Laserfiche WebLink
0 <br />�I <br />>I <br />e� <br />A <br />L0 <br />C <br />0 <br />0 <br />,2j <br />x <br />z <br />Lu <br />LL <br />ME FOUMING APPLY N E% 9110M OTHEMISEAl THE PRWC-6.) <br />55. TIMBER CONNECTORS CALLED OUT BY LETTER5 AND NUMBER5 5HALL BE "5TRON6ATIE" BY 5IMP50N COMPANY, A5 5PE61FIED IN <br />THEIR MOOD CONSTRUCTION 6ONNE6TOR5 6AfAL06 NO. 6R6-2011. ALTERNATE CONNECTORS 6ONFORMIN6 WITH IBC 5E6TION III <br />MAY BE USED 5U6JE6T TO REVIEW AND APPROVAL BY THE STRUCTURAL EN61NEER. A CURRENT IGG®ES REPORT AND A LI5T <br />5TATIN6 THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED 505TITUTTE5. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EN6INEERIN6 605T5 RELATIN6 TO REVIEW AND/OR RE-DE5I6N TO ACCOMMODATE <br />PROPOSED SUBSTITUTIONS. IN5TALL NUMBER AND SIZE OF FA5TENER5 AS SPECIFIED BY MANUFACTURER. 6ONNE6TOR5 5HALL BE <br />INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR 5TRAP5 CONNECT TWO MEMBERS, CENTER <br />STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS 5PE61FIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE <br />OF FA5TENER5 IN EACH MEMBER, ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO A5TM A301. INSTALL WA5HER5 UNDER THE <br />HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARIN6 ON WOOD. ALL 5HIM5 5HALL BE SEASONED AND DRIED AND THE SAME <br />6RADE (MINIMUM) A5 MEMBER5 CONNECTED. <br />ALL TIMBER 6ONNE6TOR5 IN CONTACT WITH FIRE RETARDANT TREATED WOOD OR PRE55URE®TREATED WOOD THAT U5E5 PRESERVATIVE <br />CHEMICALS OTHER THAN DOT 50DIUM BORATE (5% WITHOUT No5i02 5HALL BE MANUFACTURED FROM ZMAX STEEL BY 5IMP50N <br />(61b5 STEEL PER A5TM A655), OR TYPE 504 OR 516 5TAINLE55 STEEL. ALTERNATIVELY, 6ONNE6TOR5 CAN BE P05T HOT DIP <br />6ALVANIZED PER A5TM A123 OR MECHANICALLY 6ALVANIZED PER A5TM 1305, 6LA55 55 OR GREATER. 5TAINLE55 STEEL <br />FASTENERS SHALL BE USED WITH 5TAINLE55 STEEL CONNECTORS, AND HOT DIP 6ALVANIZED FA5TENER5 PER A57M A155 SMALL BE <br />USED WITH 6ALVANIZED CONNECTORS. <br />36. 5ELF-TI6HTENIN6 HOLDOWN SYSTEM SHALL BE DE516NEP BY THE MANUFAGTURER FOR THE LOADS AND 6ONDITION5 5HOWN ON THE <br />PRANIN65 AND SHALL BE FURNI5HEP AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. <br />5ELF-TI6HTENIN6 SYSTEM SHALL BE DE5I6NED TO ACGOMMODATE 5/8" OF 5HRINKA6E PER FLOOR. SHOP DRAWIN65 AND <br />6AL6ULATION5 SHALL BE PROVIDED AS A DEFERRED SUBMITTAL TO THE ARCHITECT AND STRUCTURAL ENGINEER PER 6ENERAL <br />STRUCTURAL NOTE <65N-I135>. SHOP PRANIN65 SHALL INDICATE LOCATIONS, LOAD CAPACITIES AND 5ELF-TI6HTENIN6 DEVICE <br />OF