTERMEDIATE PANEL FASTENING DETAIL 0 POLY ARCH (8mm) SCALE: 6" = 1'-0" 1OGA GALV STEEL CLIP TO MOUNT CENTER ARCH GABLE POST (021019-FB07) rt- F7 i� rr lu —7u 4l 11 5A6" X 1" HEX HD. BOLT & NUT [2GB31 X100HH] 4" SQ GABLE POST (REF. DWG 1.02 FOR POST INFORMATION . 5A6" X 3" HEX HD. BOLT & NUT (FIELD DRILL) [2GB31 X300HH] 3 2" SQ. GABLE BOW GABLE POST SECTION AT APEX SCALE: 3" = 1'-0" #12 X 1" H.H GALV. TEK [2GT12X100HH] 3/16"X21/2"X2" ALUM. ANGLE CLIP [AC129--1502] GABLE POST REFER TO PAGE 1.01 FOR POST DETAILS GABLE POST CONNECTION TO GABLE BOW - SCALE. 3" = 1'-0" 2.1 C10 THE DRAWINGS AND DATA IN 'THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VN E STREET. CINCINNATI, OH 43217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By eat® GABLE SECTIONS AND DETAILS 1. 2— GREENHOUSE FOR 3. ROUGH eFiHe ATLANTIC BEACH URBAN FARMS, LLC RB19 4• 1175 ATLANTIC BLVD. Checked BUILDINGp ACES ORP ANTS T ATLANTIC BEACH FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED i 0/27/2014 -CBG � q-� Q� Q 2.'j WWW.R000HBROS.COM -.____- I I I METAL "R" PANEL TO START AT I CENTER OF POST ON SIDEWALL I 1 AND CENTER OF GUTTER ON G LE I I .NOTCHED TEFL CL I TUBE GIRT I 0 POST i ) I M CORRUGATED METAL I I ALUM. 2" SQ. C)j "PBR" PANEL BY 'MSCI' ( ( CLAMP - SINGLE w w/ 3" ROLLED INSULATION I [A233-2002] C'4 z (INSULATION NOT ( CORNER POST Z SHOWN FOR CLARITY) ( I (REF SHEET 1.01) j #12 X 1" HEX HD I I I TEK SCREW [2GT12X100HH] #12 X 1" HEX HD U 12-14 x 11/4" LONG -LIFE TEK SCREW 0 SELF -DRILLER w/ WASHER I [2GT12X100HH] �- [FASTENER #3] I , 1/8" ALUM. CLIP 2" X 2" X 2" LG. I{ � [AC135-2004 I - - - - 2" SQ. GALV. STEEL I z TUBE GIRT [7S200015G] <0 ten. W UJ -_Tr--------------- i Cr. m 0a 00 51/2" x 61/2" 1/2" 'Ilex 3/32" TAPE — — — — — — — — — — FORMED CORNER SEALANT BY 'MBCI' FLASHING BY 'MBCI' CORNER SECTION 0 A—FRAME METAL PANEL SCALE: 6" = 1'-0" 3'-0" T 9j" "R" PANEL FASTENER PLACEMENT DETAIL 0 INTERMEDIATE SUPPORTS SCALE: 3" 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM 8MM DOUBLE H -SPLICE (6'-0" O.C.) FIELD CUT TO LENGTH FROM 24'-0" LENGTHS [5171 ] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] - 3" ROLLED INSU 12-14x11/4"L SELF -DRILLER H [FASTENER #3] CORRUGATED MI "PBR" PANEL B' 2" SQ. GALV STEEL TUBE GIRT [7S200015G] I I I i I --'� I 4SQ. POST (REF 1- I DWG 1.0 FOR POST I I INFORMATION) I GIRT SECTION 0 POLY ARCH (8mm SCALE: 6" = 1'-0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] 2" SQ. GALV STEEL TUBE GIRT [7S200015G] 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION 0 A—FRAME (METAL PANEL SCALE: 6" = 1'-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] 0 20" O.C. 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 1/2" x 3/32" TAPE SEALANT ® END LAP) (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY)so 6 SIDE LAP DETAIL 2.1 SCALE: 3" = 1'-0" 3'-0" 21 „ 2 „ 7” - � 5" � _ 7" 5" 7" ii ii T "R" PANEL FASTENER PLACEMENT DETAIL 0 PANEL ENDS SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/ 11/t" O.D. BOI WASHER [2W12B —1125] 0 18" 0 8MM STRU CTU RE GLAZING PANEL 1/16"X3"ALUM FLASHING [AL062-0300101 #10X3/4"PAN STAINLESS STEEL [2SSB10X075PH] RB -212 DOUBLE SN APLOCK [521'9' BOTTOM SEAL F( ASTRAGAL [5212 1A6"X3"ALUM FLASHING [AL062-030010: 2"SQ. 15GA ROC BOW X 3" GALV. H.H. BOLT & NU [2GB25X300HH] 1/4" X 13/4" GAL H.H. BOLT & NU [2GB25X175HH] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 2" SQ. GALV STEEL TUBE GIRT [7S200015G] INTERMEDIATE PANEL FASTENING DETAIL 0 POLY ARCH (8mm) SCALE: 6" = 1'-0" 1OGA GALV STEEL CLIP TO MOUNT CENTER ARCH GABLE POST (021019-FB07) rt- F7 i� rr lu —7u 4l 11 5A6" X 1" HEX HD. BOLT & NUT [2GB31 X100HH] 4" SQ GABLE POST (REF. DWG 1.02 FOR POST INFORMATION . 5A6" X 3" HEX HD. BOLT & NUT (FIELD DRILL) [2GB31 X300HH] 3 2" SQ. GABLE BOW GABLE POST SECTION AT APEX SCALE: 3" = 1'-0" #12 X 1" H.H GALV. TEK [2GT12X100HH] 3/16"X21/2"X2" ALUM. ANGLE CLIP [AC129--1502] GABLE POST REFER TO PAGE 1.01 FOR POST DETAILS GABLE POST CONNECTION TO GABLE BOW - SCALE. 3" = 1'-0" 2.1 C10 THE DRAWINGS AND DATA IN 'THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VN E STREET. CINCINNATI, OH 43217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By eat® GABLE SECTIONS AND DETAILS 1. 2— GREENHOUSE FOR 3. ROUGH eFiHe ATLANTIC BEACH URBAN FARMS, LLC RB19 4• 1175 ATLANTIC BLVD. Checked BUILDINGp ACES ORP ANTS T ATLANTIC BEACH FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED i 0/27/2014 -CBG � q-� Q� Q 2.'j WWW.R000HBROS.COM 8MM STRUCTURED GLAZING PANEL ALUM 8MM DOUBLI H—SPLICE (6'-0" FIELD CUT TO LEN FROM 24'-0" LENI [ 5171 ] #12X1"HEX HD SCREW [2GT12X1Ot CONTINUOUS BEAD CAULK [1 PA--PNP- T (REF DWG 1.02 POST INFORMATION) X 11/2" CONT. 1/8" ALUM. _E X 288" LG W/ 17/64" HOLES ON 11/8" LEG O.C. (FIELD CUT) X 11/4" GALV. NAIL—IN RIVET 4" O.C. [ 2RI VET25X125] ( a l BASE ANGLE SECTION @ POLY ARCH (8mm SCALE: 6" = 1'-0" 8MM STRUCTURED GLAZING PANEL 11/8" X 11/2" CONT. 1/8" ALUM. #12 X 11/2" GALV. TEK ANGLE X 288" LG w/ 17/64" SCREW [2GT1 2X1 50HH] DIA. HOLES ON 11/8 LEG W/ 11/8" O.D. BONDED 24" O.C. (FIELD CUT) WASHER [2W12BOND —1125] 0 18" O.C. 1/4" X 11/4" GALV. NAIL—IN RIVET ® 24 O.C. [2RIVET25X125] CONTINUOUS BEAD OF NP1 CAULK [1 PA—Phil:'-1 ] INTERMEDIATE PANEL FASTENING DET IL �i1 0 BASE ANGLE 0 POLY ARCH (8mm 3" ROLLED INSULATION CORRUGATED METAL "PBR" PANEL BY 'MBCI' a 12-14 x 11/4" LONG—LIFE SELF—DRILLER W WASHER (FASTENER #3] e i� F 5 0 O tyi W I CONTINUOUS BEAD OF NP1 CAULK [1 PA—PNP-1 ] SCALE: 6 1,-0" POST (REF DWG 1.02 FOR POST INFORMATION) 11/8" X 11/2" CONT. 1/8" ALUM. ANGLE X 288" LG W►/ 17/64" DIA. HOLES ON 11/8" LEG 0 24" O.C. (FIELD CUT) 1/4" X 11/4" GALV. NAIL—IN RIVET ® 24" O.C. [2RIVET25X125] BASE ANGLE SECTION CSD A—FRAME (METAL PANEL SCALE: 6" = 1'-0" 3" ROLLED INSULATION CORRUGATED METAL "PBR" PANEL BY 'MBCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER . [FASTENER #3] CAULK AROUND WINDOW OPENING 31/4" X 13/4" X 5/8" HEADER TRIM BY 'MBCI' #12 x 1/2" HEX HD SMS SCREW 0 9" O.C. [2SSM12XO50HH] ALUM. GASKETED GLASS— GLAZING BAR CAP [5244] HORIZ. GASKETED GLASS - T—BAR [5242] TEMPERED GLASS GLAZING VERT. GASKETED GLASS— HOLLOW BAR [5241 ] POST (REF DWG + "" FOR POST INEOR 1/8" X 2" X 2" ANGLE CLIP X 1 LG. [AC135--1434 #12X1"H.H.11 (TYP. 4 PER CLII [2GT12X1 OOHH] HORIZ. GASKETEI T—BAR [5242] 5/32" TEMPERED GLASS ( I a 4 4 I I I [ 7S1 20015G] I Q POST (REF DWG 1.02 FOR POST INFORMATION) 11/8" X 11/2" CONT. 1/8" ALUM. ANGLE X 288" LG W►/ 17/64" DIA. HOLES ON 11/8" LEG 0 24" O.C. (FIELD CUT) 1/4" X 11/4" GALV. NAIL—IN RIVET ® 24" O.C. [2RIVET25X125] BASE ANGLE SECTION CSD A—FRAME (METAL PANEL SCALE: 6" = 1'-0" 3" ROLLED INSULATION CORRUGATED METAL "PBR" PANEL BY 'MBCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER . [FASTENER #3] CAULK AROUND WINDOW OPENING 31/4" X 13/4" X 5/8" HEADER TRIM BY 'MBCI' #12 x 1/2" HEX HD SMS SCREW 0 9" O.C. [2SSM12XO50HH] ALUM. GASKETED GLASS— GLAZING BAR CAP [5244] HORIZ. GASKETED GLASS - T—BAR [5242] TEMPERED GLASS GLAZING VERT. GASKETED GLASS— HOLLOW BAR [5241 ] POST (REF DWG + "" FOR POST INEOR 1/8" X 2" X 2" ANGLE CLIP X 1 LG. [AC135--1434 #12X1"H.H.11 (TYP. 4 PER CLII [2GT12X1 OOHH] HORIZ. GASKETEI T—BAR [5242] 5/32" TEMPERED GLASS GLASS T— BAR SECTION @ TOP OF VISION WINDOW SCALE: 6" = V-0" ALUM. GASKETED GLASS #12 x 1/2" HEX HD SMS SCREW GLAZING BAR CAP [5244] 0 9" O.C. [2SSM12X050HH] E HORIZONTAL BAR CONNECTION SECTION 0 4SQ POST SCALE: 6" = 1'-0" VERT. GASKETED GLASS HOLLOW BAR [ 5241 ] 11/2 x 1/8" ANGLE x 3/4" LG 1-0752] /2" H. H. ',REW .. _..._. GASKETED GLASS T—BAR [5242] T—BAR TO END BAR DETAIL SCALE: 6" = 1'-0" VERT. GASKETED GLASS ( I 2" SQ GALV STEEL TUBE GIRT I I I I [ 7S1 20015G] I I I I 12GA GALV STEEL CLIP I I 2" X 2" X 2" LG. j If I [SC12200200-2004] I I I [2SST08X050HH] I ALUMINUM CHANNEL I ( #12X1"HEX HD TEK I LUG [AC246-0871 ] r� I SCREW, (TYP. 4 PER I I i CLIP) [2GT12X100HH] I I POST ( REF DWG 1.01 FOR POST INFORMATION) `y I r � 1/8" X 2" X2"ALUM. I ANGLE CLIP X 17/16" � X 2" X 2" ALUM. I LG. [AC135-1434] L JAMB TRIM [FL -23] I LG. [AC135-1434] I I POST (REF DWG 1.01 I ( I FOR POST INFORMATION) #12 X 1" HEX HD TEK SCREW, (TYP. 4 PER I I I ALUMINUM CHANNEL I CLIP) [2GT1 2X1 OOHH] I I I LUG [AC246-0871 ] I I I I #8 x 1/2" HEX HD I I TEK SCREW I 12GA GALV STEEL CLIP . ( [2SST08XO50HH] GLASS T— BAR SECTION @ TOP OF VISION WINDOW SCALE: 6" = V-0" ALUM. GASKETED GLASS #12 x 1/2" HEX HD SMS SCREW GLAZING BAR CAP [5244] 0 9" O.C. [2SSM12X050HH] E HORIZONTAL BAR CONNECTION SECTION 0 4SQ POST SCALE: 6" = 1'-0" VERT. GASKETED GLASS HOLLOW BAR [ 5241 ] 11/2 x 1/8" ANGLE x 3/4" LG 1-0752] /2" H. H. ',REW .. _..._. GASKETED GLASS T—BAR [5242] T—BAR TO END BAR DETAIL SCALE: 6" = 1'-0" VERT. GASKETED GLASS HOLLOW BAR [5241 ] TEMPERED GLASS I I GLAZING I #8x1/2"HEX HD HORIZ. GASKETED GLASS j I TEK SCREW T—BAR [5242] I I I [2SST08X050HH] I ALUMINUM CHANNEL ALUM. GASKETED GLASS ( I LUG [AC246-0871 ] GLAZING BAR CAP [5244] i I I #12 x 1/2" HEX HD I I I POST ( REF DWG 1.01 FOR POST INFORMATION) SMS SCREW 0 9" O.C. r 2SSM12XO50HH o CAULK AROUND � X 2" X 2" ALUM. WINDOW OPENING `-= 7 " I ANGLE CLIP X 1/16 JAMB TRIM [FL -23] I LG. [AC135-1434] BY 'MBCI' �. "PBR" PANEL OUTSIDEI STRIP #12 X 1" HEX HD TEK SCREW, (TYP. 4 PER CLOSURE "x3 " I CLIP) [2GT1 2X1 OOHH] [HW -456] W/ /2/32 1 I I TAPE SEALANT I I [ HW -507], BY 'MBCI' ( I 12GA GALV STEEL CLIP . I I I 2" X 2" X 2" LG. 12-14 x 11/4" i .