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Home My WebLink About440 Higgins Crowell Road - Ground Mount & Exterior Racking Structurer 6 B' 9g 9179 s in.I E 0 M c 00 00 0LQ I 'cc M Iq [26e SCALE 1 : 20 N0. FDRAWN. CHECKED: REVIEWED: APPF;OVED: 0 BushBr2/2712013 -T--bus r 4/3/2013 2 OskeTi 411012013 4 5 6 8 Increse Post Added Prelir REVISIONS: Client: Broadway Electric Company 295 Freeport Street Boston, MA 02122-3592 Ground Mount FS 2V x 11300 VUETi Exterior Racking Structure 3761 E. FARNUM PLACE I TUCSON,,6Z85706 TEL: (520)289-87DDIFAX: c52D,289-8as6 Dimensions and Specifications EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. WWW.SCHLETTER.US PROPRIETARY AND CONFIDENTIAL Project Site: Marguerite School 440 Higgins Crowell Rd West Yarmouth, MA 02763 DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, IN ACCORDANCE WITH STATE OF MASSACHUSETTS AMENDMENTS PER 780 CMR. LOADS: MODULE DEAD LOAD = 2.85 PSF SNOW LOAD = 15.4 PSF (BASED ON 35 PSF GROUND SNOW LOAD) Is= 0.80 Ce= 0.90 Ct= 1.20 Cs= 0.73 WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127!0510-e BASIC WIND SPEED = 120 MPH (3 SECOND GUST). EXPOSURE:C Iw = 0.77 INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS ±5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS ±5.0" POST HEIGHT VARIATION TOLERANCE IS ±0.40" POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS POST ROTATIONAL TOLERANCE <±7.00 ARRAY TILT ANGULAR TOLERANCE ±1.00 GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ALUMINUM: 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 2. ALL ALUMINUM SECTIONS SHALL BE 6105-T5. STEEL: 1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70) TORQUE: TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N -M (10.5 FT -LBS) M6 AND 114" BOLT TORQUE IS 6 N -M (4.5 FT -LBS) M8 AND 5116" BOLT TORQUE IS 14 N -M (10.5 FT -LBS) M10 AND 3/8" BOLT TORQUE IS 30 N -M (23 FT -LBS) M12 AND 112" BOLT TORQUE IS 50 N -M (37 FT -LBS) M16 AND 5/8" BOLT TORQUE IS 121 N -M (89 FT -LBS) M20 AND 3/4" BOLT TORQUE IS 244 N -M (180 FT -LBS) NOTE: RECOMMENDED SPEED FOR INSTALLATION OF SELF -DRILLING 1/4" DIAMETER SCREWS IS 1200-1800 RPMS. MODULE SIZE: RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1956 mm x 992 mm x 50 mm VERTICAL MODULE GAP: 23 mm HORIZONTAL MODULE GAP: 5 mm FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON PRELIMINARY GEOTECHNICAL REPORT/TESTING REQUIREMENTS BY TERRACON; PROJECT NO: J4129285 ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER IMMEDIATELY. Drawing Number: v.01 JOB NUMBER: v SHEET:1 of 2 SCALE: SEE DRAWING VIEWS RIF ILE 00Pas' OWN OF �� nl ®LI "H REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OIAMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMILIAC// HAT RONALD H. CHNEIDEF RUCTURA No. 45127 1111111111111 4110113 SCHNEIDERA.,-,,. STRUCTURAL ENGINEERS FIRM OFE)ICATION TO STRUCTURAL INNOVATION 1700 E. Ft. Lowell Rd #109 1 Tucson, AZ 85719 1520.512.8183 1- www.sastructural.com Project Number: 113144 UNLESS THIS DRAWING 15 SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION. to mjl � ti L o rn `i q I 'cc M Iq [26e SCALE 1 : 20 N0. FDRAWN. CHECKED: REVIEWED: APPF;OVED: 0 BushBr2/2712013 -T--bus r 4/3/2013 2 OskeTi 411012013 4 5 6 