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<br /> � TRUSSES B 8'-0"o.c. U Q
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<br /> TRUSSES WJ SIMPSON U66 ' �- � �
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<br /> Y� 6005162-43 [S•2'7 CONT r TRUSS�S � 8'-0"o.c. � Q a
<br /> B.0_IEI LEDGE� , TRACK W/ (2) #8 SCREWS
<br /> � � �LEV • +19'-4" � � INTO EA STUD BNETWEEN T U�SES W/ �
<br /> � � �VERIFY) i SIMPSON LUS26 HGRS �
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<br /> � �i �o o� io � \ � �* ���-... STAGGER�DwS � 12"o.c., �A �ND
<br /> oi �0 6 X 6 HS� COL PER- \ 600St62-43 [�■2"] CONT �
<br /> � PLAN (3 PLACES) <,���..�.0�«��� 1.-�" --��� TRACK W/ I2� �S SCREWS '�' .
<br /> u R=19�INSULATION""
<br /> - � 3116- 9" i -- - � ; INTO EA STUD � � ^
<br /> • , �—� Walls,Above Grade "`
<br /> 3' TOP t/4 X 3 X 1'-0" PLATE � 1 1/2" r - - � � � � �
<br /> 3" BOTTOM C12 X ,20.7 PER PLAN � � � � • 6005162-43 M�TAL � � � "
<br /> o - 3/16 g�� SIDE W. 5.8 m X 6' EPDXY 3/$ X 4 X 0'-8�� W/ (2) 5/8"d X 5" W�DG� Mass R-9.5 ci � --- % �A�2 X 6REW9 � � � � o�w
<br /> STURS � 16"o.c. °� `� x �
<br /> _� � ANCHORS AS SHOWN —I— PLATE (WELDED) �OLTS (8 PLACESi � R-19ci .-�+ ;�� � .
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<br /> _ � Wood framed and other � `� � ��
<br /> — i�Y 600S162-43 CONT TRACK
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<br /> 6�� g�� � g�� ANCHORS AS SHOWN 6" �� "
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<br /> � � I t�NERAL NOTE LIGHT GAUGE S1EEL FRAMING
<br /> CODE: INTERNATIONAL BUILQING CODE -- 2015 EDITION AS NOTED ON PLANS. 14 AND 16 GAUGE CONFORM TO ASTM A653, GRADE 0. 18 GAUGE AND LIGHTER �� ���' s�4� �
<br /> � " ( NEW OPENING ( NEW OPENING I ALL ASTM'S CALLED OUT ARE TO BE THE LATEST EDITION CONFORM TO ASTM 446, GRADE A. MINIMUM SECTION PROPERTIES FOR STUDS ARE AS FOLLOWS: ��`-�, ���
<br /> :t - � 6 X 18 GA.; Ix=1.652 IN4, Sx=.542 IN3, '°�,.