� I .. ( [SC12200200-2004] LONG—LIFE SELF— I I DRILLER w/ WASHER I I i [FASTENER #3] I 2" SQ GALV I I STEEL TUBE GIRT CORRUGATED I I I [7S120015G] METAL "PBR" PANEL BY 'MBCI' 3" ROLLED INSULATION D GLASS T—BAR SECTION 0 BASE OF VISION WINDOW 2.2 SCALE: 6" = 1'-0" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY O��A ' IC4".0 THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date -GABLE SECTIONS AND DETAILS 1. 2.RMtS GREENHOUSE FOR 3•ATLANTIC BEACH URBAN FARMS, LLC 4. �"� amHMM. BUILDING THE GREATEST 1175 ATLANTIC BLVD . Checked PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Oota 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 141010 �� 01 O �• 513)242-0310 AS NOTED 10/27/2014 CBG WWW.ROtJGHBROS.COM A z 11/fg" X 11/2" CONT. 1/8" ALUM. ANGLE X 288" LG W/ 17/64" DIA. HOLES ON 11/8" LEG 24" O.C. (FIELD CUT) CONTINUOUS BEAD OF NP1 CAULK [1 PA—PNP-1 ] #12 X1" HEX HD TEK SCREW 0 24" O.C. [2GT12X100HH] 1/16" ALUM 8" WIDE FLAT PLATE FOR TOP COOLING PAD FLASHING 36" X 60" INLET SHUTTER (SEE DWG 7.2 FOR INSTALLATION) ALUM. 2" SQ CLAMP — SINGLE [A233-2002] 2" SO GALV STEEL TUBE GIRT [7S120015G] — (2) RUNS FOR INLET SHUTTERS 12X1"HEX HD TEK SCREW, (TYP. 2 PER CLAMP) [2GT12X100HH] FORMED 'A6" ALUM BOTTOM COOLING PAD FLASHING #12X1"HEX HD TEK SCREW, 0 24" O.C. IN TOP AND BOTTOM LEGS OF FLASHING [2GT12X100HH] POST (REF DWG 1.01 FOR POST IWORMATION) 3" ROLLED INSULATION CORRUGATED METAL "PBR" PANEL BY 'MSCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER [FASTENER #3] 1.315"0 JOIST STRIN (SEE 4.0 AND 4.2 F INFORMATION) FORMED 12GA UPPER COOLING PAD GIRT ATTACHED TO POST W/ #12 X 1" HEX HD TEK SCREW [2GT12X100HH] 4'-0" TALL EVAPORA VE COOLING PAD SYSTE FORMED 12GA LOWER COOLING PAD GIRT ATTACHED TO POST W/ #12 X 1" HEX HD TEK SCREW [2GT12X100HH] COOLING PAD SUPPORT BRACKETS BY PAD SUPPLIER ATTACHED TO GIRT W/ (2) #12 X 1" HEX HD TEK SCREWS [2GT12X100 H] JAMB TRIM [FL -23] BY 'MBCI' "PBR" PANEL OUTSIDE CLOSURE STRIP [HW -456] W/ 1/2"x3/32" TAPE SEALANT [HW -507], BY 'MBCI' 12-14 x 11/4" LONG—LIFE SELF— DRILLER w/ WASHER [FASTENER #3] CORRUGATED METAL "PBR" PANEL BY 'MBCI' 3" ROLLED INSULATION COOLING PAD W INLET SHUTTERS SECTION SCALE: 3" = 1'-0" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY IIS® C4$" C10 10k THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFlDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 48217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No.By Date GABLE SECTIONS AND DETAILS 1. 2.RBI t1h GREENHOUSE FOR d4. ROLX3H u0 m INC. ATLANTIC BEACH URBAN FARMS, LLC 1175 ATLANTIC BLVD. Mocked SUPLACES FOR ILDING THE PLAN SST ATLANTIC BEACH, FLORIDA 32233 By Dote 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 110/27/20141 CBG 141010 2.3 WWW.ROtJGHBROS.COM 8'-0" X 10'-0" INSULATED STEEL OVERHEAD DOOR WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 16'-0" T/0 POST N I I ) i T/0 GIRT I I I N I{ ih T/0 GIRT I 04° I I i i T/0 GIRT ( I r goo I N r� T/0 GIRT I 1! ek 0'-0" ELEV. IV 1'-11" Ift,T] ®/f 8'-2" 12'-0" (TYP.) BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION 1.1315"0 SIDEWALL BRACE 2" SQ. 15go RIDGE 4 YEAR 6MIL. CLEAR DIFFUSED ROOF POLYETHYLENE FILM 132'-0" Al A21 2 3 4 5 T'� WEST SIDEWALL ELEVATION 6 7 8 9 10 ROOF PANEL W/ ROLLED 3.0 I1 II II I! I! !I II II I! II II II II II II II II '� II li 11 II II II H 11 II I! II II II 11 II II II II it II 11 II II fl II II WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED II I II I E I! II II II it II ll II it II II II II II (I II II II II II II II II II II II I! if I( IIII II II II II II II II II II II II II II II II II II II CONCRETE PAD 16'-0" T/0 POST I I I 3'11=T II II II II II ll II II II II II II II II =TI=Tl,, 4 YEAR 6MIL. CLEAR DIFFUSED 2" SQ. 15go RIDGE POLY ARCH ROOF VENT � — I'if II II II II 11 II it it II II 11 II II II II II II I! II II II II I! I ' 04° ROOF POLYETHYLENE FILM B (SEE DWG. 5.1) C I I I T/0 I GIRT M 1.03 3.1 \ / ---- -- __ O B DOUBLE sNAPLocK [5212] // % 3.1 _— —_ 4:01 II II II I( II II II II II II it —_—_ ____ _=_v — A O % // II II II II II II II II II !I II it II II II II II II OPPII I 3.1 II N II II II II I! II II II II II 11 II II II E rF % // % II II it II ll II II I( II II !I II fl {I 3.1 % \ II — II II II Ii II II II II li II II it II „3'-6" X 7'-0" CECO 4'-0 „ " 4'-1 4" 3'-6" X 7'-0" CECO STEEL DOOR —6 31-0 STEEL OOR 8 V-0" X 7'-0" FULL GLASS VISTAWALL DOOR 132'-0" Al A21 2 3 4 5 T'� WEST SIDEWALL ELEVATION 6 7 8 9 10 12'-0" (TYP.) 132'-0" 10 9 8 7 6 5 4 3 2 �e� EAST SIDEWALL ELEVATION 3.0 SCALE: 3/j g" = 1'_p" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY DOUBLE SNAPLOCK [5212] 8MM DOUBLE H—SPLICE [5171 ] 2"x4" 11 ga GALV. STEEL TUBE GIRT (4) RUNS 8MM CLEAR POLYCARBONATE 1/16" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED 3.0 SCALE: 3A 6" = 1'-0" WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 16'-0" T/0 POST I I N II T/0 GIRT 4 YEAR 6MIL. CLEAR DIFFUSED 2" SQ. 15go RIDGE POLY ARCH ROOF VENT 1.1315"0 SIDEWALL BRACE I I ' 04° ROOF POLYETHYLENE FILM GIRT (SEE DWG. 5.1) N I I I T/0 I GIRT M 0'-0" ELEV. DOUBLE sNAPLocK [5212] AMR Y _— —_ II II II I( II II II II II II it II II II II II II II II II II II II II !I II it II II II II II II OPPII I II N II II II II I! II II II II II 11 II II II E II II it II ll II II I( II II !I II fl {I 3.1 II (I II II II II II — II II II Ii II II II II li II II it II II II II II it II it II {I 11 II II II I, .� II II r.rrrrf rr D I 8MM DOUBLE H—SPLICE [5171 ] C \3.1 -- ------ —_ 3.1 2x4 11 ga GALV. STEEL — — — — — — — _ TUBE GIRT (4) RUNS A 3.1 8MM CLEAR POLYCARBONATE � I __-- ---- ---- -- — -- — — ____ ____ _—_— ____ — --_— % \\ OPP F $ 1/6 FORMED ALUMINUM � _ � % \ 3.1 I NOTCH AND CAULK \(FIELD AT GUTTER) ! 12'-0" (TYP.) 132'-0" 10 9 8 7 6 5 4 3 2 �e� EAST SIDEWALL ELEVATION 3.0 SCALE: 3/j g" = 1'_p" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY DOUBLE SNAPLOCK [5212] 8MM DOUBLE H—SPLICE [5171 ] 2"x4" 11 ga GALV. STEEL TUBE GIRT (4) RUNS 8MM CLEAR POLYCARBONATE 1/16" FORMED ALUMINUM (FIELD NOTCH AND CAULK AT GUTTER) BRONZE CORRUGATED METAL ROOF PANEL W/ ROLLED INSULATION WHITE CORRUGATED METAL SIDEWALL PANEL W/ ROLLED INSULATION TO EXTEND TO CONCRETE PAD 16'-0" T/0 POST I I N II T/0 GIRT I I moo N II T/0 GIRT I I ' 04° II T/0 I GIRT N I I I T/0 I GIRT M 0'-0" ELEV. �Q A2 Al THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 4W7. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPUCATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date I!, SIDEWALL ELEVATIONS 2. GREENHOUSE FOR 3•ATLANTIC BEACH URBAN FARMS, LLC F�QUQH BFB ll HEFT 4.pVC. . 