R030096GP2SS06 30x96 PRO SOLAR GREENHOUSE W/CORRUGATED POLYCARBONATE ROLL-FORM STRUCTURE: 30' X 6' RAFTER SPACING & GROUND POST

Transcription

1 R00096GPSS06 0x96 PRO SOLAR GREENHOUSE W/CORRUGATE POLYCARBONATE ROLL-FORM STRUCTURE: 0' X 6' RAFTER SPACING & GROUN POST eveloped By A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: Content Guide: [A-.0]... COVER PAGE [B-.0]... GENERAL NOTES [C-.0]... MATERIAL SPECIFICATIONS [-.0]... FRONT PROFILE (GRI) [-.0]... FRONT PROFILE (PART LOCATIONS) [-.0]... FRONT PROFILE (OVER THE TOP) [E-.0]... SIE PROFILE R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE [F-.0]... TOP PROFILE [G-.0]... ETAIL LOCATION CALL-OUTS [G-.0]... CONNECTION ETAILS [G-.0]... CONNECTION ETAILS [G4-.0]... CABLE CONNECTION ETAILS [G5-.0]... RAFTER SPLICE CONNECTION ETAIL , COVER PAGE [G6-.0]... CORRUGATE POLYCARBONATE/EN CAP ETAIL PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: A-.0