8 Increse Post Added Prelir REVISIONS: Client: Broadway Electric Company 295 Freeport Street Boston, MA 02122-3592 Ground Mount FS 2V x 11300 VUETi Exterior Racking Structure 3761 E. FARNUM PLACE I TUCSON,,6Z85706 TEL: (520)289-87DDIFAX: c52D,289-8as6 Dimensions and Specifications EMAIL: MAIL@SCHLETTER.US ISSUED BY: SCHLETTER INC. WWW.SCHLETTER.US PROPRIETARY AND CONFIDENTIAL Project Site: Marguerite School 440 Higgins Crowell Rd West Yarmouth, MA 02763 DESIGN CRITERIA: 2009 EDITION OF THE INTERNATIONAL BUILDING CODE, IN ACCORDANCE WITH STATE OF MASSACHUSETTS AMENDMENTS PER 780 CMR. LOADS: MODULE DEAD LOAD = 2.85 PSF SNOW LOAD = 15.4 PSF (BASED ON 35 PSF GROUND SNOW LOAD) Is= 0.80 Ce= 0.90 Ct= 1.20 Cs= 0.73 WIND DESIGN: DESIGN BASED UPON WIND TUNNEL TEST REPORT # RC 1127!0510-e BASIC WIND SPEED = 120 MPH (3 SECOND GUST). EXPOSURE:C Iw = 0.77 INSTALLATION TOLERANCES: LATERAL POST PLACEMENT IS ±5.0" TOTAL LATERAL DEVIATION OF POSTS WITHIN AN ARRAY IS ±5.0" POST HEIGHT VARIATION TOLERANCE IS ±0.40" POST VERTICALITY TOLERANCE <2.00 IN ALL DIRECTIONS POST ROTATIONAL TOLERANCE <±7.00 ARRAY TILT ANGULAR TOLERANCE ±1.00 GENERAL: 1. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERE TO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 2. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ALUMINUM: 1. ALL ALUMINUM SHALL CONFORM WITH THE LATEST ALUMINUM DESIGN HANDBOOK. 2. ALL ALUMINUM SECTIONS SHALL BE 6105-T5. STEEL: 1: ALL BOLTS AND WASHERS SHALL BE 304 STAINLESS STEEL CLASS 2 (A2-70). 2. ALL NUTS SHALL BE 316 STAINLESS STEEL CLASS 2 (A4-70) TORQUE: TORX BOLT FOR RAPID 2+ MODULE CLAMPS IS 14 N -M (10.5 FT -LBS) M6 AND 114" BOLT TORQUE IS 6 N -M (4.5 FT -LBS) M8 AND 5116" BOLT TORQUE IS 14 N -M (10.5 FT -LBS) M10 AND 3/8" BOLT TORQUE IS 30 N -M (23 FT -LBS) M12 AND 112" BOLT TORQUE IS 50 N -M (37 FT -LBS) M16 AND 5/8" BOLT TORQUE IS 121 N -M (89 FT -LBS) M20 AND 3/4" BOLT TORQUE IS 244 N -M (180 FT -LBS) NOTE: RECOMMENDED SPEED FOR INSTALLATION OF SELF -DRILLING 1/4" DIAMETER SCREWS IS 1200-1800 RPMS. MODULE SIZE: RACKING SYSTEM DESIGNED FOR MODULE SIZE: 1956 mm x 992 mm x 50 mm VERTICAL MODULE GAP: 23 mm HORIZONTAL MODULE GAP: 5 mm FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED UPON PRELIMINARY GEOTECHNICAL REPORT/TESTING REQUIREMENTS BY TERRACON; PROJECT NO: J4129285 ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. 2. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL ASPECTS OF THIS PROJECT. IF THE INSTALLER NOTICES ANY SOIL THAT HAS DIFFERENT DRIVING CHARACTERISTICS THAN EXISTED FOR TESTED DRIVEN POSTS, CONTACT THE ENGINEER IMMEDIATELY. Drawing Number: v.01 JOB NUMBER: v SHEET:1 of 2 SCALE: SEE DRAWING VIEWS RIF ILE 00Pas' OWN OF �� nl ®LI "H REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OIAMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMILIAC// HAT RONALD H. CHNEIDEF RUCTURA No. 45127 1111111111111 4110113 SCHNEIDERA.,-,,. STRUCTURAL ENGINEERS FIRM OFE)ICATION TO STRUCTURAL INNOVATION 1700 E. Ft. Lowell Rd #109 1 Tucson, AZ 85719 1520.512.8183 1- www.sastructural.com Project Number: 113144 UNLESS THIS DRAWING 15 SIGNED AND SEALED BY A LICENSED STRUCTURAL ENGINEER, IT IS A PRELIMINARY DESIGN AND SHALL NOT BE USED FOR CONSTRUCTION.