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GENERAL NOTE EPDXY DOWELS
<br /> ` ° ' ` CODE: SEATiLE BUILDING CODE — 2015 E�ITION EPDXY SHALL BE SIMPSON "EPDXY-TIE SET-XP" FROM SIMPSON STRONG-TIE PLEASANTON, CA.
<br /> ALL ASTM�S CALLED OUT ARE TO BE THE LATEST EDITION ANCHORING ADHESIVE SHALL BE A TWO-COMPONENT HIGH-SOLIDS EPDXY-BASED SYSTEM
<br /> SUPPLIED IN MANUFACTURER'S STANDARD CARTRIDGE AND DISPENSED THROUGH A STAIIC-MIXING
<br /> � ��. ` ` LIVE LOADS NOZZLE SUPPLIED BY THE MANUFACNRER. THE ADHESIVE ANCHOR SHALL HAVE BEEN TESiED AND
<br /> � BUILDING RISK CATEGORY II (IBC TABLE 1604.5) QUALIFIED FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE PER ICC-ES-AC308.
<br /> , . , DOWELS SHALL BE DEFORMED BAR PER "REINFORCING STEEL" NOTE ABOVE. PROVIDE SIZE AND
<br /> � GRAVITY LOADS: EMBEDMENT AS SPECIFIED ON PLANS AND DETAILS. D0INELS SHALL BE INSTALLED PER SIMPSON �
<br /> FLOOR . . . . . . . . . . . . . 50 PSF STRONG-TIE'S INSiRUCTIONS FOR SET-XP EPDXY-TIE ADHESIVE. a
<br /> „r-,m�rmrrm - LIGHT GAUGE S1EEL FRAMING �
<br /> � ' LATERAL LOADS: �
<br /> �� „ (EI 4 X 16 PURLINS SEISMIC . . . SITE CLASS "D" AS NOiED ON PLANS. 14 AND 16 GAUGE CONFORM TO ASiM A653, GRADE D. 18 GAUGE AND LIGHiER �� � �
<br /> 3 5/8" (20 GA� METAL D�T�AIL C 6 8'-0"o.c. SEISMIC DESIGN CATEGORY "D" CONFORM TO ASTM 446, GRADE A. MINIMUM SECTION PROPERTIES FOR SNDS ARE AS FOLLOWS:
<br /> 6� TRACK W/ #8 SCREWS IMPORTANCE FACTOR Ie = 1.0 6" X 18 GA.; Ix=1.652 IN4, Sx=.542 IN3, �
<br /> � 12"o.c. �STAGGERED] Ss = 1.407g Si = 0.538g 4° X 18 GA.; Ix=.934 IN4, Sx=.467 IN3, �
<br /> � ,�� Fn = 1.000 Fv = 1.500 3 5/8" X 18 GA.; Ix=.885 IN4, Sx=.472 IN3, � �
<br /> � l J ` " � Sos = 0.938 Sm = 0.538 � �
<br /> ` 9 9 WELDS: 'hELDING SHALL BE IN CONFORMANCE WITH AWS D 1.3-2008. UTILIZING E60XX OR E70XX I � �
<br /> ��; R = 2 (METAL STUD PARTITIONS) ELECiRODES. THE ENGINEER OF RECORD MAY REQUEST NON DESTRUCTI4E TEST TO VERIFY PROPER
<br /> �� fOUNDA7I0N WELDS. WELDING WILL BE PERFORMED BY WABO-CERTIFIED WELDERS. U
<br /> FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: nMgpZ z
<br /> (E� 4 X 76 PURLINS 2X MEMBERS . . . . . . . . . . . . . . H.F.#2 (Fb=1270 psi REP.) (2 X 6 OR LESS) c:S
<br /> "' FOOTING BEARING PRESSURE. . . . 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED �
<br /> C, � � � 8'-0"o.c. H.F.#2 {Fb=1035 psi REP.) (2 X 8 OR LARGER) �
<br /> STRUCTURAL FILL (33% INCREASE FOR WIND OR SEISMIC) ,�
<br /> 3 5!8" �16 GA� METAL STUDS 4X MEMBERS . . . . . . . . . . . . . . D.F.#2 (Fb=7080 psi) (4 X 10 OR LESS) w
<br /> LAiERAL EARtH PRESSURE: . . . . . 35 PCF EQUIVALENT FLUID PRESSURE (ACTIVE) z r
<br /> SUSPENDED FROM (E� ROOF �EI 2 X 6 6 24"o.c. D.F.#2 (Fb=990 psi) (4 X 12 OR LARGER) � � �, �
<br /> . 250 PCF EQUIVALENT FLUID PRESSURE (PASSIVE) z ¢ � � ^
<br /> 7RU85E5 W/ I2I #8 SCREWS ' ' ' ' 6X MEMBERS . . . . . . . . . . . . . . D.F.#1 �Fb=1350 psi� re ., T
<br /> COEFFICIENT OF FRICIION: . . . . . 0.35 LUMBER NOT NOTED TO BE . . . . . . D.F. 2 I � `' a ° �
<br /> � �� � EA JOIST # � �; - �, ,•
<br /> 0� �O � ALL EX7ERIOR FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINISH GRADE. SLABS AND BOLTS IN WaOD CONFORM WI7}i ASTM A307 � ��', 5 "�
<br /> 3 5/8" (20 �AI METAL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED TO 95% MAXIMUM � a �a � �
<br /> O / ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LAIEST �, a � �
<br /> `J R JOIST BLKG W/ (2� #8 DRY DENSITY PER ASTM D-1557. CONTRACTOR SHALL PR04IDE POSITI4E PERMANENT DRAINAGE EOITION." BOLT HEADS AND NUTS 6EARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD r a a��
<br /> � SCREWS EA END o OF BUILDING PERIMETER.
<br /> 'd � � Cl N
<br /> � CUT WASHERS. PLAiE WASHERS A MINIMUM OF 3" X 3" X 1/4' SHALL BE USED AT ALL SILL PLATE � � � � �
<br /> 3 5/8" {20 GAI METAL STUDS o ���� ANCHOR BOLTS. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT
<br /> f'c = 2500 psi FOR FOOTINGS & SLABS ON GRADE (UNINSPECTED - 5 1/2 SACK MIX) TIME OF INSTALLATION. ALL WOOD IN CONTACT WIiN CONCRETE SHALL BE PRESSURE TREAlED. ..
<br /> WORKING STRESS DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECIION ALL NAILS ARE "COMMON" UNLESS INDICATED OTHERWISE. MINIMUM NAILING PER IBC TABLE , �'
<br /> C/$1.1 3 5/S" �20 GAl METAL OF MATERIALS SHALL BE IN ACCORDANCE 'MTN THE IBC AND ACI CODE 318. PROPORTIONING 2304.10.1. S4S TYPICAL UNLESS NOTED OTHERWISE. SUBSTITUTION OF OTHER$ SPECIES WITHOUT ' n� A
<br /> JOIST9 A5 SHOWN OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WiTH 5° �`�
<br /> WRITTEN APPROVAL OF THE ENGINEER IS PROHI9ITED. MISCELLANEOUS HANGERS TO BE SIMPSON '
<br /> MAXIMUM SLUMP Wl-IICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WAiER. OR I.C.C. APPROVED EQUAL ALL CONNECTORS fOR PRESSURE TREATED LUMHER AND ALL NAILS IN !
<br /> 4 X 8 W/ SIMPSON FOR ADMIXNRES, SEE SPECIFICATIONS. 1/2" CHAMFER ALL EXPOSED EDGES, UNLESS INDICAiED EXTERIOR SHEATHING SHALL BE HOT-DIPPED GALVANIZED. NAIL ALL HOLES WI1H NAILS AS �
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<br /> CONCRETE EXPOSED TO WEATHER WI1H 3% TO 6� AIR BY VOLUME. N�� llliSl(.� S
<br /> $�.� 3/8• = i 0
<br /> BOLTED BRACKET RQNFORCING SiEEL NAILS SHALL BE COMMON, AMERICAN OR CANADSAN MANUFACTURED ONLY WI1H MINIMUM
<br /> CONNECTION PER ALL CONCRETE REINFORCING STEEL SHALL BE DEFOi2MED PER ASTM A615, GRADE 60 (fy=60,000 DIAMETERS AS FOLLOWS: I �'
<br /> FAN MANUFACTURER psi) EXCEPT ALL #4 SLAB DOWELS SHALL BE GRADE 40 (fy=40,000 psi). LAP CONTINUOUS MINIMUM NAIL SHANK MINIMUM ��,�� �r
<br /> REINFORCING BARS 30 BAR DIAMETERS, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS NAIL DESIGNAIION DIAMETER (IN) NAIL LENGTH ''y�' Cs � `�`��'.p `�r�
<br /> 8'-0"o.c. 8'-0"o.c. (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINF. DETAIL STEEL IN ACCORDANCE � �'�.t � f?y �-`
<br /> 8d 0.131"0 21/2" �y
<br /> WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". .� ..` � `�' a
<br /> 'NELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY 10d 0.148"0 3" I w w f��;il � � �
<br /> �EI 4X 18 PURLINS 6 8'-0"o.c. WI1H STANDARD ACI HOOKS.
<br /> 16d SINKER OR 12d 0.148"0 3 1/4" y. � `oh pj`�'
<br /> UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE: � ,�}. `tb�,� S�� �
<br /> 16d 0.162"4 3 7/2' ' ``��+ �
<br /> IEI PLYWOOD SHEATHING CONCRETE CAST AGAINST & ` ��, �,O
<br /> PERMANENiLY EXPOSED TO EARTH . . . . . . . 3 INCHES 20d 0.192"0 4" '
<br /> CONCREiE EXPOSED TO EAR1H OR WEATHER . . 1 1/2 INCHES (#5 BARS & SMALLER)
<br /> IE) 2 X 6 e 24"o.c. . . . .2 INCHES (({6 THRU #18 BARS) $II�pSON SiRONG-TIE HARDWARE
<br /> CONCRETE NOT EXPOSED TO WEAiHER ALL FRAMING HARDWARE SHALL BE SIMPSON S1i20NG-TIE OR ENGINEER APPR04ED EQUAL.
<br /> OR IN CONTACT WIiH GROUND . . . . . . . . . .3/4 INCHES (#11 BAR & SMALLER) CONTRACTOR SHALL INSTALL ALL FRAMING HARDWARE WITH SIZE, TYPE AND NUMBER OF
<br /> . . . . . . . . . 1 1/2 INCHES (#14 & #18 BARS) FASTENERS SPECIFIED BY THE MANUfACTURER. �„
<br /> MISC�lANEWS STEEL PLAlES SPECIAL CONDI7i0NS , �
<br /> MISCELLANEOUS SiEEL PLATES SHALL CONFORM TO ASTM A36 (fy=36,000 PSI). WELDS NOT CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF ANY UNUSUAL OR UNSAFE CONDITIONS �
<br /> / � SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY WABO CERTIFIED 1�1�ICH ARE DISCOVERED DURING CONSTRUCTION. SOME DETAILS WERE BASED UPON ASSUMED
<br /> WELDERS -- USE FRESH E70 ELECIRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR I.C.C. CONDITIONS SINCE THEY WERE NOT CLEARLY SHOWN ON ORIGINAL DRAWINGS. ANY � N
<br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — APPR04ED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS NOTEO DISCREPANCIES BETWEEN OUR DETAILS AND AC NAL CONDITIONS SHOULD BE CALLED TO OUR � � �
<br /> � � � � � �} OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL ATTENTION PRIOR TO CONTINUATION OF WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN
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<br /> - - - - - - - - HAVE MINIMUM EMBEDMENT PER IBC TABLE 1908.2. FIELD AtJD SHALL PROVIDE ADEQUATE SHORING ,�ND BRACING OF ALL SiRUCTURAL MEMBERS � � �
<br /> DURING CONSTRUCTION. CONTRACTOR SHALL NUIIFY ENGINEER OF ALL FIELD C A �
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<br /> J015TS 6 16"o.c. TRACK W/ (31 #10 SCREWS i SUSPENDED BIG ASS �
<br /> I � e 16"o.c. & �21 �10 SCREM(5 FAN
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<br /> �C 2017 BhT OESIGN & ENGINEERING, INC
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