2 GENERAL NOTES eveloped By GENERAL NOTES: GENERAL ABBREVIATIONS TOS TOP OF STEEL / TSL TOP OF SLAB / GALV. GALVANIZE / FN FOUNATION / EL ELEVATION / RN. ROUN / GA GAUGE / IA IAMETER / TYP. TYPICAL FOUNATION:. FOUNATION BY OTHERS. SITE AAPTATION/ENGINEERING VERIFICATION:. PRIOR TO COMMENCING FABRICATION FOR A SPECIFIC SITE, VERIFY IF ANY MOIFICATIONS TO THE STRUCTURE AN/OR FOUNATION CONNECTIONS ARE REQUIRE BY THE SITE AAPTATION ENGINEER.. THIS IS A PROTOTYPICAL ESIGN AN OCUMENT SET. THE ESIGN AN EPICTE FABRICATION, ERECTION, AN FOUNATION RAWINGS ARE ONLY VALI FOR THE EXACT ESIGN PARAMETERS AN COMBINATIONS OF PARAMETERS OCUMENTE.THE ESIGN MUST BE SITE AAPTE TO SPECIFIC SITES. ANY USE OF THIS ESIGN AN OCUMENT FOR A SPECIFIC SITE REQUIRES: STEEL: A. ESIGN PARAMETER VERIFICATION BY A REGISTERE PROFESSIONAL ENGINEER, EXPERIENCE IN STRUCTURAL ENGINEERING, VERIFY THAT LOAING CONITIONS AN THE REQUIREMENTS OF THE SITE ARE EQUAL TO OR LESS THAN THE OCUMENTE ESIGN PARAMETERS AN/OR COMBINATION OF THE OCUMENTE ESIGN PARAMETERS B. VERIFICATION OF SPECIFIC SITE SOIL CONITIONS. FIEL VERIFY THAT THE EXISTING SITE SOIL CONITIONS ARE EQUAL TO OR GREATER THAN THE OCUMENTE ESIGN PARAMETERS AN/OR COMBINATIONS OF OCUMENTE ESIGN PARAMETERS. C. ANY SITE SPECIFIC CONITIONS FAILING A OR B WILL REQUIRE RE-ANALYSIS OF THE STRUCTURE AN/OR FOUNATION BY A CERTIFIE ESIGN PROFESSIONAL. FAILURE TO VERIFY THE VALIITY OF THIS ESIGN FOR A SPECIFIC SITE, FOLLOWE BY ANY NECESSARY SITE AAPTATION MOIFICATION CAN RESULT IN A ANGEROUS SITUATION.. ALL STRUCTURAL STEEL MEMBERS SHALL BE GALVANIZE.. STEEL PLATES SHALL COMPLY WITH ASTM A57 GRAE 50 OR EQUAL. STRUCTURAL STEEL IS TO BE SHOP PRIME- COATE WITH COL GALVANIZING COMPOUN. APPLY SHOP PRIME COAT TO OBTAIN A UNIFORM RY FILM THICKNESS OF NOT LESS THAN -MILS.. ALL BOLTE CONNECTIONS SHALL USE A07 BOLTS WITH COMPATIBLE WASHERS AN NUTS OF IAMETERS INICATE ON PLANS. BOLTS NEE ONLY BE TIGHTENE TO THE SNUG-TIGHT CONITION. THE SNUG-TIGHT CONITION IS EFINE AS THE TIGHTNESS ATTAINE BY A FEW IMPACTS OF AN IMPACT WRENCH, OR THE FULL EFFORT OF A MAN USING AN ORINARY SPU WRENCH 4. ALL STRUCTURAL STEEL IS TO BE FABRICATE IN ACCORANCE WITH THE LATEST EITION OF AISC "SPECIFICATION FOR THE ESIGN, FABRICATION AN ERECTION OF STRUCTURAL STEEL FOR BUILINGS." 5. ALL HOT ROLLE STEEL USE IN THE FABRICATION OF COL FORME STRUCTURAL MEMBERS SHALL HAVE A MINIMUM YIEL STRENGTH OF 50KSI. 6. ALL COL ROLLE STEEL USE IN THE FABRICATION OF COL FORME STRUCTURAL MEMBERS SHALL HAVE A MINIMUM YIEL STRENGTH OF 80 KSI. 7. LIGHT GAGE - COL FORME STRUCTURAL STEEL MEMBERS SHALL CONFORM TO A.S.T.M. SPEC A-500 GRAE "" (Fy = 50KSI), UNLESS OTHERWISE NOTE. CABLES AN HARWARE (CONT.):. USE THIMBLES WITH WIRE ROPE CLIPS IN ALL LOOP-EN APPLICATIONS. 4. TENSION CABLES AT TURNBUCKLE TO TAUT CONITION (STRAIGHT AN NOT SLACK OR LOOSE). 5. TIGHTEN CABLES SEQUENTIALLY TO AVOI TWISTING OR EFORMING STRUCTURAL ELEMENTS URING ERECTION. RECHECK PREVIOUSLY TIGHTENE CABLES UNTIL ALL CABLES ACHIEVE TAUT CONITION. WELING:. REFER TO "WELING GUIELINES" PUBLISHE BY ALLIE TUBE AN CONUIT; HARVEY, ILLINOIS, FOR RECOMMENE PROCESSES AN PRACTICES FOR WELING GALVANIZE STEEL TUBING. A. TO EVELOP THE FULL STRENGTH AT PIPE JOINT, THE ALL AROUN FILLET WELS SHALL BE SIZE AS FOLLOWS: THICKNESS OF THE TUBE - MINIMUM FILLET WEL SIZE Gage 4 /8" Gage & 5/" Gage & 0 /6" Gage 9 & 8 7/" Gage 7 /4" (PLEASE NOTE; WHEN TUBES OF TWO IFFERENT WALL THICKNESSES ARE JOINE, THE MINIMUM FILLET WEL SIZE SHALL BE BASE ON THE THINNER OF THE TWO MEMBERS).. WELS SHALL SHOW UNIFORM SECTION, SMOOTHNESS OF WEL METAL, FREEOM FROM POROSITY AN CLINKERS, AN AEQUATE STRENGTH AN URABILITY.. ALL WELS NOT OTHERWISE IENTIFIE SHALL BE CONTINUOUS. 4. ALL SHOP WELING IS TO BE ONE BY CERTIFIE OPERATORS (TEST POSITION 4F AN 5F WITH PIPE IS MINIMUM REQUIRE CERTIFICATION). 5. ALL WELING SHALL BE IN ACCORANCE WITH THE LATEST EITION OF AWS. AN. ERECTION AN FIEL QUALITY CONTROL:. THE ERECTOR IS RESPONSIBLE FOR ESIGNING AN FURNISHING ALL TEMPORARY BRACING, SHORING, AN/OR SUPPORT THAT MAY BE REQUIRE AS THE RESULT OF ERECTOR'S CONSTRUCTION METHOS AN/OR SEQUENCES. THE STRUCTURE IS ESIGNE TO FUNCTION AS A UNIT UPON COMPLETION. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE URING ERECTION.. NO OPENING (OTHER THAN THOSE SHOWN ON THE RAWINGS) SHALL BE MAE IN ANY STRUCTURAL MEMBER, AN NO MOIFICATION OR ALTERATION SHALL BE MAE TO ANY STRUCTURAL MEMBER OR CONNECTION WITHOUT THE WRITTEN APPROVAL OF THE ESIGN ENGINEER. A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: R00096GPSS , Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE GENERAL NOTES CABLES AN HARWARE:. ALL CABLE SHALL BE GALVANIZE STEEL, MULTIPURPOSE, 7 X 7( /4 IA.) OR 7 X 9 (5/6 & /8 IA.) OR 6 X 6 (/ IA.) CLASS STRAN CORE COMMERCIAL GRAE, OF IAMETER INICATE, UNLESS OTHERWISE NOTE. PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: B-.0. CABLE SLEEVES SHALL BE INSTALLE PER MANUFACTURER'S RECOMMENATIONS.

