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HomeMy WebLinkAboutCONSTRUCTION PLANWed Jan 30 13:08:31 2008, System SBS 9AC 0 LZ r� r-M L. r7 LJ ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. D NEAL ROBERTSON, FLORIDA P.E. 56374. V DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN ii T T N 2D BUILDING SKETCH - (A) MAIN C10 SIBS 9AC 22x34 Allied Steel 6400 n andrews STIMAT . ScofOefe 1/30/08 ft lauderdale, FL 33309 COUNTY: broward Best Fit rnNTAr T- ryFSFp AND s *s�N �FCT � O R O® y � y�V FiSgR NV 9PP, �k iy cFs �Ns R,pF W �� �oOcp � �S otiS, VM Construction 8370 West Flagler St Miami, FL 33144 V WY by 4w 4✓ 4..tl �uz1�y MBNR Wed Jan 30 13:08:37 2008, System SIBS 9AC C n M (7 0- Ea 9 1 DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FOUNDATION MUST BE SQUARE AND LEVEL. ALL ANCHOR RODS MUST BE TRUE IN SIZE, LOCATION, AND PROJECTION. ANCHOR ROD PROJECTIONS MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE. 1 11 E E A ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. NEAL ROBERTSON, FLORIDA P.E. 56374, THIS DRAWING IS FOR ANCHOR ROD PLACEMENT ONLY AND IS NOT A SUBSTITUTE FOR FOUNDATION DESIGN. ■ B s nl C ANCHOR ROD PLAN - (A) MAIN CONTACT SALES ENGINEER FOR REVIEW BEFORE USING THIS INFORMATION FOR CONSTRUCTION MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) IS TO BE USED FOR CONSTRUCTION MANUFACTURER MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF ORDER. DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN C u e POSED WORK THESE PLANS AND AL- CORRECT►OHS T TO A RS TM'T AND SUB JE FIELD INSPEORDER TO REMpUY BE ENECESSARY N COWCOMPLY WITH ALL APPLICABLE IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY PRELIMINARY DESIGN INFORMATION PROVIDED BY MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER DOES NOT COMMUNICATE TO MANUFACTURERI C SIBS 9AC Scott Oefe W-11' PMER &}E BUItf£fl. 2244 Allied Steel 6400 n andrews 1/30/08 j ft lauderdale, FL 33309 COUNTY: broward W U n U F I VM Construction 8370 West Flagler St Miami, FL 33144 Wed Jan 30 13:08:48 2008, System SBS 9AC LLD°G °°A°° woo' �— —�— ��r -�s�■r— Asir �sw— �ssr �— DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FOUNDATION MUST BE SQUARE AND LEVEL. ALL ANCHOR RODS MUST BE TRUE IN SIZE, LOCATION, AND PROJECTION. ANCHOR ROD PROJECTIONS MUST BE HELD TO KEEP THREADS CLEAR OF FINISHED CONCRETE. ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. NEAL ROBERTSON, FLORIDA P.E. 56374. THIS DRAWING IS FOR ANCHOR ROD PLACEMENT ONLY AND IS NOT A SUBSTITUTE FOR WORD p ALL PROPO�CZIONS jNESE PLANS CNTO p1w COCIOR$ AM, 10 REOv REp By 09-0 CES PR IN OR�EC ES COMP B �N` H ALL APPLICA6LE ANCHOR ROD SECTION DETAILS - (A) MAIN CONTACT SALES ENGINEER FOR REVIEW BEFORE DESIGN DATA/ANCHOR ROD DESIGN BASED ON USING THIS INFORMATION FOR CONSTRUCTION ELZ- ELIZABETHTON,TN MANUFACTURER RESERVES THE RIGHT TO CHANGE IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE THE FINAL DESIGN. IF DESIGN INFORMATION TO MANUFACTURER THE NEED TO HOLD TO ANY CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) PRELIMINARY DESIGN INFORMATION PROVIDED BY IS TO BE USED FOR CONSTRUCTION MANUFACTURER MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER ORDER. DOES NOT COMMUNICATE TO MANUFACTURERI SBS 9AC 22x34 BUI�R Allied Steel 6400 n andrews ft lauderdale, FL 33309 COUNTY:broward rnNTAr.T- Scoft06fe �1/30/08 a Best Fit VM Construction 8370 West Flagler St Miami, FL 33144 Created: Wed Jan 30 13:08:25 2008, System SBS 9AC 1 c 0 V Front wall hack wall ARCHITECTURAL — (A) MAIN FILE COPY ��ic•�hl �ti�<7II SBS 9AC 22x34 Allied Steel q,im . 6400 n andrews Scoff Oefe 1/30/08 ft lauderdale, FL 33309 COUNTY: broward Best Fit rONTArr THESE PLANS AND SUBJEC AND ALL PROPOSED WORK REQUIRED By FI©D NNY CORRECTIONS MAYBE NECESS ISPECTORS THAT COMPLY WITH ALL AP IICAIN BRDLE COTo D S. VM Construction 8370 West Flagler St Miami, FL 33144 Wed Jan 30 13:08:17 2008, System SBS 9.4C 0 r:I C 2V=30 2R0 A 49 w BACK ARCHITECTURAL - (A) MAIN FILE COPY PROPOSED WORK S AND ALL Y CORRECTIONS THESE PLP� Tp AN THAT AND SUBJE BY FIELD INSPECT DER TO R MAy BD NECESSARY IN OR CODES. COMPLV WITH ALL APPLICABLE SBS 9.4C Scott Oefe Best Fit 24° 22x34 Allied Steel 6400 n andrews 1130/08 ft lauderdale, FL 33309 COUNTY: broward 25°-30 VM Construction 8370 West Flagler St Miami, FL 33144 Created : Wed Jan 30 13:07:58 2008, System SBS 9.4C C C 26a'3w l 241 2A° 147°®60 K rt a \\.E wORv- S AND All PROOR 010NS THESE PLAN j0 ANY G RS ZHA1 AND S1IBJECS FIELD INSPEGj pER 10 wIRED S R MPNs VqE A� AAA 1' CP E CODE. C0MP1 BACK STRUCTURAL ELEVATION - (A) MAIN SBS 9AC 22x34 Allied Steel 6400 n andrews SwtlOefe 1/30/08 ft lauderdale, FL 33309 COUNTY: broward Best Fit rnNTacT- 26=3°° VM Construction 8370 West Flagler St Miami, FL 33144 MBNR Created : Wed Jan 30 12:52:58 2008, System SBS 9AC �¢ ar" pQy"° b p,¢r. ,�Y,4 �� pp Q,A ' : t'tM.. ,4"�'M yrpA: NApbq�b,x9A. "p:. Mpd'ptr,,n ppAyryFa,o¢bM¢«QAya'4 QyB a¢w pA �pde¢.,¢. px A9 ,t " b : , • mac-""� p'°'"'?'�'d'bp ;F'"t¢¢o°°""�'d'°' ,,:* * 4 4 d0 , q"Q`'• •I ", , _ ",.., gyp?^;,., pfi . -.. •.. .. '.. -. .' : --. :•• A•.: •p M. .. ar"•.. ti M.,, ., ar'...., ••O'% .A.