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WOOD: <br />1. WOOD EXPOSED TO WEATHER: <br />12. <br />I 3. <br />CHEMICALLY PRESERVATIVE—TREATED WOOD <br />SHALL NOT BE USED IN CONTACT WITH <br />LIGHT—GAGE METAL DECK OR CURBS OR <br />EQUIPMENT. DECAY—RESISTANT REDWOOD OR <br />CEDAR MAY BE USED. <br />WOOD SHEATHING SHALL BE APA—RATED, WITH <br />EXTERIOR GLUE AND GRADED AS STATED IN <br />PLANS. <br />SPECIFIED WOOD SHALL BE SOUTHERN YELLOW <br />PINE N0. 1 OR DOUGLAS FIR LARCH SELECT <br />STRUCTURAL. <br />GEf� ERA� NOTES <br />c. SCREW LENGTH SHALL BE MINIMUM OF 3/4" AND <br />THE MINIMUM LENGTH REQUIRED FOR THE SCREW <br />TO EXTEND THROUGHT THE STEEL CONNECTION IS <br />A MINIMUM OF THREE (3) EXPOSED THREADS. <br />d. SCREWS SHALL CONFORM TO ASTM G1513. <br />e. MINIMUM SPACING IN A ROW IS 3". WHERE <br />CLOSER THAN 3" IS SPECIFIED, STAGGER SCREWS <br />INTO MULTIPLE ROWS SO THAT ANY INDIVIDUAL <br />ROW IS SPACED MINIMUM 3" O.C. <br />2. BOLTS: <br />a. BOLTS AND ASSOCIATED NUTS SHALL CONFORM <br />TO ASTM A307. <br />STEEL: b. BOLTS AND NUTS SHALL BE GALVANIZED OR <br />STAINLESS STEEL. <br />1. DIMENSIONAL STEEL: <br />3. WELDS: <br />STEEL REFERRED TO�� IN THESE PLANS AS a. WELDS SHALL BE PERFORMED BY AWS—CERTIFIED <br />"DIMENSIONAL STEEL SPECIFICALLY EXCLUDES WELDERS. <br />ANY STEEL LESS THAN 3/16" THICK. <br />12 <br />I 3. <br />DIMENSIONAL STEEL SHALL CORRESPOND TO <br />ASTM A36. <br />DIMENSIONAL STEEL USED IN EXPOSED <br />CONDITIONS SHALL BE GALVANIZED. <br />14. GAGE STEEL: <br />STEEL REFERRED TO IN THESE PLANS AS <br />"GAGE STEEL" SIGNIFIES MATERIALS GENERALLY <br />LESS THAN 3/16" THICK AND COMMONLY <br />REFERRED TO BY GAGE NUMBERS TO <br />DESIGNATE THICKNESS. <br />I5. GAGE STEEL USED IN EXPOSED CONDITIONS <br />SHALL BE GALVANIZED. <br />ISTEEL—TO—STEEL FASTENERS: <br />F I1. SCREWS: <br />r.i <br />� <br />SCREWS SPECIFIED AS #8, #10, #12, OR #14, <br />SHALL BE HEX HEAD, SELF—DRILLING SCREW <br />FASTENERS. <br />SCREWS SHALL BE COATED FOR EXTERIOR <br />EXPOSURE. SCREWS SHALL BE GALVANIZED OR <br />STAINLESS STEEL. <br />b. WELDS SHALL BE PERFORMED WITH AN E70XX <br />ELECTRODE. <br />STEEL—TO—WOOD FASTENERS AND WOOD—TO—WOOD <br />FASTENERS <br />1 <br />SCREWS: <br />SCREWS DRILLING INTO WOOD SHALL BE SIMPSON <br />SDS SCREWS AS MANUFACTURED BY SIMPSON <br />STRONG—TIE. <br />b. SIMPSON SDS SCREWS SHALL BE GALVANIZED. <br />c. SIMPSON SDS SCREWS SHALL BE OF SUFFICIENT <br />LENGTH TO PENEfRATE 1/2" MINIMUM INTO <br />FRAMING MEMBER RECEIVING THE TIP OF THE <br />SCREW. <br />d. MINIMUM EDGE DISTANCE IS 5/8". <br />e. MINIMUM SPACING IN A ROW IS 6". WHERE <br />CLOSER THAN 6" IS SPECIFIED, STAGGER SCREWS <br />INTO MULTIPLE ROWS SO THAT ANY INDIVIDUAL <br />ROW IS SPACED MINIMUM 6" O.C. <br />2. BOLTS <br />a. <br />b. <br />c. <br />BOLTS AND ASSOCIATED NUTS SHALL <br />CONFORM TO ASTM A307 <br />BOLTS AND NUTS SHALL BE GALVANIZED OR <br />STAILESS STEEL. <br />PROVIDE WASHERS AT ALL BOLT HEADS <br />AND NUTS. <br />CONNECTORS: <br />1. CATALOGUE—S1YLE FASTENERS: <br />CATALOGUE REFERENCE NAMES AND NUMBERS <br />REFER TO THE LATEST CATALOGUE PUBLISHED <br />BY SIMPSON STRONG TIE. MATERIALS SHALL BE <br />FURNISHED AND INSTALLED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. ANY <br />CONFLICTS SHALL BE BROUGHT TI THE <br />ENGINEER'S ATTENTION IN WRITING PRIOR TO <br />INSTALLATION. <br />2. CUSTOM—FABRICATED CONNECTORS: <br />CUSTOM—FABRICATED CONNECTORS SHALL <br />CONFORM TO STEEL SPECIFICATIONS IN THESE <br />SET OF DRAWINGS. <br />CONTRACTOR'S NOTE <br />CONTRACTOR MUST IMMEDIATELY CONTACT <br />ENGINEER IN CASE ANY CONDITIONS ARE <br />ENCOUNTERED WHICH WOULD PREVENT THE <br />INSTALLATION OF REINFORCEMENTS ACCORDING <br />TO PLAN; SUCH CONDITIONS INCLUDE, BUT ARE <br />NOT LIMITED T0, ANY DIFFERENCES BETWEEN <br />PLAN AND FIELD CQNDITIONS, UNMOVABLE <br />OBSTRUCTIONS, UNSAFE CONDITIONS, <br />UNEXPECTED CONDITIONS, ETC. <br />Rev. Date For <br />The Roof Reinforcer <br />nww.TheRoof7teinforcer.com <br />d3�1 Fast �Iain Street <br />s�tt� s <br />�'entura CA 930U1 <br />(805) 648-89A9 <br />Project Information <br />Pier 1 Imports 364 <br />1425 SE Everett Mall Way <br />Everett� 1�A� ,98208 <br />52Qb <br />Sheet �il�"��NAL <br />GENERAL <br />N OTES <br />Project No. 10802 <br />Drawn by CB <br />Checked by TM <br />Date 07/06/2015 <br />Scale NONE <br />Sheet No. <br />Sao� <br />