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1DOND '00 TECHNICAL SPECIFICATION NOTES V ill GENERAL 1. POOL ENCLOSURE STRUCTURE HAS BEEN DESIGNED IN CONFORMANCE WITH THE - IBC 2012/ASCE 7-10 FOR THE LOADING CRITERIA LISTED BELOW. 2. ALL DIMENSIONS AND DETAILS SHOWN HAVE BEEN OBTAINED FROM PARTIAL DATA&DRAWINGS SUPPLIED BY CCSI INTERNATIONAL INC.WITH NO SITE SURVEY/VISIT BY MEI. ACTUAL SITE DIMENSIONS bi SHOULD BE VERIFIED PRIOR TO FABRICATION OF ANY MATERIAL OR FIELD ADJUSTMENT PROVISIONS SHOULD BE MADE. 3. THESE DRAWINGS INDICATE THE MAJOR OPERATIONS TO BE PERFORMED,BUT DO NOT SHOW EVERY FIELD CONDITION THAT MAY BE ENCOUNTERED. THEREFORE,PRIOR TO BEGINNING OF WORK,THE CONTRACTOR SHOULD SURVEY THE JOB SITE THOROUGHLY TO MINIMIZE FUTURE FIELD PROBLEMS. CCS1 4. ENCLOSURE SHALL BE INSTALLED BY A CONTRACTOR EXPERIENCED IN SIMILAR WORK. CARE SHALL BE TAKEN IN THE INSTALLATION , ANY AND ALL MEMBERS IN ACCORDANCE WITH RECOGNIZED INDUSTRY INTERNATIONAL, INC• STANDARDS AND PROCEDURES. ALL APPLICABLE OSHA SAFETY GUIDELINES ARE TO BE FOLLOWED. MEI IS NOT PROVIDING FIELD INSTALLATION SUPERVISION. /^ 5. THE FOUNDATION SHALL BE DESIGNED BY OTHERS AS REQUIRED TO WITHSTAND THE LOADS IMPOSED _/ i� 51 n ,e �e/►1� v� BY THE NEW ENCLOSURE SHOWN ON THE DRAWINGS. {�(, S 6. THE PLANS AND DETAILS WITHIN DO NOT INCLUDE DETAILS OR DESIGN FOR DRAINAGE OR _/ /� WATERPROOFING OF EXTERIOR OR INTERIOR SURFACES OF THE BUILDING/STRUCTURE. U /' / /n /// �'^�y ./w RECEIVED 7. PANELS ARE ATTACHED TO STRUCTURAL MEMBERS WITH STEEL SCREWS AS PER PANELS MANUFACTURER </l ( ax w( (/ (/[ �'(/l REQUIREMENTS&RECOMMENDATIONS FOR LOADING. ENCLOSURE PANELS ARE TO MEET RATED LOADS /� / MAR 21 2018 AS PER MANUFACTURER SPECIFICATIONS. ,^ A n I 0 `il' �l/./_ 0(/,5 B. CONSULT CCSI INTERNATIONAL INC.CONSTRUCTION MANUAL FOR MORE DETAILS. ROOF PANELS CI OF OF2Q0 9. FASTENER HOLES IN ROOF PANELS THAT ARE NOT FACTORY DRILLED AND MUST BE DRILLED IN THE FIELD. 10.PANEL FASTENERS#14 TEK S.S.TO BE SPACED MAX.AT 24"O.C.AND AS PER PANELS MANUFACTURER REQUIREMENTS AT ALL SIDES OF PANELS. 11.PANELS ARE TO MEET RATED LOADS AS PER MANUFACTURER SPECIFICATIONS. D U N KEY RESIDENCE STRUCTURAL ALUMINUM & STEEL CODE COMPLIANCE 12.ALL FABRICATION AND INSTALLATION SHALL BE DONE IN ACCORDANCE WITH THE ALUMINUM ALL WORK SHALL BE PERFORMED AND MATERIAL INSTALLED IN ACCORDANCE ASSOCIATION"ALUMINUM CONSTRUCTION MANUAL AND SPECIFICATIONS". WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE 2709 WALTERS PORT LN. LOCAL GOVERNING AUTHORITIES. 