1175 ATLANTIC BLVD... C' � BUILDING PLACES TFORHE PLAN SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 3.0 WWW.ROIJGHBROS.COM t r d ALUM. 2 SQ r CLAMP - SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL I I I I ALUM 8MM DOUBLE I I H -SPLICE (6'--0" O.C.) - FIELD CUT TO LENGTH I - FROM 24'-0" LENGTHS I I 2"X4" 11go. GALV STEEL [5171 ] I II I TUBE GIRT NOTCHED II I AT POST -=� 1'441- r 4SQ. POST (REF { DWG 1.0 FOR POST #12 X 1" HEX HD 1 I INFORMATION) GALV TEK SCREW I I [2GT12X100HH] X1O 3" ROLLED I N SU 12-14x11/4"L SELF -DRILLER vl [FASTENER #3] CORRUGATED MI "PBR" PANEL B' to � GIRT -SECTION 0 POLY ARCH 8mm SCALE: 6" = 1'--0" ALUM. 2" SQ CLAMP - SINGLE [A233-2002] #12X1"HEX HD GALV TEK SCREW [2GT12X100HH] 2"X4" 11 ga. GALV STEEL TUBE GIRT NOTCHED AT POST 4SQ. POST (REF DWG 1.0 FOR POST INFORMATION) GIRT SECTION 0 A—FRAME (METAL PANEL SCALE: 6" = 1'- 0" 3'-0" 1'-0" 1'-0" 94" I "R" PANEL FASTENER PLACEMENT DETAIL 0 INTERMEDIATE SUPPORTS SCALE: 3" = 1'-0" 3'-0" 2;" , 7" 5" -�- -- 7" 5" 7" 2" 3 "R" PANEL FASTENER PLACEMENT DETAIL 0 PANEL ENDS 3.1 SCALE: 3" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [FASTENER #4] 0 20" O.C. —1/2" x 3132" TAPE SEALANT (CONTINUOUS 1/2" x 3/32 TAPE SEALANT ® END LAP) (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY) 4 SIDE LAP DETAIL 3.1 SCALE: 3" = 1'-0" #12 X 11/2" GALV. TEK SCREW [2GT12X1 W/ 11/8" 0. D. 801 WASHER [ 2W12B+ -1125] ® 18" 0 8MM STRUCTURE GLAZING PANEL 6A2 GALV. STEEL GUTTER [S0900] 6A2 GALV. STEEL GUTTER SADDLE [SO902] 4" SQ CAST ALUh POST TOP [1 CA-( ALUM. DRIP GUTTI POST (REF. DWG FOR POST INFORh 2"X4" 11 ga. GALV STEEL TUBE GIRT NOTCHED AT POST INTERMEDIATE PANEL FASTENING nFTAIL 0 POLY ARCH (8mm) SCALE: 6" = V-0" 1 ALUM ANGLE, - 1 1 NGLE,- 11 to X 11/2" X 17/3" LG. (GL TTER CLOSURE) (SE E NOTE #2) #1 C X 3/4" HEX HD TEK SCREW [2 ST1OX075HH-3] #12 x 1" TEK SCREW, 24" O.C. (AT GUTTER SPLICE INSTALL 6" EITHER SIDE OF POST) 'A6" FORMED ALUM. CLOSURE FLASHING, 3/4"x13/"x3/4" (SEE NOTE #2) #14 x 7/8" LONG -LIFE LAP TEK W/ WASHER, SUPPLIED BY "MBCI" "PBR" PANEL OUTSIDE CLOSURE STRIP [HW -456] w/ 112" x 3/32" TAPE SEALENT [HW -507], BY 'MBCI' (8) 5A6" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) (SEE NOTE #1) CORRUGATED METAL "PBR" PANEL, BY 'MBCI' 1/2" X 5" HEX HD BOLT & NUT [2GB5OX500HH] GUTTER SECTION 0 A—FRAME (METAL PANEL SCALE: 6" = 1'-0" 6A2 GALV. STEEL GUTTER SADDLE [S09021 6/12 GALV. STEEL GUTTER [S0900] L 47 1/8" ALUM ANGLE, 11/8" X 11/2" X 17/8" LG. (GUTTER CLOSURE) ARCH GALV. STEEL GUTTER [S0100] USE G.E. SILGLAZE II 1201 SEALANT [1 PA- P120100CLCT] 0 I I IN THIS AREA TO FILL ANY VOIDS TO MAKE GUTTERS (( WATER TIGHT ;t I 1 1iU I i I 4" SQ CAST ALUM. --,/I i VALUM. DRIP GUTTER I I ( GUTTER POST TOP ( I [5019] I I [ 1 CA- 0071 F] I I ( I I POST (REF. DWG 1.01 FOR POST INFORMATION) GUTTER TRANISTION SECTION 0 A—FRAME TO POLY ARCH SCALE: 3" = 1'-0" **NOTES** 1. PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. 2. SET EXTRUSION IN CONTINUOUS BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA-P120100CLCT] 3. FIELD CUT DOUBLE AND SINGLE H -SPLICE AS REQUIRED FROM 24'-0" LENGTHS SUPPLIED. ARCH GALV. STEEL GUTTER [ SO100] ARCH GALV. STEEL GUTTER SADDLE [SO102] 4" SQ CAST ALUM. POST TOP [1 CA -0( ALUM. DRIP GUTTEF POST (REF. DWG 1. FOR POST INFORM #12 X 1" HEX HD TEK SCREW [2GT12X100HH] 12" 0. C. ALUM. SINGLE H -SPLICE [5203] (SEE NOTE #2 & #3) (8) 59W x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) (SEE NOTE #1) 1/2" X 5" HEX HD BOLT & NUT [2GB50X500HH] (;IITTFR SECTION 0 POLY ARCH (8mm) SCALE: 6" = 1'-0" i i 2" SQ. GALV. STEEL TUBE GIRT [7S200015GJ I � GUTTER POST (REF SHEET 1.01) 2"X4" 11ga. GALV. STEEL- TUBE TEEL TUBE GIRT NOTCHED I • POST I, 1A 6" FLAT ALUMINUM PLATE 6" WIDE, 120" LG [AL062-060012000] 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] CORRUGATED METAL "PBR" PANEL, BY 'MBCI' W/3" ROLLED INSULATION (INSULATION NOT SHOWN FOR CLARITY) ALUM. 2" SQ. CLAMP - SINGLE [A233-2002] 1/2" X 3/32" TAPE SEALANT 5" x 7" FORMED CORNER FLASHING TO BE NOTCHED AT GIRT AND SANDWICHED BETWEEN GIRT AND H -SPLICE METAL "R" PANEL �-- 8mm STRUCTURED W/ 3" ROLLED INSULATION GLAZING PANEL [9PC08] (INSULATION. NOT SHOWN FOR CLARITY) 8mm DOUBLE H -SPLICE [5171 ] - SET IN SILICONE 12-14 x 11/4" LONG -LIFE #12 X 1" HEX HD SELF -DRILLER W/ WASHER TEK SCREW [FASTENER #3] GUTTER POST [2GT12X1OOHH] 12'-0" 12'-0" TO CENTERLINE NEXT GUTTER POST TO CENTERLINE NEXT GUTTER POST F TRANSITION SECTION 0 METAL PANEL TO 8mm_ 09-31, yd ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY SCALE: 6" = 1'—o" C� *1 01.* THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5813 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN COWDENC E AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH OR07HOM INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date SIDEWALL SECTIONS AND DETAILS 1. 2•RM01 GREENHOUSE FOR 3. ATLANTIC BEACH URBAN FARMS, LLC R�O11G11ri BF"TF�, HA+1C. 4• 1175 ATLANTIC BLVD. Checked BUILDING PLACES THE GREAT T ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 3.1 WWW.ROuGHBROS.COM _ t p 2" SQ. 15ga HALF #12x 1" H.H. ROOF BOW w/ TEK SCREW (1) SWEDGED END _ _ [2GT12X10OHH] / 11/4" SQ. 15go ROOFBOW w/ 2" SQ. TUBE 15go 3/8X 2/2 " 1 " GALV. SWEDGED END PURLIN [7S200015] H.H. BOLT [2GB37X250] i� ALUM. 2" SQ. TUBE CLAMP- SINGLE` 1.315"0 14go [A233-2002] BRACE 7R131514G C J �► .2 PURLIN BRACE DETAIL rA L 4.0 SCALE: 1 1/2" = 1'-0" / C 4.0 w� r - 7'-61" D 4.0 6'-04" 1.315"0 14go - BRACE [7R3151414G] 10'-71" STRUT CONNECTION �E� 0 JOIST (FRONT VIEWI 4.0 SCALE: 3" = i'-0" z 2" SQ. 15go BRACE [7S200015] 1.315"0 14go BRACT [7R131514G] 3/8"x 3" H.H. MACH BOLT [2GB37X300H1 2" 12go U-BRACKE [S0491 ] 2" SQ. 15go BRACE [ 7S2000015] 31'-6" JOIST ASSM. A" 6'-3" G- 4.0 rF 2" SQ. 15go APEX / BOW W/(2) SWEDGED FNnq 2" SQ. 15go DIA. - BRACE [7S200015] (2)#12x1"HH H - 2 SQ. 15ga APEX BOW ` TEK SCREW 4.0 w/ (2) SWEDGED ENDS i [2GT12X100HH] 2" SQ. 15go HALF ROOF BOW APEX & BOW CONNECTION J 4.0 A.G1 SCALE: 1 1/2" = 1'-0" E 4.0 7'-104 i 7'-101" (4) 1.315"0 14go STRINGER [7R1 31514G] 6'-3" 31'-5" TRUSS BOW BRACING 1/2" x 51/2" HEX HD 1. D. # LENGTH/ TYPE QTY. B in 2 © 977/8" 1.315"0 u 0 10511A6" 1.315"0 2 O. SCREW [2GT12X100HH] — O 11/4" SQ. 14GA OR ' TOP CHORD 30MM SQ 1.5 MM kre T, *7M-----...,,� [7C51 B] F- � BOLT 0 VENT BOW 4 HOLE 4" END PLATE (4) HOLE :I FOR 4" SQ Q W POST POST 3% x 3" GALV. H.H. 1/4" ALUM.. SPACER /4 "CiQ \ \ MACHINE BOLT — ---- ---- 2" SQ. 15go APEX O 2SQ 15GA OR 50x5Ox2 2SQ 15GA OR 50x5Ox2 BOTTOM CHORD BOTTOM CHORD [7S20000158-3735] [7S20000158-3735] 2" SQ. 15ga TUBE 3/"x 3" H.H. MACHINE 1/2"x51/2"HEX HD 0 7'-61" D 4.0 6'-04" 1.315"0 14go - BRACE [7R3151414G] 10'-71" STRUT CONNECTION �E� 0 JOIST (FRONT VIEWI 4.0 SCALE: 3" = i'-0" z 2" SQ. 15go BRACE [7S200015] 1.315"0 14go BRACT [7R131514G] 3/8"x 3" H.H. MACH BOLT [2GB37X300H1 2" 12go U-BRACKE [S0491 ] 2" SQ. 15go BRACE [ 7S2000015] 31'-6" JOIST ASSM. A" 6'-3" G- 4.0 rF 2" SQ. 15go APEX / BOW W/(2) SWEDGED FNnq 2" SQ. 15go DIA. - BRACE [7S200015] (2)#12x1"HH H - 2 SQ. 15ga APEX BOW ` TEK SCREW 4.0 w/ (2) SWEDGED ENDS i [2GT12X100HH] 2" SQ. 15go HALF ROOF BOW APEX & BOW CONNECTION J 4.0 A.G1 SCALE: 1 1/2" = 1'-0" E 4.0 7'-104 i 7'-101" (4) 1.315"0 14go STRINGER [7R1 31514G] 6'-3" 31'-5" TRUSS BOW BRACING 1/2" x 51/2" HEX HD 1. D. # LENGTH/ TYPE QTY. 0 1,341/4" 2" SQ. 15GA 2 © 977/8" 1.315"0 2 [2GB50X550HH] 10511A6" 1.315"0 2 NOTE: QUANTITIES SHOWN ARE PER BOW CSD TRUSS A TRUSS SECTION 4.0 SCALE: 3/8" = 1'-0" STRUT CONNECTION B 0 JOIST SECTION VIEW 4.0 SCALE: 3" = 1'-0" 2" SQ. TUBE C [A233-2002] 11/4" SQ. 14go VENT BOW 2" SQ. 14go ROOF APEX BOW WA �r p 6'-3" n 2" SQ. TUBE 15 go PURLIN 10'-94" 7'-1 6'-41" ALUM. 2" SQ. TUBE - CLAMP [A233-2002] 2" SQ. 14ga ROOF APEX BOW 3/8"x 3" GALV. H.H. MACHINE BOLT 12go RIDGE GUSSET 11/4" SQ. 14go I A 1 #12 x 1 " H. H. TEK VENT BOW V SCREW [2GT12X100HH] 1/4"ALUM. SPACER 2" SQ. STEEL TUBE 1" SQ. w/ CENTERED RIDGE [7S200015] 7 6"+� HOLE ASP250-10010043 C J F RIDGE SECTION TOP VIEW)_ 4.0 SCALE: 3" = 1'-0" 5/16"x 1" GALV H.H. - BOLT w/ LEAD & GALV. WASHERS 4"x 4" CAST POST TOP [1 CA -0071 ] 31'-6" JOIST ASSEMBLY (2"x4" 14go TOP CHORD w/2"SQ. 15a 1/�"x5"GALV. H.H.- BOTTOM CHORD) BOLT [2G850X500HH] .AM 1/2" x 51/2" HEX HD 2X4 14GA OR 50x100x2 2" SQ. 15go RIDGE 2" SQ. TUBE CLAMP GALV. BOLT & NUT TOP CHORD [7C51 B] --- [A233-2002] [2GB50X550HH] #12 x 1" H.H. TEK SCREW [2GT12X100HH] — 2X4 14GA OR 50x100x2 11/4" SQ. 14GA OR ' TOP CHORD 30MM SQ 1.5 MM kre T, *7M-----...,,� [7C51 B] TUBE STRUT � BOLT 0 VENT BOW 4 HOLE 4" END PLATE (4) HOLE :I FOR 4" SQ Q FOR 4" SQ POST POST 3% x 3" GALV. H.H. 1/4" ALUM.. SPACER /4 l�U \ \ MACHINE BOLT — ---- ---- 2" SQ. 15go APEX O 2SQ 15GA OR 50x5Ox2 2SQ 15GA OR 50x5Ox2 BOTTOM CHORD BOTTOM CHORD [7S20000158-3735] [7S20000158-3735] 2" SQ. 15ga TUBE 3/"x 3" H.H. MACHINE 1/2"x51/2"HEX HD GALV. BOLT & NUT BOLT [2GB37X300HH] [2GB50X550HH] .AM 2" SQ. 15go RIDGE 2" SQ. TUBE CLAMP [A233-2002] #12 x 1" H.H. TEK SCREW [2GT12X100HH] — 11/4" 14go ROOF "" - i 5A 6"x 41/2" H.H. MACHINE kre T, *7M-----...,,� VENT BOW BOLT 0 VENT BOW - -- -' :I " ----- [2GB37X500HH] 7` �c 3% x 3" GALV. H.H. 1/4" ALUM.. SPACER /4 / \ \ MACHINE BOLT — ---- ---- 2" SQ. 15go APEX 12go RIDGE GUSSET BOW w/(2) SWEDGED ENDS \ 2" SQ. 15ga TUBE 3/"x 3" H.H. MACHINE BRACE BOLT [2GB37X300HH] G RIDGE SECTION FRONT VIEW) KH RIDGE SECTION R. SIDE VIEW 4.0 SCALE: 3" = 1'-0" 4.0 SCALE: 3" = V-0" DIFFUSED CLEAR 4YR6MIL POLYETHYLENE FILM WIRE LOCK INSERT [1 PI -0010] WIRE LOCK [ 5453] i 1 5/16"x 3" H.H. GALV. �`�`• BOLT & NUT [2GB31 X300HH] 2" SQ. 15go HALF ROOF BOW w/ (1) SWEDGED END POLY ARCH 12go. STEEL GUTTER [S0100] POLY ARCH 12go ( STEEL GUTTER SADDLE [S0102] z I PL— I I I I ( ALUM. DRIP I I GUTTER [5019] � I I I 4"x 6" 11 go I GUTTER POST GUTTER SECTION CSD 4"x 6" POST SCALE: 6" = 1'-0" 2X4 14GA OR 50x100x2 TOP CHORD [7C51B] — 11/4" SQ. 14GA OR 30MM SQ 1.5 MM TUBE STRUT HOLE FOR 4" SQ 4) POST 2SQ 15GA OR 50x5Ox2 BOTTOM CHORD [7S2000015B-3735] 1/2" x 51/2" HEX HD GALV. BOLT & N U T [2GB5OX550HH] JOIST CONNECTION 0 POST SCALE: 11/2 = i'-0" .FIs ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 044 C4"- THE DRAWINGS AND DATA IN IRIS DOCUMENT, AND THE INTEL ECIUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 ME STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE OUPUCATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By o°t® TRUSS SECTION AND DETAILS 1. 