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GENERAL NOTES: 1. ALL STUD/TRACK MATERIAL SHALL CONFORM TO THE FOLLOWING: 16 GAUGE AND HEAVIER - 50 KSI MIN. YIELD PAINTED STEEL PER ASTM A570-GRADE 50 ASTM A607-GRADE 50 GALVANIZED STEEL PER ASTM A607-GRADE 50 + 10'-0" (MAX.) 18 GAUGE AND LIGHTER - 33 KSI MIN. YIELD o PAINTED STEEL PER ASTM A570-GRADE 33 W o ASTM A611-GRADE C GALVANIZED STEEL PER ASTM A446-GRADE A PURLIN w/ TRACK CAP HSS BEAM w/ HILTI DS 0.177 TO 2. ALL MISCELLANEOUS STEELS SHALL CONFORM TO THE FOLLOWING: BEAM, BOTH FLANGES. 0 20 TO 18 GAUGE - 33 KSI MIN. YIELD 16 TO 10 GAUGE - 50 KSI MIN. YIELD OU 0 Q a Q 3. ALL WELDING SHALL BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS, CERTIFIED FOR ALL APPROPRIATE DIRECTIONS PER AWS LATEST EDITION. WELDING RODS SHALL CONFORM TO THE " MAX ROOF SPAN 6'-0" - ADDED SUPPORT TO CENTER ROF SPAN FOLLOWING: 3/16 w o 18 GA. AND LIGHTER SHEET TO SHEET - E60XX A� ff ItCGtU, �0 VlVt 16 GA. AND HEAVIER SHEET TO SHEET - E70XX OR E6013 1 al"GIIi"C cl- HSS POST Design - Planning - Interiors w4. FASTENERS HAVE BEEN DESIGNED IN ACCORDANCE WITH AISI "SPECIFICATION PROVISIONS FOR 637 5th Avenue San Rafael, CA 94901 Of VERCO TYPE PLB-36, 20 GAGE, METAL = m SCREW CONNECTIONS . SPECIFIED FASTENERS ARE PROVIDED BY BUILDEX AND MUST BE USED 415-451-2500 415-451-2595 fax o LL UNLESS NOTIFIED AS TO ACCEPTABLE SUBSTITUTES. SPECIAL INSPECTION SHALL BE USED DECK WITH PNEUTEK SDK63 36/7 �a www.vmarch.com W WHERE REQUIRED. PATTERN AT SUPPORTS, AND PUNCHLOK LU 2"0 GSM DOWNSPOUT SIDELAP CONNECTIONS ® 18"c. VMI JOB NUMBER COof 5. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. DISCHARGE TO LANDSCAPING W ON CONCRETE SPLASH BLOCK "DIETRICH" 8" CSJ16 w/ 8" TRACK CAP 20049 CO IL 0 6. ALL STUDS FOR SUBMITTAL SHALL BE PUNCHED (i.e. WITH SPACING @ 24" O.C.) UNLESS GSM GUTTER CMU WALL BELOW NOTED OTHERWISE. d a AIR? T o 7. ALL CALCULATED STUD PROPERTIES, PER AISI SPECIFICATION (LATEST EDITION), ARE BASED ON 3/16" �� f a THE FOLLOWING THICKNESS TABLE: r a w 12 GA. - .1046; 14 GA. - .0747n + 7'-2 " (MAX.) • EMBED PLATE 16 GA. CAP o ¢ �R^D °° 18 GA. - .0478 -- --- ------------ ------ ----------------------------------- 16 GA. - .0598 o 111 � 20 GA. - .0359" 25 GA. - .0204" ° 2 - #4 CONTOwl . x , N - ----------- ------- ---------------- ---------------------- * No. C17928 LL w 8. LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER 2010 i REN. 10/31/23 Z~ CBC CHAPTER 22, DOES NOT CONTINUE FULL HEIGHT ON BOTH SIDES. BRIDGING SHALL BE d i �`� INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY SHOWN OTHERWISEZ a WITHIN THIS SUBMITTAL. OF CALZ�� o d CMU WALL �� ' ��' w 9. ALL NOTES FOR CLARIFICATION AND ASSUMPTIONS ARE CLEARLY MARKED AND MUST BE X X 1NONE s a APPROVED OR VERIFIED PRIOR TO INSTALLATION. X X U O d � 00 (7 = D U o C6 10. AXIALLY LOADED STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. SPLICES