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GENERAL NOTES: <br />(CONTINUED FROM SHEET NO. 1) <br />11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE <br />CADMIUM PLATED. BOLTS SHALL BE ASTM A-307 HOT DIPPED GLAVANIZED, MECHANICALLY <br />GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 300 SERIES STAINLESS STEEL. CONCRETE <br />ANCHOR BOLTS ARE SPECIFIED IN THE DETAILS. ALL WOOD SCREWS MUST COMPLY WITH <br />ANSI/ASME STANDARD B18.6.1 AHD AND AF&PA NDS-05 11.1.4. ALL LAG SCREWS MUST COMPLY <br />WITH ANSI/ASME B18.2.1 AND AF&PA NDS-05 11.1.3. ALL STEEL WASHERS TO BE ASTM F844 W/ <br />DIMENSIONS IN ACCORDANCE WITH ASME B18.22.1, TYPE A. ALL STEEL NUTS TO BE ASTM A563. <br />THE MINIMUM WASHER DIAMETER SHALL BE 1" FOR BOLTED CONNECTIONS. SCREWS AND BOLTS <br />WILL HAVE A MINIMUM EDGE DISTANCE OF 2X FASTENER DIAMETER. <br />12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. <br />13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN <br />THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES <br />(DETAILS U, AND X) MAY BE LOCATED ANYWHERE. <br />14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC- ESR 1730, 2196 OR <br />EQUIVALENT AND USE HEADS W/ DIAMETERS EQUAL TO #8 =41 #10 = 0", #12 = 2"AND #14 = 3"OR <br />STEEL WASHERS OF SIMILAR DIAMETER AND AS PER GENERAL NOTE #11 <br />15. STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING <br />ANALYSIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. <br />16. ALUMINUM SOLID ROOF PANELS ARE CLASS A FIRE RATED AS INDICATED BY THE EXCEPTION <br />#2 IN IBC SECTION 1505.2. <br />17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. <br />18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS (OTHER THAN <br />STAINLESS, ALUMINIZED OR GALVANIZED STEEL) OR ABSORBENT BUILDING MATERIALS, LIKELY <br />TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR <br />OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART 1-A <br />SECTION 6.7. <br />19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM <br />DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750 LBS AND THE POST SPACING SHALL NAT <br />EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTIOP <br />UPLIFT LOAD IS 1162 LBS FOR 90MPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM <br />PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE <br />ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DE( <br />TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDINC <br />AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, N12 OR AL. CONSTRUCTION OUT <br />OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. <br />20. All structures must comply with one of the following: <br />a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design <br />Category (SDC) A-D up to the maximum Ss noted in General Note #3. <br />b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 <br />Exception #1 do not require additional seismic analysis. <br />c. Structures not complying with (a) or (b) require additional engineering seismic analysis. <br />21. DRIFTING SNOW IS ADDRESSED IN DETAIL M4. SLIDING SNOW IS BEYOND THE SCOPE OF THIS <br />REPORT. <br />22. ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20%. ALL <br />SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. <br />23. WOOD USED IN CONNECTIONS SHALL BE PROTECTED FROM WEATHER AS PER IBC SECTION <br />1403.2 AND/OR 1503, WHICHEVER IS MORE STRINGENT. <br />24. AT LEAST ONE HORIZONTAL DIMENSION OF THE COVER (PROJECTION OR WIDTH) SHALL BE <br />LESS THAN 30' <br />GENERAL NOTES FOR LATTICE STRUCTURES: <br />(PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SC02-2009 AND LT01-2009 THRU LT03-2009.) <br />1. SEE GENERAL NOTE #3 FOR LIVE AND SNOW LOADS. <br />2. NOTE INTENTIONALLY LEFT BLANK. <br />3. SINGLE SPAN ATTACHED LATTICE STRUCTURES THAT DO NOT USE DETAIL L29 MUST COMPLY <br />WITH TABLE Ll AND L2 ON SHEET M5. <br />7 <br />C -1 <br />tz=E&&:as:>--a'\ ·'NOV 5 2012 bires 9/30102>, <br />OCT 20 2011 <br />5208 TENNYSON PARKWAY <br />SUITE 100 <br />DUILL,1119 rnVUUL RC, 11,L. <br />PLANO, TEXAS 75024 <br />DRAWN BY: <br />CMP <br />/ ¢AFALAAIS <br />1 PDTV/1[A It 11 <br />AA*gnedv..1,60' 7 <br />ON , <br />-\P G+ <br />6A1 91 <br />6/30/5014' <br />.J*jU<FOZEZI <br />S DEI <br />1 EXP¥6 <br />Z Amerimax <br />Dnn nnir, naanTIFTe wr <br />SCALE:DRAWING <br />OR PART GENERAL NOTES <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 3 of 60 NONE NAME <br />DATE:DRAWING SHEET <br />ENGINEERS STAMP EM'- 1.GN02-20091 2 OF 2