7 - GREENHOUSE FOR 3•qVC. ATLANTIC BEACH URBAN FARMS, LLC 4 1175 ATLANTIC BLVD. Chocked BUILDING ST By o°te PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG � q-1 Q 1 Q q-, O WWIIy.R000HBROS.COM t Vw Q rF� 2" SQ. 15go HALF #12x 1" H.H. ROOF BOW W/ TEK SCREW (1) SWEDGED END _ _ [2GT12X100HH] G 11/4" SQ. 15go 4.1 ROOFBOW W/ 2" SQ. TUBE 15go 3/8" X 21/2 GALV. SWEDGED END PURLIN [75200015] H.H. BOLT [2GB37X250] ALUM. 2" SQ. TUBE CLAMP- SINGLE 1.315"0 14ga'*-� [A233-2002] BRACE \ [7R131514G] �`�,►Ole KA--2PURLIN BRACE DETAIL , 4.1 SCALE: 1 1/2" = 1'-0" / /1 1 \ 1.315"0 14go / 2" SQ. 15go DIA. \ BRACE , BRACE [7S200015] [7R3151414G] / C \ , E \ / B \ 4.1 2" SQ. 15GA BOTTOM CHORD 1.315"0 14GA. [141010-INTBBC] GALV. STRINGER 2" SQ. TUBE CLAMP [A233-2002] 11/4" SQ. 14go VENT BOW 2 SQ. 14ga ROOF APEX / \ BOW V\ G RIDGE SECTION FRONT VIE 4.1 SCALE: 3" = 1'-0" --- 2" SQ. 15go RIDGE #12 x 1" H.H. TEK SCREW [2GT12X100 2" SQ. 15go APEX BOW W/(2) SWEDGED ENDS / ' (2)#12x1"HH 1 TEK SCREW 2 SQ. 15go APEX BOW � C2 ) W/(2) SWEDGED ENDS ..� a 2" SQ. 15go HALF ROOF BOW A.1 APEX & BOW CONNECTION \ 4.1 SCALE: 1 1/2" = 1'-0" ., INTERMEDIATE BOW BRACING 1. D. # LENGTH/ TYPE QTY. 0 129 5/8" 2" SQ. 15GA 2 © 92 1/8" 1.315"0 2 a 94 3A6" 1.315"0 2 NOTE: QUANTITIES SHOWN AIRE PER INTERMEDIATE BOW ASSEMBLY A TRUSS SECTION 4.1 1 SCALE: 3/8" = 19— " 2" SQ. TUBE CLAMP [A233-2002] 1 /4 14g0 ROOF 5/j 6"x 41/2" H.H. MACHIN' VENT BOW BOLT 0 VENT BOW t -3/8"x 3" GALV. H.H. [2GB37X500HH] MACHINE BOLT -12go RIDGE GUSSET - 2" SQ. 15go APEX ___- BOW W/(2) SWEDGED EN 2" SQ. 15go TUBE I BRACE 1 3/8% 3" H.H. MACHINE BOLT [2GB37X300HH] H RIDGE SECTION R. SIDE VIEW 4.1 J SCALE: 3" = 1'-0" ALU . 2" SQ. TUBE - CLAMP [A233-2002] 2"14go ROO Q-APEX BOW hK V2" SQ. TUBE / 15 go PURLIN 10'-5j" (TYP.) OF BOTTOM CHORD TO CENTER OF 1.315"0 STRINGER 5A 6"x 1" GAL) BOLT W/ LEAD GALV. WASHER 1/2" , x 3" GALb. n.n. BOLT [2GB50X300HH] STRUT CONNECTION 0 E BOTTOM CHORD FRONT VIE 4.1 SCALE: 3" = 1'-0" 3/8"x 3" GALV. H.H. MACHINE BOLT 12go RIDGE GUSSET 11/4' SQ. 14go -/ "'-#12 x 1" H.H. TEK VEN T BOW SCREW [2GT12X100HH] 1/4" ALUM. SPACER 2" SQ. STEEL TUBE 1" 'Q. W/ CENTERED RIDGE [7S200015] ZP"0 HOLE 250-10010043] r'F'*NN RIDGE SECTION (TOP VIEW 4.1 SCALE: 3" = 1'-0" GUSSET PLATE 0 GUTTER DETAIL SCALE: 6" = 1'-0" 1.315"0 14go BRACE (7R1 31514G] 3/8"x 3" H.H. MACHINE BOLT [2GB37X300HH] 2" 12gai U -BRACKET [141010-INTBUBR] 2" SQ. 15go BRACE ---- 7S2000015] 1/2"x 3" H.H. MACHINE BOLT [2GB50X300HH] 2" SQ. 15 GA BOTTOM CHORD [141010-INTBBC] STRUT CONNECTION 0 rB-* BOTTOM CHORD (SECTION VIEW SCALE: 3" = 1'-0" 5/ 6"x 3" H.H. GALV. BOLT & NUT [2GB31 X300HH] 2" SQ. 15go HALF ROOF BOW W/ (1) SWEDGED END POLY ARCH 12go. STEEL GUTTER (4) 1/2"x 3" H.H. GALV. [S0100] BOLT &NUT [2GB50X300HH] 12GA INTERMEDIATE BOW GUTTER ------ -------- ------- -------- GUSSET PLATE r 141010-INTBGTPL r I I ALUM. DRIP 1 GUTTER [5019] 2" SQ. 15go INTERMEDIATE BOW BOTTOM CHORD 12GA BOTTOM [141010-INTBBC] CHORD SPLICE [141010-INTBSPL] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY D BOTTOM CHORD SPLICE 4.1 SCALE: fi" = 1'-0" 40#6 70 - THE ORAVANGS AND DATA IN THIS DOCUMENT. AND THE INTELLWWAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET. CINCINNATI, OH 46217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS tAATHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date INTERMEDIATE BOW SECTION DETAILS 2- GREENHOUSE FOR 3•W&IIIIHIEFIA, ATLANTIC BEACH URBAN FARMS, LLC 4. FKXM 1175 ATLANTIC BLVD. Mocked BUILDING P AC F FOR SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 4.1 WWW.ROtJGHBROS.COM ce w F a Q z 1`- Lm GABLE POST (REF —J SHEET 1.01) I ! I l #12 X 1" HEX HD.— I TEK SCREW (TYP.) I 1.315 DIA. TUBE CLAMP [AO34-1003] #12 X 1" HEX HD. TEK SCREW (TYP.) 1.315 DIA. TUBE CLAMP r [A034-1003] I i I I I GABLE POST (REF SHEET 1.01) I I I I 2" SQ. TUBE CLAMP [A034-1002] ATTACHED TO GIRT & POST W/ I 2) #12 x 1" H.H. TEK SCREWS I I #12 X 1" HEX HD. I TEK SCREW (TYP.) I I 2"SQ. TUBE CROSS—TIE I [7G2000015G-2880] I I 1.315 DIA. GALV. TUBE I STRINGER [7R131514G] I I I 1 �' I 01 ON ,001' rr STRINGER CONNECTION A 0 GABLE END TOP VIEW 4.2 SCALE: 6" = 1'-0" 1.315 DIA. GALV. TUBE STRINGER [7R131514G] 2"SQ. TUBE CROSS—TIE [7G2000015G-2880] #12X1"HEX HD. TEK SCREW (TYP.) 2" SQ. TUBE CLAMP [AO34-1002] ATTACHED TO GIRT & POST W/ 2) #12 x 1" H.H. TEK SCREWS ""' X I HEX HD. SCREW (TYP-) 5 DIA. GALV. TUBE INGER [7R131514G] STRINGER CONNECTION B0 GABLE END (SIDE VIEW 4.2 SCALE: 6" = 1'-0" 15 DIA. TUBE CLAMP ►34-1003] Q. TUBE CROSS—TIE P2000015G-2880] 15 DIA. TUBE CLAMP )34-1003] !X1"HEX HD. SCREW (TYP-) W"SLE POST (REF SHEET 1.01) I � I � � I 12X1"HEX HD. � TEK SCREW (TYP.) I � Adftl I 1.315 DIA. TUBE CLAMP—/ j BOTTOM CHORD [A034-1003] � � I I 1.315 DIA. GALV. TUBE l STRINGER [7R131514G] � SCALE: 6" = 1'-0" **NOTES** STRINGERS ARE BE MOUNTED TO THE TOP OF THE BOTTOM CHORD (SEE DWG 4.1) #12 X 1" HEX HD. TEK SCREW (TYP.) ------ ----_------ II II ------- -- — ------ 1.315 DIA. TUBE CLAMP � � BOTTOM CHORD [A034-1003] I � 1.315 DIA. GALV. TUBE STRINGER [7R131514G] � I i STRINGER SPLICE AT BOTTOM CHORD SCALE: 6" = 1'-0" ,mets* " ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY O��A OA THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF RUM BROTHERS, INC. 5513 VINE STREET. CINCINNATI. OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES 30 IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS YMTHOUT THE WRITTEN CONSENT OF ROUGE BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * installation * Parts * Maintenance No. By Date STRINGER CONNECTIONS 1. 2. GREENHOUSE FOR 3.ATLANTIC BEACH URBAN FARMS, LLC . 4• RiRimRim- iIWC117.5 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By nate 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45297 (513)242-0310 As NOTED 10/27/2014 CBG 141010 4.2 WWW.ROUGHBRCS.COM E 4., 0M pio o ° o G OrH O 4.3 4.3 10'-9" 6A2 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [S0902] 0 4" SQ CAST ALUM. GUTTER POST TOP [1 CA -0071 F] 0 ALUM. DRIP GUTTER [5019] a SPECIAL 6"X4" EXTERIOR POST GUSSET FOR BOLTED TRUSS 2X4 T.C. & B.C. (ONE EA. SIDE) F GUTTER POST (REF -- SHEET 1.01) 1/2" 5" HEX HD BOLT & -- NUT [2GB50X500HH] z 07 D 4.3 O! 10'-0" 31'-6" A TRUSS ASSEMBLY 4.3 SCALE: 1/2" = 1'-0" TRUSS MEMBER SCHEDULE 2 ROOF BRACING PURLIN Z-PURLIN I.D. DESCRIPTIONS 1 O TS 2"x4" 14GA. BOLTED TOP CHORD W/.4 9 " HOLE EA. END, 2035A6" LG. ( ) /16 2 TS 2"X4" 14GA. W 4 9 " HOLE / ( ) /16 BOLTED BOTTOM CHORD EA. END, 1127/ " LG. 6 3 TS 2" SQ 15GA. W/2)9/16 " HOLE ( LONG DIA. TUBE EA. ENO, 1101/2" LG. 4 TS 2"X4" 14GA. W/ (4)9A6" HOLE BOTTOM CHORD TIE TUBE EA. END, 141" LG. 6A2 12GA. STEEL GUTTER [S0900] 6/12 12GA. STEEL GUTTER SADDLE [S0902] 0 4" SQ CAST ALUM. GUTTER POST TOP [1 CA -0071 F] 0 ALUM. DRIP GUTTER [5019] a SPECIAL 6"X4" EXTERIOR POST GUSSET FOR BOLTED TRUSS 2X4 T.C. & B.C. (ONE EA. SIDE) F GUTTER POST (REF -- SHEET 1.01) 1/2" 5" HEX HD BOLT & -- NUT [2GB50X500HH] z 07 D 4.3 O! 10'-0" 31'-6" A TRUSS ASSEMBLY 4.3 SCALE: 1/2" = 1'-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) I � I \ \ � .2x4 BOLTED TOP CHORD 00, (SEE TRUSS MEMBER O I SCHEDULE L -uH I ) II II II 0 0 I I 2x4 BOLTED BOTTOM CHORD I (SEE TRUSS MEMBER I SCHEDULE) I 0 o pi I i 2" SQ 15GA KNEE BRACE - I W/ (1) 9/16" HOLE EA. END I [7C1 001 I 0 -, 0_0 ow so saw I�� 0 E POST GUSSET DETAIL 4.3 SCALE: 3" = 1'-0" 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] X0,1" 0 0 ow 0 0 10'- 9" o] 1.315" DIA. 14GA STRINGER TUBE [7R131514G] MOUNTED TO TRUSS BOTOM CHORD W/1.315" ALUM PIPE STRAP [A034-1003] AND (3) #12 X 1" HEX HD TEK SCREWS PER STRAP [2GT12X100HH] FORMED STEEL TRUSS MEMBER SCHEDULE 2 ROOF BRACING PURLIN Z-PURLIN 3" = 1'-0" I.D. 3" = 1'-0" [S1260-6] DESCRIPTIONS O5 TS 2" SQ W 1 9 " / C) /1 s 15GA. KNEE BRACE TUBE H OLE EA. END, 54i 5/ 6" LG. 6 TS 2" HOLE SQ EA. 15GA. STRUT TUBE W/ (1)9/16 " END, 223 " LG. /16 7 TS 2" HOLE SQ EA. 15GA. STRUT TUBE W/0)%" END, 567/8 LG. $ O TS 2" HOLE SQ EA. 15GA. STRUT TUBE W/ (1)9A6" END, 441A6" LG. **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) I � I \ \ � .2x4 BOLTED TOP CHORD 00, (SEE TRUSS MEMBER O I SCHEDULE L -uH I ) II II II 0 0 I I 2x4 BOLTED BOTTOM CHORD I (SEE TRUSS MEMBER I SCHEDULE) I 0 o pi I i 2" SQ 15GA KNEE BRACE - I W/ (1) 9/16" HOLE EA. END I [7C1 001 I 0 -, 0_0 ow so saw I�� 0 E POST GUSSET DETAIL 4.3 SCALE: 3" = 1'-0" 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] X0,1" 0 0 ow 0 0 10'- 9" o] 1.315" DIA. 14GA STRINGER TUBE [7R131514G] MOUNTED TO TRUSS BOTOM CHORD W/1.315" ALUM PIPE STRAP [A034-1003] AND (3) #12 X 1" HEX HD TEK SCREWS PER STRAP [2GT12X100HH] FORMED STEEL BRACING 0 GUTTER 2 ROOF BRACING PURLIN Z-PURLIN 3" = 1'-0" 4.3 SCALE: 3" = 1'-0" [S1260-6] 3/g"x1"HEX HD STRUT/PURLIN BRACKET FOR BOLT & NUT BOLTED Z-PURLIN USS 2x4 [2GB37X100HH] TOP CHORD (ONE EA. SIDE) [S09Z424L/R] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER�. SCHEDULE) 00 1/2" x 3" HEX HD 0 BOLT & NUT �t h [2GB5OX300HH] O t 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END [7C1001] e TYP. PURLIN DETAIL 4.3 SCALE: 3" = 1'-0" vftft Iftft 0-0/ F POST GUSSE-T DETAIL 4.3 1 SCALE: 3" = 1'-0 09 SPECIAL 6"X4" INTERIOR POST GUSSET FOR BOLTED I TRUSS 2X4 T.C. & B.C. (ONE EA. SIDE) GUTTER POST (REF I SHEET 1.01) I I I I 1/2" 5" HEX HD BOLT & I NUT [2GB50X500HH] I I I I I �Nlvim�q_ 1A © �- I FORMED STEEL Z-PURLIN [S1260-6] STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 TOP CHORD (ONE EA. SIDE) CS09Z424L/R] 2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 2" SQ 15GA STRUT W/ (1) 9/16" HOLE EA. END (TYP.) [7C1001 ] GUTTERG[S0900]L 6/� 2 12GA. STEEL---.., GUTTER SADDLE [50902] 1.315" DIA. 14GA ROOF SWAY BRACING [70492 3/8" x 1" HEX HE BOLT & NUT [2GB37X100HH] GUTTER POST (RL. SHEET 1.0) (8) 5/16" x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) F 3/g"x1"HEX HD ] I BOLT & NUT [2GB37X100HH] I I I 12GA. STEEL ANGLE CLIP 21/2" x 2" ' W/17/32" DIA HOLE EA. LEG OFFSET I IN 2" LEG [SC1220025OA2002] I , I I I I 1/2" 5" HEX HD BOLT & NUT [2GB5oX500HH] FORMED STEEL Z-PURLIN [S1260-6] 12GA. STEEL ANGLE CLIP 2" x 2" W/25/64" DIA HOLE EA. LEG [ SC12200200-1502] \-1.315" DIA. 14GA ROOF SWAY BRACING [70492] 0 STRUT/PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS 2x4 0 TOP CHORD (ONE EA. SIDE) [S09Z424L/R] 1 ROOF BRACING 0 GUTTER 2 ROOF BRACING PURLIN 4.3 SCALE: 3" = 1'-0" 4.3 SCALE: 3" = 1'-0" .,7 71d T / f 3/g"x1"HEX HD BOLT & NUT [2GB37X100HH] GUSSET 2 TO 3 STRUT ADAPTOR [S0942-3] c l 2X4 (3) STRUT CONNECTION 4.3 SCALE: 3" = V-0" �- 2" SQ 15GA STRUT W/ (1 ) 9A6" HOLE EA. END " SQ 15 W/ [701001 ] 2GA STRUT 9A 6 " (1) HOLE EA. END [7C1001] 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] of O sow 2" SQ 15GA KNEE W/ (1) 9A6" HOLE [7C1001] G STRUT KNEE 4.3 SCALE: 3" = 1'-0" �-- 2" SQ 15GA. BOLTED BOTTOM CHORD [071008-FB2] KNEE/STRUT PLATE 12GA GUSSET FOR 2X4 BOTTOM CHORD [S09S444] BRACE EA. END BRACE 2X4 TRUSS APEX GUSSET BOLTED/WELDED [S09414] 3jg"x1"HEX HD BOLT & NUT [2GB37X100HH] 000l ^ n � i � L 'o" o\ 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE D APEX GUSSET DETAIL 4.3 SCALE: 3" = 1'-0" 2X4 BOTTOM CHORD/LONG DIAGONAL U -GUSSET 12GA. FORMED [S09434] 2" SQ 15GA. BOLTED LONG DIAGONAL TUBE [701002] 2X4 BOLTED BOTTOM RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45L&R) 12GA. STEEL ANGLE CLIP 2" x 2" W/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] , ` ` r 1.315" DIA. 14GA ROOF SWAY BRACING [70492] \,.-2x4 BOLTED TOP CHORD (SEE TRUSS MEMBER SCHEDULE) 2" SQ 15GA STRUT W/ (1 ) 9/16" HOLE EA. END [7C1001] CHORD TIE TUBE �- 2" SQ 15GA. BOLTED (SEE TRUSS MEMBER 10 LONG DIAGONAL TUBE SCHEDULE I [071008-FB03] Jop 1/2"x3"HEX HD BOLT & NUT [2GB5OX300HH] 2x4 BOLTED BOTTOM CHORD -J �--1 " U -STRUT GUSSET 12GA. /2 x 3HEX HD FORMED [SO9S40] (SEE TRUSS MEMBER BOLT & NUT SCHEDULE) [2GB5OX300HH] H DIAGONAL GUSSET STRUT 0 LONG DIA ONAL 4.3 SCALE: 3" = 1'-0" 4.3 SCALE: 3" = V-0" "A 4$". �y THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLEMAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VNE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTNIG THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Dat°31'-6" A -FRAME TRUSS DETAILS GREENHOUSE FOR 4. RO11 18�pTH S,,fNC. ATLANTIC BEACH URBAN FARMS, LLC 4. 1175, ATLANTIC BLVD. Checked BLITFGPASST PLACES RN ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513}242-0310 AS NOTED 10/27 j2014 CBG 141010 q-.3 WWW.ROl1GHBROS.COM GABLE TOP CHORD MEMBER SCHEDULE O/ FORMED STEEL 3/fg" x 1" HEX HD I.D. DESCRIPTIONS A TS 2"x4" 14GA. BOLTED GABLE TOP CHORD W(4)9A6" HOLE EA. END, 2035 / A6" LG. B TS 2"X4" PART 'A' 14GA. BOLTED GABLE TOP CHORD W/ 9A6" HOLE EA. END, 96" LG. C TS 2"X4" PART 'B' 14GA. BOLTED GABLE TOP CHORD W 9A6" HOLE EA. END, 973 " LG. / /� 6 /4 A z E 4.4 i H 4.4 311 (8) 5W 6" x 1" HEX HD BOLT & NUT W/LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) j SIM. D 4.3 rG �.4___jj A GABLE TOP CHORD 4.4 SCALE: 1/2" = 1'-0" F 4.4 r 7G 4.4 O/ FORMED STEEL 3/fg" x 1" HEX HD O 2x4 BOLTED GABLE 6A2 12GA. STEEL s GUTTER [ S0900] Y3 [S1260-6] I ( I [2GB37X100HH] BOLT & NUT I I I [2GB50X300HH] 0 12GA. GABLE TOP CHORD TO POST FORMED STEEL GUSSET - TOP CHORD TO EXTERIOR POST GUSSET - LH/RH POST LH/RH (1 EACH SIDE OF POST) ur Z-PURLIN 6A2 12GA. STEEL �- 0 EXTERIOR GUTTER SADDLE [S1260-6] [SO902] �S U II 2x4 BOLTED GABLE O II \ / RIDGE PURLIN BRACKET 4" SQ CAST ALUM. GUTTER F 5 POST TOP [1 CA -0071 F] ' [2GB37X100HH] ALUM. DRIP GUTTER [5019] s TRUSS - LH OR RH O \ III ( 1/2"x5"HEX HD [SO9Z45L&R] BOLT & NUT / \ 0 GABLE POST LH OR RH [2GB50X500HH] / �, \ I [141010-FB01 LH/RH] EXTERIOR 6X4 GUTTER ---' N rn POST (REF SHEET 1.01) z E 4.4 i H 4.4 311 (8) 5W 6" x 1" HEX HD BOLT & NUT W/LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) j SIM. D 4.3 rG �.4___jj A GABLE TOP CHORD 4.4 SCALE: 1/2" = 1'-0" F 4.4 r 7G 4.4 2X4 TOP CHORD TO GABLE POST APEX GUSSET [141010-FB02] 3/8"x1"HEX HD BOLT & NUT [2GB37X10OHH] r 1//"x3"HEX HD BOLT & NUT [2GB5OX300HH] I r B GABLE TOP CHORD #2 0 POLY ARCH GABLE 4.3 SCALE: 1/2" = 1'-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLAS11C TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. /0 O/ FORMED STEEL 3/fg" x 1" HEX HD O 2x4 BOLTED GABLE Z-PURLIN BOLT & NUT MEMBER SCHEDULE) I I [S1260-6] I ( I [2GB37X100HH] BOLT & NUT I I I [2GB50X300HH] 2X4 TOP CHORD TO GABLE I 12GA. GABLE TOP CHORD TO POST FORMED STEEL GUSSET - TOP CHORD TO EXTERIOR POST GUSSET - LH/RH POST LH/RH (1 EACH SIDE OF POST) Z-PURLIN GABLE TOP CHORD TO POST [141010-FB03LH/RH] O 0 EXTERIOR \, [S1260-6] II \ 3/g" x 1" HEX HD II 2x4 BOLTED GABLE O II \ / RIDGE PURLIN BRACKET BOLT & NUT TOP CHORD (SEE FOR BOLTED Z-PURLIN [2GB37X100HH] MEMBER SCHEDULE)/ III SPECIAL PURLIN BRACKET TRUSS - LH OR RH O \ III ( FOR BOLTED Z-PURLIN TRUSS [SO9Z45L&R] / \ 0 GABLE POST LH OR RH E / �, \ I [141010-FB01 LH/RH] 4.4 - - 2x4 BOLTED GABLE TOP CHORD (SEE /I I 1/2"x5"HEX HD � MEMBER SCHEDULE) � I �- / I I BOLT &NUT 2GB50X500HH [ ] 1/2" x 3" HEX HD 1/2" x 3" HEX HD I GABLE POST (REF BOLT & NUT BOLT & NUT SHEET 1.01) ' - - i [2GB5OX300HH] [2GB5OX300HH] GABLE TOP CHORD PURLIN DETAIL G TYP. GABLE TOP CHORD PURLIN DETAIL rH 0 POLY ARCH GABLE POST 4.4 SCALE: 3" = 1'-0" 4.4 SCALE: 3" = 1'-0" 2X4 TOP CHORD TO GABLE POST APEX GUSSET [141010-FB02] 3/8"x1"HEX HD BOLT & NUT [2GB37X10OHH] r 1//"x3"HEX HD BOLT & NUT [2GB5OX300HH] I r B GABLE TOP CHORD #2 0 POLY ARCH GABLE 4.3 SCALE: 1/2" = 1'-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLAS11C TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. /0 O/ I \ O 2x4 BOLTED GABLE r' II II OII \ TOP CHORD (SEE MEMBER SCHEDULE) I I 1/2"x3"HEX HD I BOLT & NUT I I I [2GB50X300HH] 12GA. GABLE TOP CHORD TO POST GUSSET - TOP CHORD TO EXTERIOR POST LH/RH (1 EACH SIDE OF POST) [141010-FB04LH/RH] GABLE TOP CHORD TO POST GUSSET DETAIL 0 EXTERIOR SCALE: 3" = 1'-0" () 5A 6" x 1" HEX HD BOLT & UT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN ALV. WASHER & GUTTER FOR H D 4.4 6A2 12GA. STEEL GUTTER [S0900] ""-6/12 12GA. STEEL GUTTER SADDLE [ S0902] 4" SQ CAST ALUM. GUTTER 2x4 BOLTED GABLE POST TOP [1 CA -0071 F] TOP CHORD (SEE �' / (I �,�`` I II �� ( MEMBER SCHEDULE} (L - I ALUM. DRIP GUTTER [5019] II x3"HEX HD I I 1/2"x5"HEX HD BOLT & NUT I 1 BOLT & NUT [2GB5OX300HH] I I [2GB50X500HH] f I 12GA. GABLE TOP CHORD T POST INTERIOR 4" SQ. GUTTER GUSSET - TOP CHORD TO INTERIOR POST (REF SHEET 1.01) 4" SQ. POST LH/RH (1 EACH SIDE OF POST) [141010-FB06LH RH] GABLE TOP CHORD TO POST D GUSSET DETAIL 0 INTERIOR (419SQ,,� 4.3 SCAL :: 3" = 1'-0" **NOTE**: PLACE TWO STRIPS OF PUTTYLASTIC TAPE IN CENTER OF GUTTER SPLICE TO CREATE A WATERTIGHT SEAL BETWEEN GUTTER SPLICE AND GUTTER. (8) 5/16 to x 1" HEX HD BOLT & NUT W/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) O � O 2x4 BOLTED GABLE TOP CHORD (SEE MEMBER SCHEDULE) II 1/2"x3"HEX HD I BOLT & NUT ( I [2GB5OX300HH] I I I 12GA. GABLE TOP CHORD TO POST GUSSET - TOP CHORD TO INTERIOR 6X4 POST LH/RH (1 EACH SIDE OF POST) [141010-FB05LH/RH] GABLE TOP CHORD TO POST E GUSSET DETAIL 0 INTERIOR (6X4 SCALE: 3" = V-0" 1/2"x5"HEX HD BOLT & NUT [2GB5OX500HH] :01 GABLE POST (REF SHEET 1.01) RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS - LH OR RH [S09Z45L&R] 2x4 BOLTED GABLE TOP CHORD (SEE MEMBER SCHEDULE) APEX GUSSET DETAIL 0 POLY ARCH GABLE POST SCALE: 3" = 1'-0" 6A2 12GA. STEEL GUTTER [S0900] 6A2 12GA. STEEL`��.