3 MATERIAL SPECIFICATIONS eveloped By PURLIN PROFILE B /8" A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: /6" 00 /" CHOR PROFILE A /8" C B E A R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE 4" 4" MATERIAL CALL-OUTS A RAFTER CHOR 8 GA ROLL-FORM PROFILE A B RAFTER CHOR STRUT.66" 4 GA ROUN TUBE C GROUN POST.875" 8 GA ROUN TUBE CABLE ASSEMBLY CABLE /4" 7X7 GALV. AIRCRAFT CABLE TURNBUCKLE /" X 6 JAW/JAW GALV. 00 LBS SHACKLE /" BOW GALV 4 THIMBLE /4" GALV 5 CLAMPS /4" GALV E PURLINS 8 GA ROLL-FORM PROFILE B , MATERIAL SPECIFICATIONS PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: C-.0

4 FRONT PROFILE (GRI) eveloped By " GRI BLOCKS A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: '-5 /6" R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE GROUN LEVEL 0'-0" CENTER TO CENTER , FRONT PROFILE (GRI) PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: -.0

5 FRONT PROFILE (PART LOCATIONS) eveloped By A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: B B A A E C C E R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE GROUN LEVEL , FRONT PROFILE (PART LOCATIONS) PMWorks Project: RAFTER CHORS STRUTS PURLINS & HAT CHANNEL GROUN POSTS A CFG00PC8GS0 (-/8" x 4" 8 GA PROFILE) 0896 (.66" 4 GA ROUN TUBE) C RFB44ARSS004 (-5/6" x -/6" 8 GA PROFILE) E CFG096ANCS00 (.875" 8 GA ROUN TUBE) rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: B CFG00PC8GS0 (-/8" x 4" 8 GA PROFILE) -.0

6 eveloped By FRONT PROFILE (OVER THE TOP) 4 /6" 6 /" 6 /" A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: " 5'-5 5/6" 5'-5 5/6" 7" '-6 7/8" '-6 5/6" 0'-5 /6" '-6 7/8" 0'-5 /6" '-4 5/8" OVER THE TOP = 47'-5 /4" (569 /4") 6 /" 6 /" '- 9/6" R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE 5'- /6" 5'- /6" '-0 /" '-" GROUN LEVEL '-0" , FRONT PROFILE (OVER THE TOP) PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: -.0

7 NOTE: REFER TO PAGE [-.0] FOR FRONT PROFILE OF BRACE LOCATIONS & PAGE [F-.0] FOR TOP VIEW OF BRACE LOCATIONS. SIE PROFILE eveloped By A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: RFB44ARSS004 (x8) (x6) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) RFB44ARSS004 (x8) '-0" 0887 GROUN LEVEL 0887 R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE 5/8" /" 5/8" 5/6" R/8" RFB44ARSS004 (USE IN 4' & 6' SPACINGS) 5/6" , SIE PROFILE /8" 4'-0" '-0" '-0" 4'-0" PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: E-.0

8 TOP PROFILE eveloped By A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: '-0" CENTER OF GROUN POST 6'-0" RAFTER SPACING R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE 96'-0" CENTER OF GROUN POST , TOP PROFILE PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: = LOCATION OF CABLE TO RAFTER CONNECTION (0887) F-.0

9 eveloped By ETAIL LOCATION CALL-OUTS A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: [G4-.0 VIEW ] PEAK CABLE CONNECTION [G-.0 VIEW 4] STRUT TO RAFTER CONNECTION [G-.0 VIEW ] GROUN POST TO ARCH & [G-.0 VIEW ] IAGONAL STRUT TO GROUN POST [G-.0 VIEW ] HAT CHANNEL TO GROUN POST CONNECTION [G4-.0 VIEW 4] CABLE TO RAFTER CONNECTION R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE [G-.0 VIEW ] PEAK INSERT / TOP LATERAL BRACE [G5-.0] RAFTER SPLICE CONNECTION [G-.0 VIEW ] PURLIN TO RAFTER CONNECTION , ETAIL LOCATION CALL-OUTS [G4-.0 VIEW ] CABLE TO GROUN POST CONNECTION [G4-.0 VIEW ] CABLE ASSEMBLY PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G-.0