•, 'l" •O. ., .. .. .. .. : .: . .. .. •... "•.. A. .. N'. .... .. .. .. .. .. . '.. •. . ••,. ` . p. ., b ,N.,, . .4'�' ,.,�i % . .. .. . .. . .. ., .. .. .. %. .. a,. b•.,... p ,•.:. $ . ,q.... 4a. •,p� •.. .. •. A'AbQA`�' ' - A - • yr.,. , -. •�' •..' ¢ AO • ¢ •. • �F - ..... ¢S - . -. .. .. .. .. . • 's+ `' ;r-?'4!;.. • •N,•. o!°.'•`•;.,.;w?` '•. 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F t x M1':• N. �. „ p, R a y. A• A. ti, b io �• ✓ N: A M r a. f x o r ^'' ✓ 4 d S AND ALL PROPOSED WORK THAND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD IY IN OR ER TO T MAY BE NECESSAR COMPLY WITH ALL APPLICABLE CODES• SBS 9AC Scott Cete Best Fit 22x34 Allied Steel 6400 n andrews 1/30/08 ft lauderdale, FL 33309 COUNTY: broward VM Construction 8370 West Flagler St Miami, FL 33144 PP'kA Created: Wed Jan 30 13:10:02 2008, System SBS 9AC BUILDING DESCRIPTION NOMINAL SIZE: WIDTH I LENGTH EAVE HT. 1 I EAVE HT. 2 SLOPE 1 SLOPE 2 BLD'G A 100'-0 X 147'-6 X 38'-0 38'-0 0.50 : 12 0.50 : 12 GENERAL NOTES 1) ROOF PANEL 24 GA. DURARIB --- ALUM -ZINC 2) WALL PANEL 24 GA. DURARIB --- POLAR WHITE 3) CANOPY SOFFIT PANEL --- N/A 4) FACADE SOFFIT PANEL --- N/A 5) EAVE GUTTER 26 GA. ROLL FORMED--- LIGHT STONE 6) EAVE FLASH 26 GA. --- LIGHT STONE 7) GABLE FLASH 26 GA. --- LIGHT STONE 8) CORNER FLASH 26 GA. --- POLAR WHITE 9) BASE FLASH 26 GA. NB3 --- POLAR WHITE 10) ALL OTHER TRIM --- POLAR WHITE CROSS SECTION c C d( 0 n MEMBER DESC. SECTION (dxbxt) (IN) L n 8.5C75 8.5X3.25C.075 .750 8.5C92 8.5X3.25C.092 1.00 IOC75 10X2. 75C. 075 1.125 IOC84 IFOX2 75C 084 1.125 10C100 IOX275C 100 1.1875 12C80 12X3.25C. 080 1.41 12C88 12X3.25C. 088 1.50 12C 100 12X3.25C.100 1.52 DESC. SECTION (dxbxt) (IN) L (l 8.5Z57 8.5X25Z.057 .769 8.5Z64 8.5X25Z.064 .781 8.5Z72 I 8.5X25Z.072 .951 8.5Z80 8.5X25Z.080 .965 8.5Z68 8.5X25Z.088 .978 10Z75 IOX275Z.075 1.0 10Z84 10X275Z.084 1.0 10Z 100 I OX2 75Z.100 1.0625 12Z80 12X3.25Z. 080 1.28 12Z88 12X3.25Z. 088 1.35 12Z 100 12X3.25Z.100 1.37 DESC. SECTION (dxbxt) (IN) L (IN) 8.5E75 8.5X3.25C.075 .750 8.5E92 6.5X3.25C.092 1.00 IOE84 IOX3.25C. 084 1.19 IOE84 10X3. 625C. 084 1.25 12E88 112X3.25C. 088 1 1.50 1 MARKNUMBER DJ (DOOR JAMB) DH (DOOR HEADER) GC (CEE MEMBER) Z (PURL IN) Z (GIRT) E (EAVE STRUT) MATERIAL PROPERTIES OF STEEL BAR, PLATEAND SH ET USED /N THE FABRICATION OF BUILT-UP PR/MARYAND SECONDARY STRUCTURAL FRA NG MEMBERS CONFORM TO ASTM A529, ASTMA572,ASTMA1011SS, ORASTMA1011HSLASW/TH MINIMUM YIELD POINT OF50KS1. MATERIAL PROPERTIES OF HOT ROLLED STRUCTURAL SHAPES CONFORM TO ASTM A992, ASTM A529, OR ASTMA572 WITH A MINIMUM SPECIFIED YI LD POINT OF 50 KSL HOT ROLLED ANGLES, OTHER THAN FLANGE BRACES, CONFORM TO A TMA36 MINIMUM. HOLLOW STRUCTURAL SHAPES CONFORM TO ASTM A 00 GRADE B. MINIMUM YIELD POINT IS 42 KSI FOR ROUND HSS AND 46 KSI FOR RECTANGULAR WS. MATERIAL PROPERTIES OF COLD -FORMED LIGHT GAG STEEL MEMBERS CONFORM TO THE REQUIREMENTS OFASTMA1011 SS GRADE 55, OR ASTM 1011 HSLAS CLASS 1 GRADE 55, WITH A MINIMUM YIELD POINT OF 55 KSI. MATERIALS SUPPLIED BYMANUFACTURER FOR THIS 5 IN ACCORDANCE WITH THE REQUIREMENTS OF THE ORD, STRUCTURAL SYSTEM OR REMOVAL OFANYCOMPONEN CUTTING OR REMOVAL OF GIRTS, ROD BRACING, OR FLAT DRAWINGS OR THE ADDITION OF OTHER CONSTRUCTION WARRANTIES AND CERTIFICATIONS SUPPLIED BYMANUF. ANYSTRUCTURAL FIELD MODIFICATIONS MUST BE UNDEi CIVIL OR STRUCTURAL ENGINEER. MANUFACTURER WILL LOADS OTHER THAN THOSE SPECIFIED IN THE ORDER DC MATERIALS HAVE BEEN DESIGNED WITH MA PRACTICES WHICH ARE BASED ON PERTINENT FOLLOWING ORGANIZATIONS AND CODES: AMERICAN INSTITUTE OF STEEL CONSTRL DESIGN, FABRICATION AND ERECTION OF THE BUILDING CODEAS SPECIFIED ON THE METAL BUILDING MANUFACTURER'S ASSOC MANUAL" ALL WELDING IS PERFORMED /NACCORDANCE W/THA FOR ON THE ORDER DOCUMENTS. UNLESS NOTED ON THE ERECTION DRAWINGS, NO FIELD WELDING IS SPECIFIED THE BUILDERICONTRAC DETERMINING THE METHODS AND PROCEDURES TO I SPECIAL SHOP AND ALL FIELD INSPECTIONS AND OF THE BUILDERICONTRACTOR UNLESS SPECIFIED FIELD INSPECTION MAY BE SPECIFIED BY THE STATE OR LOCAL JURISDICTION, NOT BY MANUFi MANUFACTURER IS NOT RESPONSIBLE FOR GENERAL INSPECTION, OR ERECTION MONITORING. SITE SPECIFIC THE BUILDERICONTRACTOR. 1. THIS DRAWING, INCLUDING THE INFORMATION HERE, REMAINS THE PROPERTY OF MANUFACTURER AND /S PROVIDED SOLELYFOR THE PURPOSE OF ERECTING THE MATERIAL DESCRIBED IN THE APPLICABLE ORDER DOCUMENTS AND SHALL NOT BE MODIFIED, REPRODUCED, OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF MANUFACTURER. 2 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP /N ERECTING MATERIALS FOR THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE MANUFACTURER ERECTION GUIDES, AND INDUSTRYSTANDARDS. TIONS FILD/NG HAVE BEEN DESIGNED R DOCUMENTS. ANYALTERATIONS TO THE PARTS SUCHAS, BUT NOT LIMITED TO, 3E BRACES SHOWN ON THESE ERECTION 4TERIAL OR LOADS WILL VOID ALL CTURER AS THEYAPPLY TO THIS CONDITION. THE DIRECTION OFA LICENSED ARCHITECT, ISSUME NO RESPONSIBILITY FOR i STANDARD DESIGN AND RECOMMENDATIONS OF THE IFICATION FOR THE STEEL FOR BUILDINGS". 'FOR THE DESIGN OF DESIGN CRITERIA SHEET. USE BUILDING SYSTEMS D1.1. UNLESS OTHERWISE CALLED 0 WELDING IS REQUIRED. WHERE SHALL BE RESPONSIBLE FOR LL WELD REQUIREMENTS. TED FEES ARE THE RESPONSIBILITY SE IN THE ORDER DOCUMENTS. BUILDING CODEAND/OR THE SUITABILITY, JOB SITE BUILDER/CONTRACTOR RESPONSIBILITIES MANUFACTURERS STANDARD PRODUCT SPECIFICATIONS APPLYAND UNLESS STIPULATED OTHERWISE IN THE ORDER DOCUMENTS, MANUFACTURERS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN. THE BUILDERICONTRACTOR OR AIE FIRM /S RESPONSIBLE FOR OVERALL PROJECT COORDINATION THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ERECTION OF STEEL AND ALL ASSOCIATED WORK IN COMPLIANCE WITH MANUFACTURER DRAWINGS. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK OR OTHER ELEMENTS REQUIRED FOR ERECTION WILL BE DETERMINED, FURNISHED AND INSTALLED BY THE BUILDERICONTRACTOR. ALL INTERFACE AND COMPATIBILITY OFANY MATERIALS NOT FURNISHED BYMANUFACTURER ARE THE RESPONSIBILITY OFAND TO BE COORDINATED BY THE BUILDERICONTRACTOR OR AIE FIRM. UNLESS SPECIFIC DESIGN CRITER14 CONCERNING ANY INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE ORDER DOCUMENTS, MANUFACTURER ASSUMPTIONS WILL GOVERN. WHERE DISCREPANCIES EXIST BETWEEN MANUFACTURER DRAWINGS AND THE PLANS OF OTHER TRADES, MANUFACTURER DRAWINGS SHALL GOVERN. THE BU/LDER(CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OFANY GOVERNING BUILDING AUTHORITIES. THE BUILDER/CONTRACTOR MUST SECUREALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIA TE AGENCYAS REQUIRED. THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION ARE BASED ON ORDER DOCUMENTS AS OF THE DATE OF THESE DRAWINGS. THESE DOCUMENTS SHALL DESCRIBE THE MATERIAL SUPPLIED BYMANUFACTURER AS OF THE DATE OF THESE DRAWINGS. ANY CHANGES TO THE ORDER DOCUMENTS AFTER THIS DATE WILL VOID THESE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE GOVERNING BUILDING AUTHORITY OFALL CHANGES TO THE ORDER DOCUMENTS WHICH RESULT IN CHANGES TO THE DRAWINGS, SUPPORTING STRUCTURAL CALCULATIONS AND DESIGN CERTIFICATION. THE BUILDERICONTRACTOR /S RESPONSIBLE FOR APPLYING AND OBSERVING ALL PERTINENT SAFETY RULES AND REGULATIONS AND OSHA STANDARDS AS APPLICABLE. SUPPLYING DESIGN DATA AND DRAWINGS SEALED B Y A LICENSED ENGINEER, FOR MATERIALS SUPPLIED BYMANUFACTURER, DOES NOT IMPLY OR CONS TI TU TE A N A GREEMENT THAT MANUFACTURER OR ANY OF ITS AGENTS OR EMPLOYEES 1S ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. NEITHER MANUFACTURER NOR ANY OF ITS AGENTS OR EMPLOYEES IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS CERTIFICATION THAT THE MATERIALS FURNISHED BYMANUFACTURER ARE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE ORDER DOCUMENTS. DESIGN CONSIDERATIONS OFANYMATERtALS NOT FURNISHED BYMANUFACTURER AND FOR THE OVERALL PROJECT ARE THE RESPONSIBILITY OF THE BUILDERICONTRACTOR AND DESIGN PROFESSIONALS OTHER THAN MANUFACTURER UNLESS SPECIFICALLY INDICATED OTHERWISE. APPROVAL OF MANUFACTURER DRAWINGS AND DESIGN DATA AFFIRMS THAT MANUFACTURER HAS CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE ORDER DOCUMENTS AND CONSTITUTES BU/LDERICONTRACTOR S ACCEPTANCE OF MANUFACTURERS INTERPRETATION OF THE ORDER DOCUMENTS AND OFMANUFACTURER'S STANDARD PRODUCT SPECIFICATIONS, INCLUDING ITS DESIGN, FABRICATION, AND QUALITY CRITERIA STANDARDS AND TOLERANCES. MASONRYAND TIL T-UP CONCRETE WALLS BY OTHERS ARE PRESUMED TRUE, PL UMB AND LEVEL. THE BUILDERICONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OFALL SHIPMENTS RECEIVED. SHORTAGES MUST BE REPORTED TO MANUFACTURER WITHIN 15 DAYS OF DELIVERY. WHERE SHOWN IN MANUFACTURERS STRUCTURAL CALCULATIONS, LATERAL STABILITY OF ENDWALLS AND LONGITUDINAL STABILITY OF SIDEWALLS RELY ON DIAPHRAGM ACTION OF THE WALL PANELS PROVIDED BY MANUFACTURER. REMOVAL OF THESE WALL PANELS CAN RESULT IN LESS THAN THE MINIMUM LENGTH OF WALL PANELS REQUIRED AND WILL VOID ALL WARRANTIES AND CERTIFICATIONS SUPPLIED BY MANUFACTURER AS THEYAPPLY TO THIS CONDITION. THE FIELD INSTALLATION OFX-BRACING OR OTHER MEANS TO PROVIDE LATERAL STABILITY MAY BE REQUIRED AS A RESUL T OF THE REMOVAL OF WALL PANELS. PANELS. SBS 9AC 22x34 Scafl Oefe 1 /30/08 Best Fit ENGINEERING DESIGN CRITERIA BUILDING CODE : 2004 FLORIDA BUILDING END USE : 402 COMMERCIAL - WAREHOUSING AND STORAGE BUILDING CLASSIFICATION COLLATERAL LOADS : 0.50 (TOTAL) SPRINKLER : 0.00 CEILING : 0.00 OTHER : 0.50 GROUND SNOW LOAD : 0.00 MINIMUM ROOF SNOW LOAD : 0.00 WIND LOAD : 150.00 MPH WIND EXPOSURE : EXPOSURE C ROOF LIVE LOAD : 20.00 LIVE LOAD REDUCTION : YES SOIL TYPE : (D) STIFF SOIL PERCENT SNOW LOAD IN SESMIC :NORMAL TNESE p AND SU NS AND ALL 8JE TO PR pOS RA�IREED D V FIELD NV cORREC Wpm COMPL y WITH ALL Apt C OR NSPEC�S Hq ABLE CODES. FILE COPY ENGINEERING NOTES 'BRACING SIZE' AS NOTED ON ENGINEERING DOCUMENTS AND ERECTION DRAWINGS DEAUTES THREAD DIAMETER FOR ROD BRACING AND VIBE STRAND CABLE DIAMETER FOR VIRE STRAND CABLE BRACING. ALL BOLTED JOINTS WITH A325 TYPE 1 BOLTS ARE SPECIFIED AS SNUG -TIGHTENED JOINTS IN ACCORDANCE VITH THE 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 23, 2000', PRETENSMNING METHODS, INCLUDING TURN -OF -NUT AND CALIBRATED WRENCH ARE NOT REQUIRED. THE MANUFACTURER HAS NOT DESIGNED THE STRUCTURE FOR SNOW ACCUI14ULATMN LOADS AT THE GROUND LEVEL WHICH MAY IMPOSE SNOV LOADS ON THE VALL FRAMING BY MANUFACTURER. ALL GRAVITY LOADS OF THE WALL SYSTEM NOT BY MANUFACTURER ARE SUPPORTED ENTIRELY BY THE BUILDING FOUNDATION. THE WALL SYSTEM NOT BY MANUFACTURER SUPPORT MEMBERS OF BUILDING(S) C PROVIDED BY MANUFACTURER HAVE BEEN DESIGNED TO DEFLECT LESS THAN L1240 UNDER WIND OR SEISMIC LOADINGG, THE WALL SYSTEM NOT BY MANUFACTURER SHALL BE