IN AXIALLY LOADED MEMBERS SHALL NOT BE PERMITTED. E4 W o 11. TEMPORARY BRACING REQUIREMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. m 12. ALL HOLDOWNS SHALL MEET THE REQUIREMENTS OF "SIMPSON" OR EQUAL. THE HOLDOWNS 15 Z 0 HAVE BEEN DESIGNED USING A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 2500 PSI. i THE HOLDOWN ANCHOR BOLT CRITERIA SHALL BE AS SET FORTH IN THE DETAILS PROVIDED IN o o THIS DRAWING PACKAGE. i 20 w U 13. ALL STEEL FRAMING MEMBERS ARE BASED ON THE REQUIREMENTS OF "DIETRICH" STEEL i HSS 800/16 l 0,Q FRAMING SYSTEMS WITH AN ICC-ES EVALUATION REPORT ER-4943P, REVISED JULY 2011. 01 o COMPLIES WITH 2010 CBC, CHAPTER 22A SECTION 2210A. I I o 14. ALL STUDS SHALL BE 6"x 20 GA CSN-C STUDS UNLESS OTHERWISE NOTED. W= 14 POST-BEAM-PURLIN CONN, SCALE:11/2"=1'-0" I I SLOPE 1/4:12 of CO v oof o o z> STEEL NOTES: o Q U o STEEL POST 1 RECORD DATES � 1. FABRICATION ERECTION & MATERIALS SHALL CONFORM WITH THE AISC SPECIFICATION FOR 7"x7"x" EMBED PLATE i DD SUBMITTAL 66 THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. i BLDG.SUBMITTAL 21412022 N m TOP OF CMU C,4 w i BID SET - _ 2. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A-36. ti 3f WCONTRACT SET Z o 3. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH "A.W.S." o I- STANDARDS: USING AWS A5.1 OR A5.5 E70XX ELECTRODES BY CERTIFIED WELDERS. i REVISIONS Z Q 3/ 16 > CU Z o 4. PIPE COLUMNS SHALL BE GRADE B ASTM-A53 OR A.P.I. - 5L. 3" � I Q o Q = 5. TUBE COLUMNS SHALL CONFORM TO ASTM A-500 GRADE B. � (D 10,-0 z 0 6. WRAP STRUCTURAL STEEL EMBEDDED IN CONCRETE WITH 6x6/#10x#10 WWF. " p =0 7. PLACE NON-SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD. 2 I >, a Q MINIMUM STRENGTH 5000 PSI AT 28 DAYS. #4 DOWELS m >z � Z 8. SUBMIT SHOP DRAWINGS BEFORE FABRICATING. ; �� M W o 1 �� y y LU o Q 9. BOLT - ASTM A307 TYPICAL UNLESS NOTED. �} ~I w o ASTM A325 HSB AS NOTED. I �� x��6 k3�6 x��6 CLIENT rn D2 1 Oa w L -- ------------------- --------------------------- - ----------------------- -cPRB MANAGEMENT INC p w_ I NI w -- -- - - - - 4709 Mangels Blvd. ---------------------- ----------------------- ----------------------- 0 9 NOTES 5 EMBED PLATE D ETA I L SCALE:11/2"=1'-0" o L Fairfield,CA 94534 � Q } )14 APITE :3560 ENTITY#: o11 U) ROOF DECK PROJECT 1 -0 p.) 15'-0' (WALL BELOW) 1 -0 TACO BELL co a- " 532 WEST HAMMER LN �I 0 17'-0" (ROOF) STOCKTON, CA. 95210 � pU E a z 00 APN#000-000-000 E > m0 co p Z = w w 14 o w 16 GA TRACK a STEEL POST a ICS Of o o 16 GA TRACK EMBED PLATE n O 0 a> + um, + CMU WALL + ENDEAVOR pw Co a SUCCESSOR M 11/13/2020 w a � p= Nt ? O z a C14 co co ROOF FRAMING mo p U' zZ W o PLAN & DETAILS co zLU = 1.5"x1.5%3"x16 GA CLIP w/ 3 - #10 SMS cu a o TO EA. LEG CO m ULU Luo ca z p_ C6 TE � 3 `� Jcr 20 BEAM CAP CONN, 16 CORNER POST LOCATION ROOF FRAMING PLAN SCALE:3"=1'-0" SCALE:11/2"=1'-0" SCALE:1/2"=1'-0" �� Qi�: