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<br /> TYPICAL DETAIL NOTES
<br /> PD
<br /> BOLTS PER SCHEDULE,
<br /> ADD BOLTS AS MAY BE � American Property Development,�nc.
<br /> REQ'D. FOR EVEN NUMBER 1�\ BEAM T�/pICaI D2tall NOtES: 11�16elevuenWA98004e550
<br /> BEAM � � 1. For structural desi n notes see sheet S0.02 thru S0.06.
<br /> � 9 �
<br /> (CONSULTANT'S LOGO AND ADDRESS)
<br /> ��
<br /> � A -� - � 1\�� a� 2. Architectural backgrounds are shown for reference only.
<br /> 1 The dimensions shown apply to structural elements only.
<br /> PLATE 3/8xAS For dimensions not shown, see architect of record submittal. �` '' � ` '� `� � '� ' '�� �'
<br /> PLATE 3/8�cAS REQ'D.xO'-8" , , „ 201 N. Maple Grove Ste. 100
<br /> REQ D.x 0-11 1/4 aoisE i�aHo s3�oa
<br /> FACE OF 3. Contractor shall field verify existing structural conditions. If any Phone(208) 342-7168
<br /> PLAN - UP TO 30� WEB OR PLAN - UP TO 30° TO 60� discrepancies are found, contractor shall contact the Architect LE JOB# 154191.00
<br /> FLG. TYP. and Structural En ineer before erforminry alterat101� WOrk. ALLSTRUCTURALDETAI USEDONTHIS
<br /> � C U T J p 7 PLAN ARE COPYRIGHT C� OF LOCHSA
<br /> ENGINEERING OF IDAHO.THE RE-USE OF
<br /> I—' � M I N. TYP. ANY DETAILS AND CONCEPTS IS NOT
<br /> � ~ ' 4. For all top of footing top of slab and slab on grade construction ACCEPTABLEWITHOUT�URITfENCONSENT
<br /> > > + OF LOCHSA ENGINEERING OF IDAHO.
<br /> z v z W-SHAPES SHOWN see foundation plan. �
<br /> .� � �
<br /> „ BEAM �,�,.. , ,,� �: ; ,�., :�, ���:�: ���,-.��-��3 �-� M. H F
<br /> i �-, ,��� �-� �� � , � .• � gp,,g-g- �3 �,,�g 5. Sub-grade material below slabs and footings shall be �,P ti
<br /> ��� iR�3 f �("a���.r i 9. P � Of qgH/N
<br /> ;� � �; .�-�-� � � �� � 11��� �.:�� ������ x-� �� � constructed as indicated by geo-tech report. o ��.� � N
<br /> _ � � =�� �LA���
<br /> ° o i � 6. For structural framing sizes, bottom of deck and top of steel �
<br /> � . _ � � � � I�����. _
<br /> �, � ��,-�� �, elevations, see plans.
<br /> ,,
<br /> -,� . � ��'s'(i 3548 � � .
<br /> � .w d ---- 7. For floor deck size, attachment, span direction,and finish °,�� RA� EN \��
<br /> � 2" c�P PLATE 3/8" MIN. OR � SS, �N`'
<br /> � CONNECTION OVER 30° � floor elevations, see plans. 03-29-1 �NA L
<br /> PLATE 3/8" WEB THICKNESS �
<br /> � � . _�� ,; , EXP.01107/202
<br /> MIN. OR BEND 8. For t ical bearin wall construction, see lans.
<br /> � � � �.
<br /> x .. �� � �� -��� ���...�� UNO. ` 't`Y `,/AR� - S�� ��.>= Yp� 9 P �
<br /> �^p� �° WEB f"""--y ```' ?"_ "� �''"`�"� COOrCIIClc�te IOCatIOCI WItII pIa11S al'1CI arCl'llt@CtUral. COPYRIGHT CQ2005, ALLRIGHTSRESERVED
<br /> '�?!�'�!���._�_e,�� ! t „,� ��'"�,��
<br /> - SEE BEAM CONNECTION PLAN - OVER 60� SUBMITTAU REVISIONS
<br /> SCHEDULE � UP TO 30° 9. For interior and exterior wall finishes, see architecturat.
<br /> # DATE DESCRIPTION
<br /> ' s5.2� ' 10. For all typical construction details not shown on this sheet, � 03/28/18 ADDENDA#1
<br /> see all "S5" series drawings.