EACH HOLDOWN RUN. THESE PRODUCTS SHALL BE ONE of THE FOLLOWIN6: <br />AUTO TI6HT ROD SYSTEM U5IN6 THE "AT AUTOMATIC TAKE-UP 5HRINKA6E 6OMPEN5ATOR" TAKEUP DEVICE <br />MANUFACTURED BY 60MMIN5 MANUFA6TURIN6 INC, (I66®E5 REPORT NO. E5R®1544) <br />EARTHBOUND 5EI5MI6 HOLDOWN SYSTEM U5IN6 THE "5LA6KJA6K" TAKEUP DEVICE <br />MANUFACTURED BY EARTHBOUND CORPORATION (I66=E5 REPORT NO. E5R-264b) <br />ATS ANCHOR TIEDOWN 5Y5TEM5 U5IN6 THE "TUD "ATUD" 4 "CTUD" TAKEUP DEVICE <br />MANUFACTURED BY 5IMP50N 5TRON6®TIE (166-E5 REPORT NO. E5R=2320) <br />THE MANUFACTURER SHALL DE5I6N THE 5ELF-TI6HTENIN6 HOLDOWN SYSTEM SUCH THAT VERTICAL ELON6ATION, DEFLECTION, AND <br />MOVEMENT OF THE HOLDOWN 5Y5TEM AT EACH FLOOR DOES NOT EXGEED 0.15". VERTICAL ELON6ATION, DEFLECTION, AND <br />MOVEMENT SHALL INCLUDE ROD ELONGATION, BEARIN6 PLATE DEFLECTION RESULTING FROM WOOD PERPENDICULAR TO 6RAIN <br />COMPRESSION, AND TAKE UP DEVICE LOAD DEFORMATION AT SPECIFIED LOADS FROM THE HOLDOWN LOAD 56HEOULE OF 10/56.06 <br />TAKE UP DEVICE LOAD DEFORMATION SHALL INCLUDE TAKEUP DEVICE AVERA6E TRAVEL AND SEATING INCREMENT Q IN <br />AGGORDANCE WITH IGG ACCEPTANCE CRITERIA A6316. <br />SUBSTITUTES PROP05EP BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH CURRENT I66-E5 REPORT5. IN ADDITION, <br />SUBSTITUTIONS SHALL MEET I66-E5 ACCEPTANCE CRITERIA A6316. <br />51. WOOD FRAMIN6 NOTES: THE FOLLOWIN6 APPLY UNLE55 OTHERWI5E NOTED ON THE PRANIN65: <br />A. ALL WOOD FRAMIN6 DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM <br />NAILING SHALL CONFORM TO IBC TABLE 2304,10.1 OR CURRENT I66-E5 REPORT NERm212. COORDINATE THE <br />5IZE AND LOCATION OF ALL OPENIN65 WITH MECHANICAL AND ARCHITECTURAL DRAWIN65, INSTALL WA5HER5 <br />UNDER THE HEADS AND NUTS OF ALL BOLT5 AND LA6 SCREWS BEARING ON WOOD. IN5TALLATION OF LA6 <br />56REW5 SHALL CONFORM TO 2012 ND5 SECTION 11.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO <br />2015 ND5 5E6TION <br />B. WALL. FRAMIN6: TWO 5TU95 MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLE55 OTHERWISE <br />NOTED. INSTALL 50LID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO 5UPPORT5 BELOW. <br />ALL STUD WALLS SHALL HAVE THEIR LONER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d <br />NAILS AT 12"oo 5TA66ERED OR BOLTED TO CONCRETE WITH 31W DIAMETER ANCHOR BOLT5 @ 4'-O"oc <br />PER IBC 5E6TION 2306.6 (EMBED I"), UNLE55 OTHERH15E NOTED. 3" x 5" x 0.221" PLATE WA5HER5 SHALL <br />BE USED WITH ALL SILL PLATE- ANCHOR BOLTS AND INSTALLED PER AF4PA 59PW5m200b SECTION 4.5.6.4,5. <br />INDIVIDUAL MEMBERS OF BUILT-UP 5TUD P05T5 5HALL BE NAILED TO EACH OTHER WITH 16d Q 12"oo 5TA66ERED, <br />G. FLOOR AND ROOF FRAMIN6: INSTALL DOUBLE JOISTS SEPARATED BY 50LIP BLOGKIN6 EQUAL TO DEPTH OF STUDS <br />ABOVE UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE J0I5T LEN6`I?H AND AROUND ALL <br />OPENIN65 IN FLOORS OR ROOFS. INSTALL 50LID BL06KIN6 AT ALL BEARIN6 POINTS, TOENAIL J0I5T5 TO 5UPPORT5 <br />WITH TWO 16d NAIL5. ATTACH TIMBER J0I5T5 TO FLUSH HEADERS OR BEAMS WITH 5IMP50N METAL J0I5T HAN6ER5 IN <br />ACCORDANCE WITH NOTE5 ABOVE. NAIL ALL MULTI -JOIST BEAM5 TOGETHER WITH 16d ® 121[oc 5TA66ERED. <br />ROOF AND FLOOR 5HEATHIN6 SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED <br />AS 5HOWN ON THE PRANIN65. IN5TALL APPROVED PANEL E96E CLIPS CENTERED BETWEEN JOI5T5/TRU55E5 <br />AT UNBLOCKED ROOF SHEATHING E06E5. ALL FLOOR 5HEATHIN6 E06E5 SHALL HAVE APPROVED TON6UE-AND- <br />GROOVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOGKIN6. ALLOW 11a" SPACING AT ALL PANEL E.065 <br />AND EN95 OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOGKIN6 TO SUPPORTS WITH 16d @ 12"oo. AT BLOCKED <br />FLOOR AND ROOF DIAPHRA6M5, IN5TALL FLAT 2x BLOW N6 AT ALL UNFRAMED PANEL ED6E5 AND NAIL WITH <br />E06E NAILING SPECIFIED. <br />IN ACCORDANCE WITH IBC SECTION 1604.5.5, DECKS SHALL BE P05ITIVELY ANCHORED TO THE 5TRU6TURE BY <br />MEANS OTHER THAN NAIL5 SUBJECT TO WITHDRAWAL. ANCHOR WITH MINIMUM (1) 6516 STRAP AT EACH END ATTACHED <br />TO DECK JOISTS AND TO A 50LID BLOCKIN6 MEMBER WITHIN THE BUILDIN6. <br />D. WOOD 5HRINKA6E: THE PLUMBING FIRE PROTECTION DRAINA6E MECHANICAL, ELECTRICAL, GLADDIN6 AND OTHER <br />5Y5TEM5 INSTALLED WITHIN THE BUILDING 5HALL BE DE5I6NED AND CONSTRUCTED TO A660MM09ATE VERTICAL <br />5HRINKA6E AT THE WOOD FRAMIN6 LEVEL5. THE WOOD 5HRINKA6E AMOUNT SHALL BE ASSUMED TO EQUAL 316" FOR <br />EACH WOOD FRAMED FLOOR LEVEL. <br />E. NAILIN6: MINIMUM NAIL DIAMETER AND LEN6TH SHALL BE AS FOLLOW5: <br />NAIL 5IZE ON DRAWINGS DIAMETER AND LENGTH <br />5HEATHIN6 NAILS 6d 0.151" x 2 1/4" <br />lOd 0.146" x 2 1/2" <br />FRAMIN6 NAILS lOd 0,146" x 5" <br />16d 0.14a" x 5 1/4" <br />56. ALL TIMBER FA5TENER5 IN CONTACT WITH FIRE RETARDANT TREATED WOOD OR P 55URE®TREATED WOOD THAT U5E5 CHEMICALS <br />OTHER THAN DOT 50DIUM BORATE (SBX) WITHOUT No5102, SHALL BE P05T HOT DIP 6ALVANIZED PER A5TM A155. <br />801 SECOND "ENUE -SUITE 900 <br />SEATTLE, WA 98104 <br />P: 206/343-0460 <br />F: 206/343-5691 <br />PROJECT #: S132046-03 <br />DRAWN Y: JAT <br />CHECKED BY: Cmp <br />GENERAL <br />STRUCTURAL NOTES <br />