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- . <br /> t <br /> S. F�e0, <br /> A: a sfa <br /> ' • ,�� SFA Design Group,��� <br /> ` PORTLAND,OR I LIVERMORE,CA I <br /> ") <br /> S SUET)), <br /> ed SEATTLE,WA <br /> FEB 2 3 2021 �o,�, 4�G 40 9 I www.slaa9.�m <br /> �ssIONA�-('ti <br /> CITY OF EVERETT <br /> Permit Services EXPIRES: 12/24/20 <br /> CC <br /> 1. GENERAL STRUCTURAL NOTES: Q <br /> REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND FSI SMARTJACK SYSTEM INFO <br /> REQUIREMENTS SPECIFIC TO REFERENCED PROJECT. Ll.l <br /> CC <br /> MIN <br /> NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. PART DESCRIPTION COMMENTS STTRR YIELD MIN TENSILE Z W M ESS, Fy STRESS, F„ o <br /> 2. DESIGN CRITERIA: Z0 0 > co <br /> BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): SJ350T ASTM A500 GRADE C 31/2"0x0.165X'L' TRIPLE-COATED 50 KSI 55 KSI I= LU < CD <br /> 2015 INTERNATIONAL BUILDING CODE (IBC) IN-LINE GALVANIZED TUBE Q -03 cc <br /> 0 0 <br /> 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) ASTM A36 BENT R3/16x3x0'-6" 36 KSI 58 KSI 0 W co <br /> SJ350TPS4 ASTM A53 GRADE B 13/4"0x1/4"x1.38"L CONFINING RING (AT 35 KSI 60 KSI z co w <br /> DEAD LOADS: w co W <br /> ROOF DEAD LOAD 15 PSF INTERMEDIATE LOCATIONS) OR 0 2 rn w <br /> FLOOR DEAD LOAD 15 PSF �' > <br /> INTERIOR WALL DEAD LOAD 9 PSF SJ350TBBS4 ASTM A36 1.3/8x41/2x0'-5" BOTT BEAM SPLICE BRACKET STEEL BEAM 36 KSI 58 KSI LL O W <br /> WOOD WALL ALL DEAD LOAD 12 PSF (AT BEAM SPLICE & END LOCATIONS) W <br /> CONDITION <br /> LIVE LOADS: ASTM A36 R3/8x41/2x0'--5" TOP BEAM SPLICE BRACKET W/ 36 KSI 58 KSI <br /> RFLOF OOR ORSNOW LOAD 25 PSFLIVE LOAD (RESIDENTIAL) 40 PSF SJTBTS4 (4) ASTM A108 1/2"0X51/2" BOLTS W/ NUTS (ASTM A307 MIN) 36 KSI MIN 60 KSI MIN Q <br /> & ASTM A53 GRADE B 13/4"0x1/4x1.381 CONFINING RING (AT 35 KSI 60 KSI 2 <br /> 3. CARBON ARMOR WALL REINFORCING SYSTEM: BEAM SPLICE & END LOCATIONS) <br /> CARBON COMPOSITE: <br /> TENSILE STRENGTH: DESIGN VALUE = 98 KSI, SJ125ATR ASTM A108 GRADE 1018 11/4"oxREQ'D THREADED ROD 54 KSI 64 KSI <br /> TENSILE MODULUS: 9,150 KSI WELDED HEAVY HEX NUT <br /> EFFECTIVE PLY THICKNESS: 0.065 INCHES <br /> STRAP WIDTH: 7.25 INCHES SJ35OTI ASTM A108 GRADE 1018 31/2"0x1" TAPERED THREADED 54 KSI 64 KSI <br /> ARMORLOCK STRAP WIDTH: 3.00 INCHES ROD INSERT GENERAL NOTES <br /> SATURANT EPDXY: ASTM A36 R.1/2x31/2x0'-31/2" CONC FTG CONDITION 36 KSI 58 KSI <br /> TENSILE STRENGTH: 9-10 KSI SJ350BP ASTM A53 GRADE B 3.13"0x0.187"x3/4"L CONFINING RING PER PLAN 35 KSI 60 KSI REVISIONS <br /> TENSILE MODULUS 441.7 KSI <br /> ELONGATION AT BREAK %: 1.07% AISI/M 356.0-T6 I'L0.850x12x1'-0" CAST ALUMINUM CRUSHED STONE FTG <br /> FLEXURAL STRENGTH: 417.1 KSI SJAFTG BASE CONDITION PER PLAN 20 KSI 30 KSI <br /> NOTE: <br /> INSTALL PER MFR RECOMMENDATIONS PROJECT NO: <br /> M FR20-014 <br /> DESIGNED BY: <br /> MEK/DH <br /> DRAWN BY: <br /> �A MEK/DH <br /> CITY OF EV ET <br /> Permit#: B2012-025 <br /> REVIEWED FOR } k ,' Site Address: 4918 S 3RD AVE <br /> Owner: ORME-DOUTRE DANIEL DAVID&ELEANOR <br /> EVA <br /> Tenant: [TenName] <br /> App.Date: 12/18/2020 <br /> Proposed Use: RESIDENTIAL ALTERATIONS <br /> +HESE DOCUMENTS HAVF NO 1 LL-. Description: INSTALL SMART JACK SYSTEMS UNDER <br /> APPROVED FOR THE !SSG_ANCE OF CRAWLSPACE TO STABILIZE <br /> PUBLIC WORKS,MECHANICAL,FIRE , s�. <br /> SUPPRESSION,ELECTRICAL OR Reviewed By: '�1")`r- Date: ?AO" <br /> 1.UMSINC PERMITS. <br /> Office Set Job Site Set Fire/Planning Set <br /> ` \L\ <br />