<br /> TYPICAL ELEVATION
<br /> 1 � � 11. Coordinate all water proofing measures with architect.
<br /> DECK WELDING DETAIL SKEWED BEAM CONN . DETAIL BEAM TO COLUMN ,B 12. All light gauge steel framing shall have a yield strength of 50 ksi.
<br /> NO SCALE NO SCALE NO SCALE
<br /> CONNECTION SCHEDULE
<br /> B- SCREWS, DEPTH OF TRACK A- SCREWS TO B- SCREWS AT
<br /> BOXED HEADER TRACK SEE CONNECTION OR STUDS JAMB ANGLE
<br /> , TOP AND BOTTOM, CUT SCHEDULE
<br /> FLANGE AND BEND 1-ROW OF 4 4-SCREWS
<br /> WEBS, 3" MIN., FOR 12 INCHES EACH SIDE 8-TOTAL EACH LEG
<br /> CONNECTION TO JAMB 7/8" MIN. BETWEEN
<br /> SCREWS AND END OF 1-ROW OF 3 4-SCREWS
<br /> c�P HEADER WEB 10 INCHES EACH SIDE 6-TOTAL �
<br /> EACH LEG
<br /> BOXED HEADER, �
<br /> SEE SCHEDULES � � A- SCREWS,
<br /> ° SEE CONNECTION 1-ROW OF 3 3-SCREWS
<br /> SCHEDULE 8 INCHES EACH SIDE 6-TOTAL EACH LEG -f—+
<br /> �i � �
<br /> �
<br /> JAMB STUDS 6 INCHES 1-ROW OF 3 3-SCREWS �
<br /> EACH SIDE 6-TOTAL EACH LEG �
<br /> N
<br /> BEAM
<br /> ANGLE 2x2x18 GA. 3 5/8 INCHES 1-ROW OF 2 3-SCREWS �
<br /> FOR TYPICAL HEADER xJAMB DEPTH EACH SIDE 4-TOTAL EACH LEG � �
<br /> CONSTRUCTION, SEE . s
<br /> S5.22 ' �+
<br /> NOTE: �
<br /> 1. All exterior connections are to be made with #8 screws, uno. � � Z
<br /> 16 � � Q
<br /> � � �
<br /> KINKED BEAM CONNECTION 4 BOXED HEADER TO JAMB CONNECTION 5 �, Q- z
<br /> _
<br /> NO SCALE NO SCALE � (n
<br /> � Q
<br /> � �
<br /> � �
<br /> w
<br /> UPTURNED T125 TRACK � � �
<br /> UNO., USE SAME GA. AND � � W
<br /> DEPTH AS HEADER o W
<br /> STUDS UNO. TURN �
<br /> DOWN WHERE NEEDED �` a
<br /> z
<br /> �
<br /> m #10 SCREW AT 8
<br /> N
<br /> �, 24" OC. TYP. AT
<br /> o EACH HEADER
<br /> ti J
<br /> � STUD
<br /> _� w
<br /> � �
<br /> a
<br /> a �
<br /> � STEEL STUD BOX � —
<br /> � HEADER � (f� Q
<br /> � 8 z �—
<br /> � W -� W
<br /> �
<br /> w �
<br /> �� Q
<br /> � � ❑
<br /> � .
<br /> o #10 SCREW AT 24" OC. o � �
<br /> N TYP. EACH SIDE OF z � �
<br /> o TRACK O �—
<br /> ' � U
<br /> _ � U
<br /> �
<br /> � � � �
<br /> �� UPTURNED T150 �
<br /> � TRACK UNO., USE z � �
<br /> � SAM E GA. AN D O � �
<br /> � DEPTH AS WALL UNO. v (f�
<br /> m o w
<br /> �
<br /> 3 O �
<br /> � 0 �
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<br /> E ~ O w
<br /> � � � �
<br /> a NOTES. 5 ,
<br /> � 1 . For connection to jamb, see DRAWNBY
<br /> � S5.22 � 1 g ��
<br /> � 2. Contractor to coordinate insulation requirements at built-up sections
<br /> w SHEET NUMBER
<br /> � ¢ BOXED HEADER CONNECTION 6
<br /> '� a
<br /> � �
<br /> � � NO SCALE � ■
<br /> � �
<br /> � s
<br /> � N
<br /> O
<br /> � N
<br /> N CJ
<br /> FULL SIZE=24x36
<br /> HALF SIZE=1Tc18
<br />
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