13.ALL ALUMINUM ANGLE,CHANNEL,PIPE AND MISCELLANEOUS MEMBERS SHALL CONFORM TO ASTM 8308 SPECIFICATIONS ALLOY 6061-T6. CODE: IBC 2012/ASCE?-10 EXCELSIOR, MN SS331 14.ALL ALUMINUM PLATE MEMBERS SHALL CONFORM TO ASTM 8209 SPECIFICATIONS-ALLOY 6061-T6. 15.ALL STEEL BOLTS SHALL BE NEW 1/2"DIAMETER HIGH STRENGTH STAINLESS STEEL 316 BOLTS,BEARING TYPE'X'(THREADS EXCLUDED), UNLESS NOTED OTHERWISE.USE LOCKNUTS&FLAT WASHERS ON ALL - BOLTS. LOADING CRITERIA 9 16.ALL BOLTS SHALL BE TIGHTENED USING TURN-OF-THE-NUT METHOD. LIVE ROOF LIVE LOAD 20 psf 17.EXPANSION ANCHOR BOLTS AND TEK SCREWS SHALL BE AS CALLED FOR ON PLANS AND AS FLOOR LOAD N/A MANUFACTURED BY HILTI FASTENING SYSTEMS OR DEWALT ANCHORS OR APPROVED EQUAL. ANCHORS ROOF SNOW:.DAD 50 psf TO BE INSTALLED IN HOLES DRILLED WITH CARBIDE TIPPED DRILL BITS. INSTALL AND TORQUE BOLTS WIND WIND SPEED 115 MPH(3 SEC.) D RAW I N G INDEX AS PER MANUFACTURER'S RECOMMENDATIONS. _ RISK CATEGORY II 18.EXPANSION ANCHORS ARE TO BE INSTALLED INTO REINFORCED CONCRETE OR SOLID GROUTED BOND EXPOSURE D T01 TITLE SHEET AND TECHNICAL SPECIFICATION NOTES BEAMS WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. TOPOGRAPHY FArTOR Kzt=1.00 19.ALL WELDING SHALL BE DONE USING 5556 FILLER WIRE ELECTRODES AND IN ACCORDANCE WITH THE IMPORTANCE FACTOR I=1.00 S01 OVERALL STRUCTURAL PLAN VIEW AMERICAN WELDING SOCIETY(A.W.S.)STANDARDS AND SPECIFICATIONS. INTERNAL PRESSURE COEFFICIENT GCpi= f0.18 SO2 STRUCTURAL ELEVATION VIEW 68.38 psf(ROOF) 0 DESIGN COMPONENTS'?<CLADDING 43.51 psf(WALLS) S03 STRUCTURAL CROSS-SECTION VIEWS SEISMIC IMPORTANCE FA TOR Ie=1.00 SO4 STRUCTURAL CONNECTION DETAILS y OCCUPANCY CAI EGORY I SITECLAS5 "D° S05 STRUCTURAL CONNECTION DETAILS SPECTRAL RESPONSE Ss=0.05 g _ RESPONSE MODIF.FACTOR R= 3.5 "I hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional En ineer under the laws of the State of Minnesota." E. Mark License#2#2 MN License CCSI INTERNATIONAL INC. ROUE ENGINEERING INiERMO%, INC. 17950 PRESTON ROAD SUITE 720 DUNKLEY RESIDENCE DALLAS, TEXAS 75252-5635 (fox: 972-783-2578 (fox: 2583) TITLE SHEET AND TECHNICAL SPECIFICATION NOTES � _ www.maIoufengIneering.com 2709 WALTERS PORT LN. CCS1 L MEI PROJECT ID SHEET NUMBER REV. ®MQINC 2018 EXCELSIOR, MN 55331 INTERNATIONAL INC. o oz/15/le ISSUED FOR CONSTRUCTION IRS LKN MM r N0. DATE REVISIONS DRAWNENG'D.APP'D FEB 15, 2018 MN05355B-18V0 T01 0