10 eveloped By CONNECTION ETAILS (x) /4" WASHER (FAME6B) (x) /4" HEX NUT (FALB0B) COMMON PURLIN (TOP STYLE) RFB44ARSS004 COMMON PROFILE ARCH A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: COMMON PROFILE ARCH 0850 CABLE BRACKET (EN RAFTERS ONLY) - (x)/" x " HEX BOLT & NUT (A5) (0477) (x) /" WASHER (FAME09B) PEAK INSERT CFG00PINSS0 GROUN POST (x4) /" x " HEX BOLT & NUT (A5) (0477) (x8) /" WASHER (FAME09B) [G-.0 VIEW ] PEAK INSERT / TOP LATERAL BRACE #4 x /" TEK SCREW (FA4484B) PURLIN [G-.0 VIEW ] GROUN POST TO ARCH RAFTER R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE RAFTER CHOR (x) 5/6" x " HEX BOLT (FAG0B) (x) 5/6" LOCKNUT (FALF7B) , CONNECTION ETAILS [G-.0 VIEW ] PURLIN TO RAFTER CONNECTION STRUT (0896) [G-.0 VIEW 4] STRUT TO RAFTER CONNECTION PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G-.0

11 eveloped By CONNECTION ETAILS [G-.0 VIEW ] HAT CHANNEL TO GROUN POST CONNECTION [G-.0 VIEW ] IAGONAL STRUT TO GROUN POST A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: RAFTER GROUN POST (x) 5/6" x /" HEX BOLT (FAG40B) (x) 5/6" WASHER (FAME07B) (x) 5/6" LOCKNUT (FALF7B) HAT CHANNEL GROUN POST R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE #4 x /" TEK SCREW (FA4484B) (0887) NOTE: BOTTOM WILL BE BOLTE TO SECON GROUN POST. (RILL ALL MOUNTING HOLES IN THE FIEL.) , CONNECTION ETAILS PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G-.0

12 eveloped By [G4-.0 VIEW ] PEAK CABLE CONNECTION [G4-.0 VIEW ] CABLE ASSEMBLY CABLE ETAILS A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: /" TURNBUCKLE (0489) - - (x) EYE BOLT (08868) (x) LOCK WASHER (FAMA8B) (x) /8" HEX NUT (FALB04B) RAFTER /4" THIMBLE (AS084) /4" CABLE (AR060) CABLE ASSEMBLY AS67 (SHACKLE) /4" CABLE CLAMPS (AS004) /4" THIMBLE (AS084) /4" CABLE CLAMPS (AS004) CABLE ASSEMBLY RAFTER CABLE ASSEMBLY #4 x /" TEK SCREW (FA4484B) PURLIN R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE 0850 CABLE BRACKET CABLE ASSEMBLY RAFTER AS67 (SHACKLE) RAFTER CABLE PLATE (0887) CABLE ASSEMBLY , CABLE ETAILS PMWorks Project: GROUN POST [G4-.0 VIEW ] CABLE TO GROUN POST CONNECTION [G4-.0 VIEW 4] CABLE TO RAFTER CONNECTION rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G4-.0

13 RAFTER SPLICE CONNECTION ETAIL eveloped By EXPLOE ETAIL VIEW ASSEMBLE ETAIL VIEW A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: , RAFTER SPLICE CONNECTION ETAIL R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE PMWorks Project: () /" x " HEX BOLT & NUT COMBO (0477) (4) /" WASHER (FAME09B) rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G5-.0

14 CORRUGATE POLYCARBONATE/EN CAP ETAIL eveloped By A ivision of 440 8th Ave. SW yersville, IA 5040 P: F: #4 x /" TEK SCREW (FA4484B) NEO BONE WASHER (09B) #4 x /" TEK SCREW (FA4484B) NEO-BONE WASHER (09B) RIGE CAP (06478) CORRUGATE POLYCARB CORRUGATE POLYCARB HORIZONTAL CLOSURE STRIP (04709) (x6) WAFER HEA SCREW (0855) CLOSURE STRIP R00096GPSS06 Structure escription: 0x96 GRN-H w/corrugate POLYCARBONATE COMMON PROFILE ARCH NOTE: THE "L" SHAPE EN CAP IS NOT SHOWN. RIGE CAP COMMON PROFILE ARCH PURLIN , CORRUGATE POLYCARBONATE/EN CAP ETAIL [G6-.0 VIEW ] RIGE CAP TO FRAME [G6-.0 VIEW ] CORRUGATE POLYCARB AN EN CAP TO FRAME PMWorks Project: rawings rawn By: Creation ate: 5/6/00 No. By: Revision ate: G6-.0