�� GUTTER SADDLE [S0902] bio::4J. 4 SQ CAST ALUM. GUTTER POST TOP [1 CA -0071 F] 0p,, ALUM. DRIP GUTTER [5019] 1/2" x 5" HEX "° ENGINEERING NOTE: UT BOLT & N BOLT XUT ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY INTERIOR 6X4 GUTTER THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET. POST (REF SHEET 1.01) CIRMATI, OH 43217. ANY PARTY ACCEPTING THIS DOCUMENT DOES sD IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPUCATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date A -FRAME GABLE TOP CHORD DETAILS 1. 2- GREENHOUSE FOR 3. ATLANTIC BEACH URBAN FARMS, LLC 4. ,� BRt�T'NE'R� IVC. BUILDING THE GREATEST 1175 ATLANTIC BLVD. Checked PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN SY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 4.4 WWW.ROtJGHBROS.COM i z KA w 12" WELDED GUTTER EXTENSION 2" SQ. INTERMEDIATE BOW 2" SQ. GABLE BOW 5'-11 6'-34" -4>< R A K A R M CLIP RACK ARM I CUP 6,_0" TYP. RACK ARM CLIP II A 5.1 POLY ARCH 1 GA STEEL GUTTE [SO100] RACK ARM CLIP RACK ARM CLIP - - - - - - - -- — -- - - - 3}" 6'-0" 12'-0" (,1) VBR STA -- (1) HDR STA ALUM STRAP FOR 2" SQ. TUBE [A233-2002] RB -212 DOUBLE --- SN APLOCK [ 5212] 6" ASTRAGAL EPDM GASKET [1 PL -0150] 5/16"X3"HEX HD. BOLT & NUT [2GB31X300HH] 12 X 1" HEX HD TEK—� SCREW [2GT12X100HH] 8MM STRUCTURED PANEL, 711/4" WIDE 2" SQ. GABLE BOW_"_� POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) CLEAR 4 YR. 6 MIL DIFFUSED POLYETHYLENE FILM '`~--- GABLE END ROOF VENT I BOW ASSEMBLY [70166GL\R] I 1/4" ALUM SPACER I 1" SQ. WITH 3/8" I HOLE IN CENTER I [ASP250-10010037] I I GABLE COLUMN— REFER I TO PAGE 2.1 FOR I CONNECTION DETAILS 11 1 i 11 VENT BOW GABLE BOW ALUMINUM RAIL SCHEDULE I.D. DESCRIPTION LENGTH PART NUMBER 70%4" POLY VENT BOTTOM RAIL . W/ CAM LOCK & I 7913/] 6" VBR.STA STARTER — NOTCHED 23/8" — 6FT BOW 2911/2" 141010—VBRS SPACING VBR.INTi POLY VENT BOTTOM RAIL W/ CAM LOCK 288" 141010-VBRS 1 BAY INTERMEDIATE — 6FT BOW SPACING POLY VENT BOTTOM RAIL W/ CAM LOCK VBR.FIN FINISHER — NOTCHED 23/8" — 6FT BOW 150" 5C492-392 SPACING HDR.STA POLY CAM LOCK HEADER BAR STARTER — 1483/4» 5C491-172 6FT BOW SPACING HDR.INT1 POLY CAM LOCK HEADER BAR (1) BAY 288 5C491-372 INTERMEDIATE — 6FT BOW SPACING HDR.FIN POLY CAM LOCK HEADER BAR FINISHER — 2923/4" 5C491-272 6FT BOW SPACING T1 JT1 RAC ARM CLIP , — — — — — --� A ROOF VENT LAYOUT. 5.0 SCALE: 3/8" = 1'-0" 108'-0" 2" SQ. GALV. TUBE RIDGE [7S200015G] c '\ RIDGE SECTION .0 SCALE: 3" = V-0" 1. PUSH DOWN UNTIL FIRMLY SEATED & SNAPS INTO PLACE ALONG ENTIRE LENGTH OF WIRE LOCK BASE — OVERLAP WIRE 6" MIN. 1/2" DIA. GALV. BRACE (PER VENT) SWAY ROD LENGTH O.A. N0. REQ'D. 70%4" 4 & I 7913/] 6" 8 SEE DWG C/5.1 FOR BRACING DETAILS ALUM STRAP FOR 2" SQ. TUBE [A233-2002] 11/4" INTERMEDIATE VENT BOW 12 GA. RIDGE GUSSET PLATE [141010—RG] 3r8" X 3" H.H. GALV. BOLT AND NUT [2GB37X300HH] (1) VBR FIN (1) HDR FIN I F t VENT BOW 6'-33/4" BOW (TYP.) VENT BOW 6,_0" (TYP.) BOW 6'-0" TYP. ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY #12X1"HEX HD SCREW [2GT12X100 6" ASTRAGAL EPD GASKET [1 PL -015( 1,/16" ALUM PLATE, WIDE ATTACHED W) #12 X 1" TEK SCF 0 12" O.C. 8MM STRUCTURED PANEL, 711/4" WIDI 2" SQ. GABLE BO1 POLY LOCK WIRE INSERT [1 PI -0010] (SEE NOTE #1) CLEAR 4 YR. 6 M I L POLYETHYLENE FILM N GABLE END ROOF VENT BOW ASSEMBLY [70161GL\R] " ALUM FORMED, 2 X 4 X 36 LG. FLASHING AT BOW AND ROOF VENT 5.0 SCALE: 3" = 1'-0" oAt At C10,01 THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS„ INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Dote ROOF RAIL LAYOUT & DETAILS 1. 3.RM91 GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC 4.1 ROUGH WWI 1560 ATLANTIC BLVD. Checked Bup ACES ORPLANSST ATLANTIC BEACH, FLORIDA 32233 By Dote 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.0 WWW.R000HBROS.COM ALUM. 2" SQ. CLIP [A233-2002] 2" DIA. 15GA. GALV TUBE [7S20015G] #12 X 1" GALV. H.H. TEK [2GT12X100HH] I .> <p 2" SQ. INTER. BOW 12GA. GUSSET PLATE [141010 -RG] 3/8"x 3" GALV. H.H. BOLT--' & NUT [2GB37X300HH] I r 5/16" x 21/4" HEX. HD. GALV. BOLT & NUT [2GB31 X225HH] 1.315" DIA 14GA. GALV. STEEL DRIVE SHAFT [7R131514G] (FIELD CU' TO LENGTH) 3/8"x 41/2" GALV. H.H. BOLT & NUT [2GB37X450HH] 2j• VENT BOW ¢ IN TER. BOW I I 11/4" SQ. VENT I INTERMEDIATE BOW ) 1 1 1 1 g #12 X 1" GALV. H.H. TEK l 5.1 [2GT12X100HH] I i � I i e � T*N\ ROOF VENT SECTION 2.- 1 SCALE: 11/x" = 1'-0" I K7 MOTOR MOUNTING 5.1 SCALE: 3" = V-0" 2" SQ. INTERMEDIATE —� BOW #12 X 1" HEX HD TEK --� SCREW [2GT12X100HH] 61/2" INTERMEDIATE SHAFT HANGER [AHB-065H0] (LOCATED 0 BOW CLOSEST TO EACH RACK & PINION) 1.315" DIA. VENTS H AFT W/ 7/16" HOLES AT 13/16" EA. END [70493] RIDDER 57" STRAIGHT RACK & PINION ASSEMBLY [4R-418093] � I \ 11/4" SQ. VENT INTERMEDIATE BOW 0 0 O �. B VENT CLOSURE DETAIL / 5.1 SCALE: 6" = 1'-0" r r /4" HEX. HD. _T & NUT Z5HH] _T COUPLING ) [ 590008] D008] D016) CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] POLY LOCK INSERT [5366] EPDM VENT BULB GASKET [1 PL -0140] POLY CAM LOCK HEADER BAR [ 5491 ] #12 X 1" HEX HD TEK SCREW [2GT12X100HH] \ � I r r /91 1/2" & N (FIEI MOU (FIEI IN E 1/4"x3/4"HEX HD BOLT & NUT [2GB25X075HH] 1/2" DIA. GALV. BRACE — FLATTENED W/9/32" DIA. HOLES 3/8" FROM EA. END. [ 70494] #12 X 1 " HE" ' '^ �''" SCREW [2GT1 11/4" SQ. VE INTERMEDIAT BIDDER RACM CLIP M6X60 HEX HD BOLT W/ LOCK NUT RIDDER STRA RACK INTERMEDIATE ROOF VENT c VENT BRACING CLIP 5.1 SCALE: 6" CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY LOCK INSERT [5366] POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] 1/4"x3/4"HEX HD BOLT & NUT [2GB25X075HH] 1 RACK ARM CLIP 5.1 SCALE: 6" = 1'-0" J� ZkUALt: a = 1 —V RB -30 VENT SHAFT COUPLING C [A030-4002]" 5.4 =- 1.315" DIA J 3 /8" X 21/4" H. H. VENT SHAFT GALV BOLT AND NUT 6 VENT SHAFT COUPLING DETAIL SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING [A030-4002] 3/8" X 21/4" H.H. GALV BOLT AND NUT 1.315" DIA VENT SHAFT SECTION 0 VENT D SHAFT COUPLING 5.1 SCALE: 6" = 1'-0" #12X1"HEX HDTEK — SCREW [2GT12X100HH] 11/4" SQ. GALV. TUBE — BOTTOM RAIL SPLICE [ 7CO5— 00575] BOTTOM RAIL SPLICE SCALE: 6" = V-0" 11/4" SQ. VENT INTERMEDIATE BOW POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] #12 X 1" HEX HD TEK POLY CAM LOCK I SCREW [2GT12X100HH] I" HEADER BAR I I I (TYP.) [5491 ] I I i I I I I I I I I i I I I I ( ( I 11/4" SQ. INTERMEDIATE �r BOW 1.315" TUBE cm '^E' 4" LG., 2 HOI [A030-4002] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 3 HEADER BAR SPLICE 5.1 SCALE: 6" = 1'-0" 3/8 x 21/4" HEX HD GALV. BOLT & NUT [2GB37X225HH] 1.315 O.D. 10GA. VENT SHAFT [7049372] DRIVE SHAFT SPLICE DETAIL SCALE: 6" = 1'-0" RIDDER 41" STRAIGHT RACK I I — I rr�l I BOW ASSEMBLY [70166GIL\R] Il I I II #12X1"HEX HD TEK --1.315" 0. D. 14GA VENT SCREW [2GT12X100HH] I — I I I (FACTORY ASSEMBLED) WIND BRACE CLIP 011 �(0 ) -Z�-ARM �� I I [AHWO160] (FACTORY [AHW0490-106112] I ( ASSEMBLED) c VENT BRACING CLIP 5.1 SCALE: 6" CLEAR 4 YR. 6 MIL POLYETHYLENE FILM POLY LOCK INSERT [5366] POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] 1/4"x3/4"HEX HD BOLT & NUT [2GB25X075HH] 1 RACK ARM CLIP 5.1 SCALE: 6" = 1'-0" J� ZkUALt: a = 1 —V RB -30 VENT SHAFT COUPLING C [A030-4002]" 5.4 =- 1.315" DIA J 3 /8" X 21/4" H. H. VENT SHAFT GALV BOLT AND NUT 6 VENT SHAFT COUPLING DETAIL SCALE: 6" = 1'-0" RB -30 VENT SHAFT COUPLING [A030-4002] 3/8" X 21/4" H.H. GALV BOLT AND NUT 1.315" DIA VENT SHAFT SECTION 0 VENT D SHAFT COUPLING 5.1 SCALE: 6" = 1'-0" #12X1"HEX HDTEK — SCREW [2GT12X100HH] 11/4" SQ. GALV. TUBE — BOTTOM RAIL SPLICE [ 7CO5— 00575] BOTTOM RAIL SPLICE SCALE: 6" = V-0" 11/4" SQ. VENT INTERMEDIATE BOW POLY VENT BOTTOM RAIL W/ CAM LOCK [5492] #12 X 1" HEX HD TEK POLY CAM LOCK I SCREW [2GT12X100HH] I" HEADER BAR I I I (TYP.) [5491 ] I I i I I I I I I I I i I I I I ( ( I 11/4" SQ. INTERMEDIATE �r BOW 1.315" TUBE cm '^E' 4" LG., 2 HOI [A030-4002] ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 3 HEADER BAR SPLICE 5.1 SCALE: 6" = 1'-0" 