<br /> , Ix=.934IN4, Sx=.467IN3,
<br /> � -- � �� LO�s 3n 5 8 8 X 18 GA.; Ix=.885 IN4, Sx=.472 IN3, -
<br /> BUILDING RISK CATEGORY II (IBC TABI.E 160�.5) / ♦^
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<br /> PLATE W/ (1I 5/8"� GRAVITY LOADS: WELDS: WELDING SHALL BE IN CONFORMANCE WITH AW5 D 1.3-2008. UTILIZING E60XX QR E70XX �
<br /> X 5" WEDGE BOLT SNOW . . . . . . . . . . . . . . GROUND SNOW LOAD Pg = 36 psf ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST NON DESTRUCTiVE TEST TO VERIFY PROPER W
<br /> o, o oi io o �o WELDS. WELDING WILL BE PERFORMED BY WABO-CERTIFIED WELDERS. �
<br /> �12 PLACE5j . . . . . . . . . . . . . . FLAT RQOF SNOW LOAD Pf = 25 psf �
<br /> � � r-' � SNOW EXPOSURE FACTOR Ce = 1.0 �
<br /> . . . . . . . . . . . . . . TI�iBER
<br /> . . . . . . . . . . . . . . SNOW IMPORTANCE FACTOR Is = 1.0 2X MEMBERS . . . . . . . . . . . . H.F.#2 (Fb=1270 psi REP.) (2 X 6 OR LESS) �
<br /> f I � ��2�� � ��2�� ��4 . . . . . . . . . . . . . . THERMAL FACTOR Ct = 1.0 H.F.#2 (Fb=1035 psi REP.) {2 X 8 OR LARGER) � �"� N
<br /> 4X MEMBERS . . . . . . . . . . . . . . D.F.#2 (Fb=1080 psi) (4 X 10 OR LESS) � ••J
<br /> . ;a � c� LATERAL LOADS: Q�
<br /> -� � � WIND . . . . . . . . . . . . . . Vult = 110 MPH Vasd = 85 MPH D.F.#2 (Fb=990 psi) (4 X 12 OR LARGER) �
<br /> . � � � . . . . . . . . . . . . . EXPOSURE "B" Kzt = 1.00 6X MEMBERS . . . . . . . . D.F.#t (Fb=1350 psi) � .
<br /> ' � - o � SEISMIC . . . . . . . . . . . . SITE CLASS "D" �� �� BOLBSI N WOOD CONFORME WITH ASTMDA 07 Z �
<br /> 12'-0" $-4 � SEISMIC DESIGN CATEGORY D Q r�
<br /> IMPORTANCE FACTOR Ie = 1.0 � �
<br /> - - � Ss = 1.420 S� = 0.546 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST �
<br /> 9 9 EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
<br /> o, o� �o �Q BASE PLATE DETAIL F� = 1.000 Fv = 1.500 CUT WASHERS. PLATE WASHERS A MINIMUM QF 3" X 3" X 1/4" SHALL BE USED AT ALL SILL PLATE � �
<br /> —� Sus = 0.947g Su� = 0.546g ANCHOR BOLTS. ALL NEW FRAMING LUMBER SHALL HAVE 19% MAXIMUM MOISTURE CONTENT AT � W .�
<br /> 1/2 X 6 X 0'-11" PLATE � R = 5 (SPECIAL REINFORCED MASONRY SHEARWALLS) TIME OF INSTALLATION. ALL WOOD IN CONTAGT WITH CONCRETE SHALL BE PRESSURE TREATED. � � �
<br /> � EPDXY ANCHORS t/2 � ALL NAILS ARE "CQMMON" UNIESS INDICATED OTHERWISE. MINIMUM NAILING PER IBC TABLE
<br /> _ FOUNDATION 2304.10.1. S4S TYPICAL UNLESS NOTED O1NER4YISE. SUBSTITUTION OF OTHERS SPECIES WITHOUT � W � �
<br /> ( - � FOUNDATION DESIGN WAS BASED ON THE FOLLOWING ASSUMED ALLOWABLE VALUES: W R I T T E N A P P R O V A L 0� T H E E N G I N E E R I S P R O H I B I T E D. M I S C E�L A N E O U S HA N G E R S TO BE SIMPSON � � W �
<br /> . FOOTING BEARING PRESSURE:. . . . 1500 PSF ON DENSE NATIVE MATERIAL OR COMPACTED OR I.C.C. APPROVED EQUA�. ALL CONNECTORS FflR PRESSURE TREATEQ LUMBER AND ALL NAIL,S IN �
<br /> - - - - - - - - - - -
<br /> S T R U C T U R A L F I L L (3 3� I N C R E A S E F O R W I N D O R S E I S M I C) �XTERIOR SHEATHING 5HALL BE HOT-DIPPED GALVANIZED. NAIL ALL HOLES WITH NAILS AS W � Ir�
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<br /> SPECIFIED B ANUFACTURER UNLESS NOTED OTHERWISE ON DRAWINGS.
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