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<br /> GENERAL NOTES: CONCRETE: ADHESIVE ANCHORS: ABBREVIATIONS �
<br /> .,.:
<br /> , 1. FOR POST-INSTALLED ADHESIVE ANCHORS WTO CONCRETE,PRODUCTS SHALL HAVE � '�
<br /> 1. DESIGN IS BASED ON THE INTERNATIONAL BUILDIN�CODE,IBC 2015 AND THE STATE OF WASHINGTON AMENDMENTS. �• ALL CONCRETE WORK SHALL COMPLY WITH PROVISIONS OF ACI 318-14,ACI 315-05,AND ACI 301-10,AND THE INTERNATIONAL BUILDING BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI355.4 AND ICC-ES AFF ABOVE FINISHED FLOOR LG LONG �
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PROJECT DRAWINGS AND SPECIFICATIONS. CODE AC308, PRE-APPROVED ADHESIVES INCLUDE: ACI AMERICAN CONCRETE INSTITUTE LLN LONG LEG HORIZONTAL
<br /> 2, CONCRETE SHALL BE NORMAL WEIGHT CONCRETE
<br /> 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONNECTIONS,EMBED PLATE CONCRETE STRENGTHS(AT 28 DAYS)SHALL BE AS FOLLOWS: A, SIMPSON STRONG-TIE"SET XP"(ICC-ES ESR-2508) AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION LLV LONG LEG VERTICAL � �
<br /> AND ANCHOR BOLT LOCATIONS FROM EQUIPMENT MANUFACTURER'S APPROVED B. HILTI HIT-HY 200-R(ICGES ESR-3187) AISI AMERICAN IRON AND STEEL INSTITUTE LP LOW POINT
<br /> DRAWINGS AND STEEL FABRICATOR'S ANCHOR BOLT AND EMBED PLATE SETTING PEDESTRIAN AND UTILITY TUNNELS F'c C. HILTI HIT-RE 500 V3(ICC ESR-3814)
<br /> PLANS,WHICH HAUE BEEN APPROVED BY THE ARCHITECTIENGINEER. (BASE SLAB,WALLS,AND ROOF) - - _ - - - - 5000 PSI 2. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTED ABOVE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE LT GA LIGHT GAGE �'
<br /> 4. THE CONTRACTOR SHALL WORK STRUCTURAL DRAWINGS TOGETHER WITH SLABS-ON-GRADE - - - - - - - - - - - - - - - - 5000 PSI MAY BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD(EOR) ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
<br /> ARCHITECTURAL,MECHANICAL,PLUMBING,ELECTRICAL AND CIVIL DRAWINGS TO FOR REVIEW, SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS MATL MATERIAL
<br /> LOCATE RECESSED SLABS,SLOPES,DRAINS,EAGLES,BOLT SETTINGS,GRADES,ETC. HAVING A CODE REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
<br /> ANY DISCREPANCIES SHALL BE CALLED TO THE ATfENTION OF THE ELEVATED SLABS - - - - - - - - - - - - - - - - - 4000 PSI APPLICATION. SUBSTITUTION REQUESTS SHALL INCLUDE CALCULATIONS MAX MAXIMUM . 4'
<br /> ARCHITECTIENGINEER BEFORE PROCEEDING WITH THE WORK, DEMONSTRATING THE SUBSTITUTION IS THE EQUIVALENT CAPABLE OF ACHIEVING AWS AMERICAN WELDING SOCIET`( �
<br /> MECH MECHANICAL '"'`
<br /> FOUNDATIONS(LOWER MAT NOT EXPOSED) - - - - - - - - - 6000 PSI r.' •
<br /> PERFORMANCE VALUES OF THE PRE-APPROVED PRODUCTS. AB ANCHOR BOLT MFR MANUFACTURER
<br /> 5. THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE FOUNDATIONS(TOPPING MAT NOT EXP4SED) - - - - - - - - - 5000 PSI
<br /> INTERACTION OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, 3. ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S L ANGLE
<br /> SHORING,AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLEfE THE WALLS,FOUNDATIONS(EXTERIOR EXPOSIJRE)- - - - - - - - - - - - — 5000 PSI INSTRUCTIONS. THE CONTRACTOR SHALL CONTACT THE MANUFACTURER FOR MID MIDDLE
<br /> PRODUCT INSTALLATION TRAININ�. APPROX APPROXIMATE MTL METAL
<br /> WORK. ALL OTHER CONCRETE(EXTERIOR EXPOSURE) — - - - - - - - - - - - - — 5000 PSI �
<br /> 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ARCH ARCHITECT;ARCHITECTURAL MIN MINIMUM �
<br /> ORDERING ANY MATERIALS AND SHALL NOTIFY THE ARCHITECTIENGINEER IF THEY'RE DIFFERENT ALL OTHER CONCRETE(NOT EXPOSED) - - - - - - - - - - - - - - 4000 PSI 4. MINIMUM EMBEDMENT FOR ADHESIVE ANCHORS SHALL BE AS FOLLOWS,UNO; .