3/8 x 21/4" HEX HD GALV. BOLT & NUT [2GB37X225HH] 1.315 O.D. 10GA. VENT SHAFT [7049372] DRIVE SHAFT SPLICE DETAIL SCALE: 6" = 1'-0" RIDDER 41" STRAIGHT RACK TU1122 STRAIGHT RACK & PINION ASSEMBLY & PINION, 49" LG [4RO5S41 G] [4R11 S2249G], 6'-0" O.C. --1.315" 0. D. 14GA VENT SHAFT PIPE [70493] FORMED ALUM RACK �(0 ) -Z�-ARM �� STOP — RIDDER [AHW0490-106112] i \ ((�� 1 x 13 " HEX HD /4 /4 0 ) � GALV. BOLT & NUT \ [2GB25X175HH] *** NOTE *** 1) INSTALL VENT STOPS ON RACK ARMS AS SHOWN, (2) STOPS REQUIRED PER 5 RACK ARM STOP VENT 2) INSTALL 1 VENT STOP ON EACH 5.1 SCALE: 3" = 1'-0" SIDE OF MACHINE. C4$" 00 THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. INC. 5513 VINE STREET. CINCINNATI, OH 4=217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS VATHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date ROOF VENT DETAILS 2.RBI gh GREENHOUSE FOR 3' FliOtJC II�1C. ATLANTIC BEACH URBAN FARMS, LLC 4 1 560 ATLANTIC BLVD. BUILDING THE GREATEST Checked PLACES FOR PLANTS ATLANTIC BEACH , FLORIDA 32233 BY Date. 5513 VINE STREET CINCINNATI, OH 45217 SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.1 WWW.RMCHBROS.COM EAVE TRIM 31/2" X 5" ' [FL -19] 1-14 x 7/8 " LONG --LIFE LAPTEK /4 w/ WASHER [FASTENER #4] ® 20" O.C. 12go FORMED GABLE PURLIN 3/32" x 1/2" TAPE SEALER CLIP [S09Z45] OUTSIDE CLOSURE w/ 3/32" x 1/2" TAPE SEALER 1/4"-14 x 7/t" LAP TEK 2" x 4" 18GA GALV STEEL ANGLE X 72" LG [SFR18G-200400] ATTACH w/ #12 x 1" H.H. TEK SCREWS 1/2" x 3" H.H. BOLT & NUT 2" x 4" TUBE GABLE TOP CHORD METAL "R" PANEL w/ 3" ROLLED INSULATION (INSULATION NOT SHOWN FOR CLARITY) 2" x-4" GALV. STEEL GABLE POST 2" SQ. GALV. STEEL TUBE GIRT 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] L 2" SO. TUBE CLAMP [A034-1002] ATTACH TO GIRT & POST w/ 2) #12 x 1" H.H. TEK SCREWS FORMED GALV. STEEL GUTTER [SO900] 5/6"x1"HEX HD. BOLT & NUT w/ LEAD o & GALV. WASHER 9 a 0 t FORMED GALV. STEEL GUTTER SPLICE (S0902] ' CAST ALUM. POST TOP ' ALUM. DRIP GUTTER [5019] ® CONTROL ROOM ONLY GALV. STEEL GUTTER POST 01 0 al I I I I I METAL "R" PANEL 12-14 x 11/4" LONG -LIFE 1/4-,-14 x 7/8" LONG -LIFE LAPTEK SELF -DRILLER w/ WASHER w/ WASHER [FASTENER #4] CSD 20" O.C. [FASTENER #3] 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] (�j I METAL "R" PANEL 1 I i I 1 I ' f � I�' 1 1 - t - _y i _ y left 3/g" x 1" H.H. BOLT i & NUT (TYP.) I c> 6" x 21/2" GALV. I d' Z-PURLIN [S1260] 1 I FORMED GALV. STEEL GABLE TOP CHORD TO POST CLIP [S1980] I 1 itO I %2 x 3" H.H. II I BOLT & NUT II II it II II I it r � II 0 I II II 2" x 4" 14G GABLE TOP GABLE TOP CH( POST GUSSET (1 EACH SIDE 'OF POST) - SEE DWG 4.4 FOR INFORMATION SECTION THRU ROOF/GABLE SCALE: 6" = 1'-0" GABLE POST TO GABLE TOP CHORD DETAIL SCALE: 3" = V-0" 1/4-14 x 7/8" LONG -LIFE LAPTEK w/ WASHER [ FASTENER #4] 0 20" O.0 1/2" x 3/32" TAPE SEALANT (CONTINUOUS 0 END LAP) 1/2" x 3/32" TAPE SEALANT (BETWEEN END LAP TAPE AND END OF PANEL 0 EAVE ONLY) 8 "R" PANEL LAP DETAIL 5.2 SCALE: 3" = V-0" I" x 3" HEX HD. ?LT & NUT IRMED GALV. STEEL kBLE TOP CHORD TO )ST CLIP, 91/16" LG. 1980 OR S2980] ►"x3"OR 5" X HD. BOLT & NUT kLV. STEEL .,.1BLE POST CONTINUOUS BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA- P120100CLCT] 8MM STRUCTURED PANEL, 711/4" WIDE 4" x 4" FORMED INSIDE CORNER FLASHING 1/8" ALUM ANGLE, 17/8#0 X 31/21' [ 5022] 3/32" x 1/2" TAPE SEALER TVV L_ I I I 6" x 21/2" GALV. Z-PURLIN [S1260] i B SECTION THRU ROOF TRANSITION 0 POLY ARCH GABLE 5.2 SCALE: 6" = 1'-0" DIE-CAST RIDGE CAP- 14 AP 14$$ x 3" HEX HD BOLT & NUT [2GB50X300HH]. 3f8"x1"HEX HD BOLT & NUT [2GB37X100HH] RIDGE PURLIN BRACKET FOR BOLTED Z-PURLIN TRUSS (ONE EACH SIDE) S09Z45L&R) 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25/64" DIA HOLE EA. LEG [SC12200200-1502] 2X4 TRUSS APEX GUSSET -� BOLTED/WELDED (S09414] 3'-0" t1 1 I -O" 1 $-o11 94" 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER [FASTENER #3] (SEE DETAIL 7/5.2) 1/2" X 3/32" TAPE SEALANT METAL "R" PANEL 1.315" DIA. 14GA ROOF SWAY BRACING [70492] 2x4 GABLE TOP CHORD "R" PANEL FASTENER PLACEMENT DETAIL 0 INTERMEDIATE SUPPORTS SCALE: 3" = V-0" '-0" 3 2j 7 5 7 5„ 7" 2j" "R" PANEL FASTENER PLACEMENT DETAIL @ PANEL ENDS SCALE: 3" = V-0" (8) 5/16" x 1" HEX HD BOLT & NUT w/ LEAD & GALV. WASHER (PLACE LEAD WASHER BETWEEN GALV. WASHER & GUTTER FOR SEAL) 6A2 12GA. STEEL GUTTER [S0900] 6A2 12GA. STEEL 1/4-14 x 7/g" LONG -LIFE GUTTER SADDLE LAPTEK wl WASHER (S0902] [FASTENER #4] 0 20 O.C. 2 12-14 x 11/4" LONG -LIFE EAVE TRIM 31/2" X 5" ( SELF -DRILLER w/ WASHER [FL -19] 3 x 1" HEX HD [FASTENER #3] /8 (SEE DETAIL 7/5.2) BOLT & NUT 12go FORMED GABLE PURLIN [2GB37X100HH] CLIP [SO9Z45] ' 1.315" DIA. 14GA ROOF GUTTER POST (REF I L .�; I SWAY BRACING [70492] I � SHEET 1.0) I ( 12GA. STEEL ANGLE CLIP 21/2" x 2" OUTSIDE CLOSURE w/ I I w/ 17/32" DIA HOLE EA. LEG OFFSET 3/32" x 1/2" TAPE SEALER I I I IN 2" LEG [SC1220025OA2002] /-INSIDE CLOSURE w/ 1/2"x3/32 TAPE, SEALANT TOP AND BOTTOM METAL "R" PANEL 1/4"-14 x 7/8" LAP TEK 2" x 4" 18GA GALV STEEL ANGLE X 72" LG [SFR18G-200400] ATTACH w/ #12 x 1" H.H. TEK SCREWS 1/2"x3"H.H. BOLT &NUT 2" x 4" TUBE GABLE TOP CHORD METAL "R" PANEL w/ 3" ROLLED INSULATION (INSULATION NOT SHOWN FOR CLARITY) 1/2" x 3/32" TAPE SEALANT CONTINUOUS DOWN PANEL SIDE LAP 1/2" x 3/32" TAPE SEALANT TOP AND BOTTOM GUTTER ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY I 1/2"5"HEX HD BOLT& NUT [2GB50X500HH] 3 DETAIL 0 GUTTER 4.0 SCALE: 3" = 1'-0" METAL "R" PANEL 12-14 x 11/4" LONG -LIFE SELF -DRILLER w/ WASHER - - [FASTENER #3] (SEE DETAIL 6/5.2) f RIDGE PURLIN BRACKET (ONE EACH SIDE) SO9Z45L&R) \-1.315" DIA. 14GA ROOF 0 SWAY BRACING [70492] 12GA. STEEL ANGLE CLIP 2" x 2" w/ 25%64" DIA HOLE EA. LEG [SC12200200-1502] FORMED STEEL 3/8" x 1" HEX HD Z-PURLIN [S1260-6] BOLT & NUT [2GB37X100HH] 4 DETAIL 0 INTERMEDIATE PURLIN 4.0 SCALE: 3" = 1-0" NON -INSULATED METAL "R" PANEL 112" x 3/32" TAPE SEALANT (SEAL TO TAPE SEALER • EAVE AND SIDELAP) REF DETAIL 4/5.3. "R" PANEL SEALANT 5 DETAj ® GUTTER 4.0 SCALE:S. yo CIO,&& THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS. 1:5613 VINE STREET. CINCINNATI. OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SMALL NOT BE DUPUCA7W. IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. m REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date A—FRAME ROOF SECTIONS DETAILS 1. 2•RB191 GREENHOUSE FOR 3•�H ATF iC. ATLANTIC BEACH URBAN FARMS, LLC 4• 1560 ATLANTIC BLVD. LDING Checked 8 PLAC STHE FOR PLAN SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 1513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.2 WWW.R000HBROS.COM 0 �z 36" X 60" INLET SHUTTERS 2"x2"x1/8" ALUM ANGLE MID SPAN SUPPORT ATTAC ED TO TRUSS AND CEILING STRINGER W/ (2) #12 x 1" TEK S 4' 'PREWS 2"x4" 14GA STEEL CEI ING STRINGER ® 5'-0" 0. . � _ N Z U_ O U_ All SECTION THRU A—FRMAE CEILING SCALE: 1/2" = 1'-0" 36" X 60" INLET SHUTTERS 4'-0" TALL EVAPORATIVE COOLING PAD SYSTEM 4 •"� X44: . �� +;'.. .. IF _'cr Of ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY O� CIO ' THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROIHEIM INC. X73 VINE STREET CINCINNATI, OH 4W7. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS 1MTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date A—FRAME CEILING FRAMING 1. 2•RBI GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC.. 4. RO" INC. 156OATALNTICBLV.D THE Checked BUILDING PLACES ORP AN SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.3 WWW.ROtJGHBROS.COM WHITE CORRUGATED METAL "PBR" 2" SQ. STEEL TUBE PANEL, BY 'MBCI' W/3" ROLLED FRAMING INSULATION 2" SQ. STEEL TUBE SUPPORT STRAPPED TO GABLE POST w FOR CEILING STRINGER CD z cn z ca —' z a 0 U_ r 0 N 0 O 2 0 I OJ O m O Z '— O in Z a: 4. 0 � _ N Z U_ O U_ All SECTION THRU A—FRMAE CEILING SCALE: 1/2" = 1'-0" 36" X 60" INLET SHUTTERS 4'-0" TALL EVAPORATIVE COOLING PAD SYSTEM 4 •"� X44: . �� +;'.. .. IF _'cr Of ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY O� CIO ' THE DRAWINGS AND DATA IN THIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROIHEIM INC. X73 VINE STREET CINCINNATI, OH 4W7. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART. NOR DISCLOSED TO OTHERS 1MTHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Maintenance No. By Date A—FRAME CEILING FRAMING 1. 