<br /> FROM WHAT IS SHOWN ON THE DRAWINGS. 112"DIA=4112" 3t4"DIA=6 3t4° @ AT MISC MISCELLANEOUS ��
<br /> 7, THE CONTRACTOR SHALL REVIEW THESE DRAWINGS AND VISIT THE PROJECT SITE BEFORE 3, CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM, l8"DIA= 1" = MCJ MASONRY CONTROL JOINT
<br /> CONSTRUCTION BEGINS TO COMPARE ALL EXISTING CONDITIONS WITH WHAT IS SHOWN ON
<br /> THESE DRAWINGS. IF THERE ARE CONDITIONS WHICHARE DIFFERENT FROM WHAT IS SHOWN, 4, CONCRETE PROTECTION FOR REINFORCWG BARS: BM BEAM MW(XX) MASONRY WALL REINFORCING(TYPE)
<br /> THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED, STRUCTURAL ELEMENT CLEAR COVER P O S T I N S TA L L E D EX PA N S I O N A N C H O R S. BLT BOLT MP(XX) MASONRY PIER(TYPE) �
<br /> g. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE Bl;BOTT BOTTOM MC XX MASONRY COLUMN TYPE ''�"
<br /> ARCHITECTIENGINEER TO ENSURE THAT THE CONTRACTOR'S UNDERSTANDING OF THESE FOOTWGS,(CAST AGAINST& 1, EXPANSION ANCHORS SHALL BE ANY OF THE FOLLOWING OR APPROVED EQUAL � � � � r� '
<br /> DRAWINGS AND PLAN FOR THE WORK IS IN ACCORDANCE WITH THE DESIGN INTENT AND TO PERMANENTLY EXPOSED TO EARTH) - - - - 3 INCHES CDF CONTROLLED DENSITY FILL �
<br /> CLARIFY ANY QUESTIONS THAT THE CONTRACTOR MAY HAVE. A. SIMPSON STRONG BOLT 2 CIP CAST-IN-PLACE
<br /> 9. SECTIONS AND DETAILS ARE SHOWN TO INDICATE SPECIFIC CONDITIONS,WHERE SECTIONS ARE NOTED FOOTINGS AND WALLS(CAST-IN-FORMS B. HILTI KWIK BOLT 3 NA;N/A NOT APPLICABLE
<br /> TO BE TYPICAL,THESE SECTIONS OR DETAILS SHALL APPLY TO OTHER SIMILAR LOCATIONS.ANY PERMANENTLY EXPOSED TO EARTH) - - - - - - - - 2 INCHES C. POWER-STUD+SD1 CL;CIL CENTERLINE NTS;N,T.S, NOT TO SCALE •
<br /> LOCATION IN QUESTION SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. SLABS(IN CONTACT WITH EARTH) - - - - - - - 2 INCHES 2. EXPANSION ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS CLR CLEARANCE;CLEAR NGVD NATIONAL GEODETIC VERTICAL DATUM �
<br /> 10. THE STRUCTUR,4L ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE MEANS; SLABS(EXPOSED TO WEATHER) - - - 1112 INCHES COL COLUMN .,
<br /> MEfHODS,TECHNIQUES,SEQUENCES,NOR PROCEDURES OF CONSTRUCTION SELECTED BY THE SLABS ABOVE GRADE - - - - - - - - - - - - - - - 3/4 WCHES 3� MINIMUM EMBEDMENT LENGTH FOR EXPANSION ANCHORS SHALL BE AS FOLLOWS: CONC CONCRETE
<br /> ' CONTRACTOR,OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE OC;O,C. ON CENTER
<br /> CONTRACTOR.THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF PEDESTALS(TO TIES) - - - - - - - - - - 2 iNCHES 318"�J=3112" 1/2"�=4112" CONN CONNECTION OPNG OPENING
<br /> TNE CONTR,4CTOR TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE WITH THESE 518"PJ=5112" 1/4"�J=61/2°
<br /> DRAWINGS. BEAMS(TO STIRRUPS) - - - - - - - - - - - - - - - 1 112 INCHES CONT CONTINUOUS OPP OPPOSITE �
<br /> 11, THE WTENT OF SITE VISITS ARE FOR THE STRUCTURAL ENGINEER TO BECOME FAMILIAR W1TH THE COLUMNS ABOVE GRADE(TO TIES) - - - - - - - - - - - - - - 1 112 INCHES COORD COORDINATE OPP HND OPPOSITE HAND :`��`'
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<br /> QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS CMU CONCRETE MASONRY UNIT �
<br /> PROCEEDING IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 5 ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND SHALL BE LAPPED ONE FULL MESH D E B R I S M I T I GAT I O N . �� CONTROL JOINT
<br /> QTY QUANT�TY
<br /> 12. ELEVATIONS: PANEL PLUS 2 INCHES AT SIDES AND ENDSAND WIRED TO�ETHER.
<br /> CG(XX) CONCRETE COLUMN PROJ PROJECTION �
<br /> FINISHED GROUND FLOOR EL=100'-0° 6. ALL REINFORCING STEEL SHALL BE PLACED WITHIN TOLERANCES SPECIFIED�N ACI 315-99 1. CONTRACTOR SHALL COORDINATE WITH OWNER FOR DEBRfS MITIGATION AND �
<br /> FINISHED GROUND FLOOR REF EL-548'-0"N,G.V.D,(SEE CIVIL DWGS) CLEAN-UP REQUIREMENTS FOR ALL CONSTRUCTION ACTIVITIES AFFECTING AREAS �
<br /> 7. ALL REINFORCWG STEEL REBAR SHALL CONFORM TO ASTM A615 GRADE 60, WITHIN THE EXISTING OPERATIONAL BUILDING, DET DETAfL LB;# POUND
<br /> 13. HATCH LID SAFETY SYSTEM: DIAG DIAGONAL �
<br /> EACH ALUMINUM HATCH TO INCLUDE REQUIRED BOEING SAFETY FEATURES,INCLUDIN�(2)- PLF POUNDS PER LINEAR FOOT
<br /> PNEUMATIC LIFiING ASSIST CYLINDERS,SEE SPEC SECTION 05 500"METAL FABRICATION" PER 8: REINFORCWG LAP SPLICE TABLE: DIA DIAMETER PSF POUNDS PER SQUARE FOOT
<br /> APPROVED MOCK-UP STUDY. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12"OF DWG DRAWING •
<br /> A L U M I N U M . PSI POUNDS PER SQUARE INCH �
<br /> FRESH CONCRETE IS CAST BELOW THE BAR. DF DROPPED FOOTING �f'��:
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<br /> S T R U CT U RA L S T E E L. 1. DESIGN AND FABRICATION SHALL BE W ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL"SPECIFICATION AND GUIDLINES •
<br /> LAP SPLICE LENGTH-NORMAL WEIGHT FOR ALUMINUM STRUCTURES," RAD RADIUS
<br /> EA EACH REF REFERENCE
<br /> 1. DESIGN,FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH BAR SIZES(#) 2. PROTECT AND ISOLATE ALUMINUM FROM OTHER MATERIALS.ALUMINUM CANNOT BE IN CONTACT WITH CARBON STEEL, EL;ELEU ELEVATION
<br /> THE AISC STEEL CONSTRUCTION MANUAL;15TH EDITION.THE STRUCTURAL FRAME FABRICATOR LEAST CONCRETE OTHER DISSIMILAR METALS,CONCRETE,GROUT,MORTAR,CLAY BRICK,OR DIRECTLY BURIED IN THE GROUND. REINF REINFORCED;REINFORCING �
<br /> SHALL BE AISC CERTIFIED FOR STEEL BUILDING STRUCTURES(STD)OR INCLUDE,AT THE COVER AT BAR 3 4 5 6 7 8 9 10 11 3, ALUMINUM PLATES SHALL BE 70-75-T651 WITH THE FOLLOWING SPECIFICATION AND STRENGTHS UNO: EQUIP;EQMT EQUIPMENT
<br /> REQD REQUIRED . �
<br /> FABRICATORS EXPENSE,INSPECTION SERVICES NECESSARY TO INSURE THAT THE SHOP PLATE THICKNESS=1"TO 2"----- Ftu(TENSILE ULTIMATE STRENGTH)=76 KSI EW EACH WAY
<br /> PROCEDURES AND FABRICATION COMPLIES WITH DRAWINGS AND SPECIFICATIONS.SPECIFICALLY,
<br /> 3° 15" 20° 24" 29" 42" 48" 55" 65° SO° Fy(YIELD STRENGTH)=67 KSI ''
<br /> ALL WELDED CONNECTIONS SHALL BE INSPECTED AND TESTED BY A CERTIFIED TESTING AGENCY. 2" 15" 20" 24" 29" 46° 61" 77" 97" 120° (AMS 4045 AND AMS-QQ-A-250112) EXIST;(E) EXISTING
<br /> SCHED SCHEDULE
<br /> 2. ALL STRUCTURAL STEEL SHALL HAVE THE FOLLOWiNG ASTM SPECIFICATION AND � EXP EXPANSION
<br /> YIELD STRENGTHS UNO: m 1 112" 15° 20" 25" 36" 62" 81° 102" 130" 160" PLATE THICKNESS=2"TO 2.5" --- Ftu(TENSION ULTIMATE STRENGTH)=75 KSI SHT SHEET ��
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<br /> o Fy(YIELD STRENTH)=64 KSI EJ;EXP JT EXPANSION JOINT SIM SIMILAR �
<br /> ANGLES&MISC.STEEL ------------ FY=36 KSI(A36) �- 314" 18" 32° 50" 73° 106" 121° 136" 153° 170° (AMS 4045 AND AMS-QQ-A-250112) :
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<br /> PLATES&TRANSV.BARS ------------ FY=50 KSI(A572) EXTERIOR SPEC SPECIFICATION
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<br /> WS"APES ----------------- �=5°KS'�A�Z, — LOADI NG CRITERIA. SQ SQUARE '
<br /> 3" 12" 15" 19" 23" 33" 37" 42" 50" 62" "
<br /> CHANNELS,ANGLES&MISC.STEEL --------- FY=36 KSI(A36) FBA FLAT BAR ANCHOR SF SQUARE FEET
<br /> HSS TUBE STEEL(RECTANGULAR) --------- FY=46 KSI(A500 GR.B) 2" 12° 15" 19" 23" 36" 47" 59" 75° 92" 1. TRENCH COVERS,WALLS,AND FOUNDATIONS WORST CASE OF THE FOLLOWING: FBC FLORIDA BUILDING CODE
<br /> SQIN SQUAREINCHES �
<br /> 3. ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST = 1 P M �
<br /> 1 112" 12" 15" 20" 28" 48" 62" 79" 100" 123° � FT FOOT•FEET �_�
<br /> EDITION OF THE AISC STEEL CONSTRUCTION MANUAL AND THE INTERNATIONAL _ )130,000 PS APPLIED TO X 4"AREA,0 ' SST;SS STAINLESS STEEL �
<br /> BUILDING CODE. � 314" 14" 25" 39" 56" 81" 93" 105" 118" 131" (3)30,000 PSF APPLIED T012"X 12"AREA FIN FINISH STD STANDARD �'
<br /> 4)60,000 PSF APPLIED T012"X 12"AREA AT HOT HOUSE ONLY
<br /> 4. ALL WELDING ELECTRODES SHALL BE E70XX,UNO,ALL WELDING SHALL BE PERFORMED FLR;FL FLOOR;FLOORING STL STEEL
<br /> BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS D1.11D1.1 M STRUCTURAL . AXIM ON A WHEEL NOT 16,000 S FOR GROUP ACTION,WHEEL DISTRIBUTED FLD�FD FLOOR DRAW
<br /> WELDING CODE-STEEL,LATEST EDITION. 9, IT IS PERMITTED TO SUBSTITUTE MECHANICAL SPLICES(MEETING THE REQUIREMENTS OF LOAD ON THE FLOOR SLAB SHALL NOT EXCCEED 500 POUNDS PER SQUARE FOOT(PSF), ' SC(XX) STEEL COLUMN(TYPE)
<br /> SECTION 12.6 IN ACI 318-11)FOR LAP SPLICES AT NO ADDtTIONAL COST. MECHANICAL 1 FOB FACE OF BRICK . �
<br /> 5. ALL FILLET WELDS SHALL BE 3116"UNO,BUT NOT LESS THAN AISC MINIMUM, SPLICES SHALL DEVELOP 125%(MIN�OF THE YIELD STRENGTH OF THE REBAR IN TENSION 3. SEE DETAIL BELOW FOR FINSIHED SURFACE FLATNESS FOF FACE OF FOOTING �
<br /> SEE CHART BELOW: OR COMPRESSION. _ � +/-.5 INCH T&B TOP AND BOTTOM ��� •
<br /> 10'x 10'SQUARE FOW FACE OF WALL � •`
<br /> MINIMUM SIZE FOR FILLET WELDS THK THICK
<br /> 10. ALL REINFORCEMENT SHALL BE BENT COLD.REINFORCEMENT PARTIALLY EMBEDDED IN FTG FOOTING
<br /> MATERIAL THICKNESS OF THINNER MINIMUM SIZE OF CONCRETE SHALL NOT BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER ,� +1-.5 INCH THRU THROUGH
<br /> PART JOINED(INCHES) FILLET WELD(INCHES) OF RECORD. HOOKS SHALL BE ACI STANDARD HOOKS IN ACCORDANCE WITH ACI 318,CHAPTER 7. FDN FOUNDATION TI CONC TOP OF CONCRETE '
<br /> T0114"INCLUSIVE ��g°
<br /> GLOBAL F(XX) SPREAD FOOTING(TYPE)
<br /> OVER 1I4"T0112° 3116" 11. REINFORCING FOR CONTINUOUS FOUNDATIONS SHALL BE CONTINUOUS AT CORNERS AND IN CRITICAL AREAS(A)FF50 IN FINISHED SURFACE FLATNESS T/FTG TOP OF FOOTIN� �
<br /> OVER 112"TO 314° 114° I NTERSECTIONS: PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS. CORNER NON CRITICAL AREAS(B)FF35 AND LEVEL REQUIREMENTS TI STL TOP OF STEEL ''
<br /> OVER 314° 5116" BARS SHALL HAVE LAP LENGTHS EQUAL TO THE STRAIGHT BAR LAP LENGTHS ON BOTH ENDS GA GA�E T&G TONGUE AND GROOVE
<br /> OF THE CORNER BARS. 4, FLOOR FLATNESS REQUIREMENTS:
<br /> FF OVERALL=50 GALV GALVANIZED TS THICKENED SLAB
<br /> 6. THE FABRICATOR SHALL FURNISH A STRUCTURAL SUBMITTAL WHICH SHALL BE CHECKED FF MINIMUM LOCAL VALUE=30 GALV STL GALVANIZED STEEL TYP TYPICAL �
<br /> BY THE CONTRACTOR FOR COMPLETENESS AND CONTENT PRIOR TO SUBMITTAL TO THE 12, AT THE TIME CONCRETE IS PLACED,REINFORCEMENT SHALL BE FREE FROM MUD,OIL OR GENERAL CONFORMITY TO DESIGN GRADE:
<br /> STRUCTURAL ENGINEER OF RECORD FOR REVIEW, THE SUBMITTAL SHOULD INCLUDE OTHER NONMETALLIC COATINGS THAT DECREASE BOND. FINISHED FLOOR ELEVATION OF EACH CELL SHALL FALL GEN GENERAL TSE;TE THICKENED SLAB EDGE �<./'p �
<br /> FABRICATION AND ERECTION DRAWINGS. FABRICATION SHALL NOT COMMENCE UNTIL THIS WITHIN+l-.5 INCH OF DESIGN ELEVATION. �-
<br /> REVIEW IS COMPLETED. •
<br /> 7. CUTS,HOLES AND THEIR REINFORCEMENT(REQUIRED BY OTHER TRADES)SHALL BE HP HIGH POINT UNO;U.N,O. UNLESS NOTED OTHERWISE
<br /> SHOWN ON THE STRUCTURAI.STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE HORIZ HORIZONTAL � �
<br /> SHOP. FIELD BURNlNG OF HOLES&CUTS IN STRUCTURAL STEEL SHALL NOT BE VERT VERTICAL -
<br /> PERMITTED EXCEPT BY WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF
<br /> RECORD,UNLESS NOTED OTHERWISE ON THE DRAWINGS. INT INTERIOR �'
<br /> 8, SIZE AND SHAPE OF STRUCTURAL STEEL SHALL BE AS SHOWN ON DR,4WINGS, INFO INFORMATION WI WITH
<br /> 9. AFTER ERECTION,ALL STEEL SHALL BE CLEANED OF ALL RUST,LOOSE MILL,SCALE,AND WIO WITHOUT
<br /> OTHER FOREIGN MATERIAL. SCUFFS AND ABRASIONS SHALL BE FIELD TOUCHED-UP. K KIPS WWF WELDED WIRE FABRIC �
<br /> 10. ALL FIELD CONNECTIONS ARE TO BE PAINTED TO MATCH ATTACHED COMPONENTS, KSI KIPS PER SQUARE INCH � �r � •
<br /> WF(XX) WALL FOOTING(TYPE) <�;
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<br /> 321-254-7666�321-259-4703 f Architecture No:603235512 n ,
<br /> r i�-� Engineering No.3137
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ` �J DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �' -
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<br /> ACCEPTABIUTY AM 04l26/19 16322 1 04/26/19 ��
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