2•RBI GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC.. 4. RO" INC. 156OATALNTICBLV.D THE Checked BUILDING PLACES ORP AN SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 5.3 WWW.ROtJGHBROS.COM F 0 O i POST 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE - H -SPLICE [5171 ] HEAVY BEAD OF G.E. SILGLAZE II 1201 SEALANT [1 PA-P120100CLCT] STEEL INSULATED DOOR 1/2 LITE AND FRAME DOOR THRESHOLD GALV STEEL POST (REF. DWG 1.01 FOR DETAILS) i � DOOR POST 1/4" X 6" GALV. CARR GE BOLT & NUT [2GB25X600CRRG] 2X4 14GA GALV. STEE DOOR FRAMING HEADS 5/8" X 53/8" FORMED 12GA STEEL DOOR CLOSURE ANGLE [ SFR1 2G— 062537] 1 \ \ SECTION THRU DOOR HEADER SCALE: 6" = V-0" 10GA. GALV. STEEL ANGLE - 2"X2"CLIP X31/2"LONG [SC010200200-3504] W/ #12X1"HEX HD. TEK SCREW [2GT12X100HH] (TYP.) I \-2X4 14GA GALV. STEEL DOOR FRAMING HEADER —2X4 14GA. GALV. DOOR POST (FIELD CUT) TYPICAL DOOR HEADER FRAMING DETAIL SCALE: 3" = 1'-0" c N I— ca wT .L 0 0 DOOR POST GALV. STEEL GUTTER --� POST 1/4" X 8" GALV. CARRIGE BOLT & NUT [2GB25X800CRRG] 'DOOR WIDTH' + 61/4" 1" 'DOOR WIDTH' + 4" DOOR POST #12 X 1" HEX HD TEK SCREW (TYP.) [2GT12X100HH] r---- ---- ------------ r---- ---- ------------ i f f ij " HEAVY BEAD OF G.E. SILGLAZE it 1201 SEALANT [1PA—P120100CLCT] 5/8" X 53A" FORMED 12GA .. STEEL DOOR CLOSURE ANGLE TEK SCREW (TYP.) [SFR12G-062537] [2GT12X100HH] B SECTION THRU DOOR POSTS (SIDEWALL SCALE: 6" = 1'-0" 'DOOR WIDTH' + 71/4" 2j 'DOOR WIDTH' + 4" 11" ; lIIIIIIIIIIIillllllll�!i_._ __ _ !� #12 X 1" HEX HD TEK SCREW (TYP.) [2GT12X100HH] .................................. \ .................. :.:.:...........:.....:.......:...............:...:.:...........:.:..'....-.•.'.•.'...•.'.'.•.'.'.'.'.-...'.'.•.•.'.'.'.•.'.'.-...........• ........................................................................... HEAVY BEAD OF G.E. STEEL INSULATED DOOR SILGLAZE li 1201 SEALANT 1/2 LITE AND FRAME [1 PA—P1 201 00CLCT] 15/8" X 53/8" FORMED 12GA 5/t" X 53/b" FORMED 12GA STEEL DOOR CLOSURE ANGLE STEEL DOOR CLOSURE ANGLE [SFR12G-062537] [SFR12G-062537] SFC:TION THRU DOOR POST/GUTTER POST (SIDEWALL SCALE: 6" = 1'-0" ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY DOOR POST i i 1i il%IIIIIIIIIIIIIIIIIIII! #12X1"HEX HD TEK SCREW (TYP.) [2GT12X100HH] 2X4 14GA GALV. STEEL j FRAMING POST 2"X4" #12X1"HEX HD TEK SCREW (TYP.) [2GT12X100HH] 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED ® DOOR POST 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] ALUM. 2" SQ. TUBE CLAMP SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE H—SPLICE [5171] 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11go. GALV. STEEL TUBE GIRT FIELD NOTCHED ® DOOR POST 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-2002] 8MM STRUCTURED GLAZING PANEL ALUM. DOUBLE H—SPLICE [5171 ] CQ A` THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5543 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR 1N PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date STEEL PASSAGE DOOR SECTIONS 2. GREENHOUSE FOR 3• ATLANTIC BEACH URBAN FARMS, LLC AICNJC I tm MIC. 4• 1175 ATLANTIC BLVD. Checked BUILDING R PL N SST ATLANTIC BEACH, FLORIDA 32233 By Date 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 6.0 WWW.ROtJGHBROS.COM t r 0 METAL "R" PANEL 12-14 x 11/4" LON SELF—DRILLER W/ N [FASTENER #3] - METAL "R" PANEL BASE TRIM 0 r HEAVY BEAD OF G SILGLAZE ii 1201 SEALANT [1 PA—P120100CLC' 1/2" FOAM BACKER (FIELD CUT) (TYP., FULL GLASS ENTR` DOOR & FRAME 3" ROLLED INSULATION 1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] 2X4 14GA GALV. STEEL DOOR FRAMING HEADER 1/8" ALUM. SHIM 2" X 5" [AL1 25-020000500] 5/8" X 53/8" FORMED 1/8" ALUM. DOOR CLOSURE ANGLE [AFR125-062537] f [1121 SECTION THRU DOOR HEADER SCALE: 6" = 1'-0" i I i I GALV STEEL POST I ( (REF. DWG 1.01 FOR r I DETAILS) i r ! I I I r ! r I ! r I 2X4 14GA GALV. STEEL I DOOR FRAMING HEADER I ! r ! I r I I I I I I i I POST 14GA. FIELD CUT)DOOR ( I I I POST DOOR POST i N X 0 w 0 0 w 10GA. GALV. STEEL ANGLE 2" X 2" CLIP X 31/2" LONG [ SCO10200200— 3504] W/ #12 X 1 HEX HD. TEK SCREW [2GT12X100HH] (m'•) r TYPICAL DOOR HEADER FRAMING DETAIL SCALE: 3" = 1'-0" DOOR POST 2X4 14GA GALV. STEEL--, DOOR FRAMING POST 1/4" " /4 X 6 GALV. CARRIAGE BOLT & NUT [2GB25X600CRRG] N II DOOR POST 5/8" X 53/8" FORMED 1/8" ALUM. DOOR CLOSURE ANGLE [AFR125-062537] 'DOOR WIDTH' + 6" 'DOOR WIDTH' + 4" 1/2" FOAM BACKER ROD FULL GLASS ENTRY (FIELD CUT) (TYP.) DOOR & FRAME HEAVY BEAD OF G.E. URETHANE SEALANT TO - SILGLAZE II 1201 SEALANT MATCH METAL 'R' PANEL [1 PA—P120100CLCT] B SECTION THRU DOOR POSTS(GABLE) 6.2 1 SCALE: 6" = 1'-0" 5/8" X 53/8" FORMED 1/8" ALUM. DOOR CLOSURE ANGLE [AFR125-062537] 'DOOR WIDTH' + 6" 'DOOR WIDTH' + 4" 1" OOR POST 2X4 14GA GALV. STEEL DOOR FRAMING POST r 1/4" X 6" GALV. CARRIAGE r BOLT & NUT ____ [2GB25X600CRRG] 12-14 x 11/4" LONG—LIFE SELF -DRILLER W/ WASHER [FASTENER #3] I� METAL "R" PANEL 1/2" FOAM BACKER ROD \— FULL GLASS ENTRY (FIELD CUT) (TYP.) DOOR & FRAME HEAVY BEAD OF G.E. URETHANE SEALANT TO - SILGLAZE II 1201 SEALANT MATCH METAL 'R' PANEL [1 PA—P120100CLCT] ee'cSECTION THRU DOOR POSTS SIDEWALL SCALE: 6" = 1'-0" As n tl— ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY 2" SQ. GALV STEEL TUBE [7S200015G] METAL 'R' PANEL JAMB TRIM 2X4 14GA GALV. STEEL DOOR FRAMING POST 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED 0 DOOR POST ,.---1/4" X 6" GALV. CARRIGE BOLT & NUT [2GB25X600CRRG] 12-14 x 11/4" LONG—LIFE SELF -DRILLER W/ WASHER [FASTENER #3] I� —METAL "R" PANEL ALUM. 2" SQ. TUBE CLAMP — SINGLE [A233-2002] METAL 'R' PANEL JAMB TRIM 04%, CIO OA THE DRAWINGS AND DATA IN THIS DOCUMENT. AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET, CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHAD. NOT BE DUPLICATED. IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS, INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * Installation * Parts * Repair Service No. By Date VISTAWALL DOOR SECTIONS 1. GR GREENHOUSE FOR 3• R0LX3 1 eRCnHWAW. ATLANTIC BEACH URBAN FARMS, LLC 4. 1175 ATLANTIC BLVD. Checked BUILDING THE GREATEST PLACES FOR PLANTS ATLANTIC BEACH, FLORIDA 32233 By Dote 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 6.2 WWW.R000MBROS.COM 0g d z 8'-2,. DOOR POST P DOOR POST 1 A n\ n 10'-0" X 12'-0" INSULATED OVERHEAD DOOR (SEE MFG MANUAL FOR INSTALLATION INSTRUCTIONS) 2"X4" 11 ga. GALV. STEEL TUBE GIRT FIELD NOTCHED I 8'-0" DOOR OPENING , 0 DOOR POST R 2X4 GALV HEADER #12X1"HEX HD TEK SCREW [2GT12X100HH] 5/8" X 53/8" FORMED 12GA STEEL DOOR CLOSURE ANGLE [SFR12G-062537] URETHANE SEALANT TO METAL 'R' PANEL MATCH METAL 'R' PANEL JAMB TRIM A OVERHEAD DOOR SEC ZION 6.3 1 SCALE: 6" = 1'-0" I 1 I I I l 10GA. GALV. STEEL ANGLE 2" X 2" CLIP X 31/2" LONG I I [ SC010200200— 3504] W/ (4) I I l #12 X 1" HEX HD. TEK ( I I I SCREWS [2GT12X100HH] I l 2"x4 I (TYP.) , I TUB I I ON GALV STEEL POST I I I I (REF. DWG 1.01 FOR DETAILS) I I 2X4 I ( I I i I 1 l I-------------------- ----U- 1 `I l TORSION TUBE I I I I I l I I ( I I 2" X 4" GALV. STE EL I I ( I POST (REF. DWG 1 01) POST DOOR POST ALUM. 2" SO. TUBE CLAMP — SINGLE [A233-2002] ZZ NiRm"'ammoh, i I 1A 111111 0 , 12-14 x 11/4" LONG—LIFE SELF—DRILLER W/ WASHER [FASTENER #3] METAL "R" PANEL 1� DOOR HEADER FRAMING DETAIL 6.3 SCALE: N.T.S. 3" ROLLED INSULA METAL "R" PANEL 12-14 x 11/4" LON SELF—DRILLER w/ N [FASTENER #3] METAL "R" PANEL BASE TRIM 5/8" X 53/8" FORM STEEL DOOR CLOSi [ SFR 12G— 062537] #12X1"HEX HD SCREW [2GT12X100HH J OVERHEAD DOOR B HEADER SECTION SCALE: 6" = 1'-0" 2X4 14GA. STEEL DOOR POST 2X4 14GA. STEEL TUBE HEADER 3/8" x 5" GALV HEX. 2"x4" 14GA. TORSION HD NUT AND BOLT TUBE TO BE CENTER [2GB37X500HH], WASHER ON DOOR [2W37GALY], AND LOCK WASHER [2W37GALV—LOCK] 2X4 14GA. STEEL TUBE (FIELD DRILL TORSION TUBE) HEADER [7C51] tOGA. GALV. STEEL ANGLE--/ OVERHEAD DOOR TORSION 2" X 2" CLIP X 31/2" LONG BAR ASSEMBLY (SEE MFG [SC010200200-3504] w/ MANUAL FOR INSTALLATION X12 X 1" HEX HD. GALV. INSTRUCTIONS) TEK SCREW [2GT12X100HH] V / / OVERHEAD DOOR c TORSION BAR DETAIL 6.3 SCALE: 6" = 1'-0" -xi, � � a s �. sk ENGINEERING NOTE: ENGINEER'S SEAL APPLIES TO DESIGN OF STRUCTURAL COMPONENTS ONLY THE DRAWINGS AND DATA IN IRIS DOCUMENT, AND THE INTELLECTUAL PROPERTY AND CONFIDENTIAL INFORMATION IT CONTAINS ARE THE PROPERTY OF ROUGH BROTHERS, INC. 5513 VINE STREET. CINCINNATI, OH 45217. ANY PARTY ACCEPTING THIS DOCUMENT DOES 50 IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED. IN MHOLE OR IN PART. NOR DISCLOSED TO OTHERS WITHOUT THE WRITTEN CONSENT OF ROUGH BROTHERS. INC. 0 REVISIONS Total Greenhouse Service: Design * Fabrication * installation * Parts * Repair Service No. By Date OVERHEAD DOOR SECTIONS 1. 2• IL GREENHOUSE FOR 3• RaM 8m QVC• ATLANTIC BEACH URBAN FARMS, LLC 4 • 1 THE1175 ATLANTIC BLVD. Chocked BUILDING PLACES ORPLANTSST ATLANTIC BEACH, FLORIDA 32233 By Date �--- 5513 VINE STREET SCALE DATE DRAWN BY CONTRACT NO. SHEET NO. CINCINNATI, OH 45217 (513)242-0310 AS NOTED 10/27/2014 CBG 141010 6.3 WWW.ROtJGHBROS.COM