ATTACHED TO THE OUTSIDE FLANGE OF THE SUPPORT MEMBER AT A MAXIMUM SPACING OF 4 FEET O.C. THE INSIDE FLANGE OF THE SUPPORT HAS BEEN DESIGNED AS UNBRACED EAVE STRUTS AT BUILDING(S) AC ARE NOT DESIGNED TO SUSTAIN TRANSVERSE WIND OR SEISMIC LOADING FROM THE WALL SYSTEM NOT BY MANUFACTURER. END RAFTERS AT BUILDING(S) AC ARE NOT DESIGNED TO SUSTAIN TRANSVERSE VIND OR SEISMIC LOADING FROM THE WALL SYSTEM NOT BY MANUFACTURER, THE CONSTRUCTION OF A MEZZANINE LAYOUT DIFFERENT FROM THE DESIGNED LAYOUT COULD VOID VARANTIES AND CERTIFICATIONS AS THEY APPLY TO THE MATERIAL SUPPLIED BY MANUFACTURER. BASE ANGLE PROVIDED ABOVE WALL SYSTEM NOT BY MANUFACTURER IS NOT DESIGNED TO SUSTAIN TRANSVERSE VIND OR SEISMIC LOADING FROM THE WALL SYSTEM NOT BY MANUFACTURER. THE APPLICATION OF MEZZANINE LOADS DIFFERENT FROM THOSE DESCRIBED IN THE DESIGN CRITERIA COULD VOID WARRANTIES AND CERTIFICATIONS AS THEY APPLY TO THE MATERIAL SUPPLIED BY MANUFACTURER. THE MATERIAL SUPPLIED BY MANUFACTURER HAS BEEN DESIGNED TO SUPPORT THE DEAD AND LIVE LOADS FROM MEZZANINE FRAMING SUPPLIED BY OTHERS, THE CONNECTION OF THE MEZZANINE FRAMING TO MANUFACTURER'S MATERIAL IS NOT BY MANUFACTURER. THE DESIGN OF MANUFACTURER'S MATERIAL IS C17NTIGENT ON THE USE OF TYPE II FRAMING (SIMPLE SPAN BEANS) BETWEEN THE MEZZANINE BEAMS AND MANUFACTURER'S COLUMNS Allied Steel 6400 n andrews It lauderdale, FL 33309 COUNTY: broward VM Construction 8370 West Flagler St Miami, FL 33144 MBNR Wed Jan 30 13:08:59 2008, System SBS 9AC C C I0 a aD I OAM r s w s s ee N ee ee ee a w a lie s w �- N �1 N N N N N N NTp --rr 1 1 Nr r s �U tri w N N N w EV) w 1w �! 5o 7 Se w N V N O � N r 0 2 s _ LU M e hi` COP'f ~ VIM e co co -_ NMill e N N ee M N e THESE PLANS AND ALL PROPOSED WORK _ AND SUBJECT TO ANY CORRECTIONS _e4 RE QUIRED BY FIELD INSPECTORS THAT N N MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. C14 `tee En 1 e-2w DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL D FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO FIELD CONDITIONS AND LOADS, VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. I W(OUT10 T STEEL) CROSS SECTION AT FRAME LINE 11111 - (A) MAIN DESIGN DATA/ANCHOR ROD DESIGN BASED ON CONTACT SALES ENGINEER FOR REVIEW BEFORE ENGINEERING CERTIFICATION OF MATERIALS ELZ- ELIZABETHTON,TN USING THIS INFORMATION FOR CONSTRUCTION SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. SIBS 9AC MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY NEAL ROBERTSON, FLORIDA P.E. 56374. P. PMERWM 22x34 eui� Allied Steel CIE. CLEARANCES, BASE PLATE/ANCHOR ROD D SIGN) PRELIMINARY DESIGN INFORMATION PROVIDED BY 6400 n andrews IS TO BE USED FOR CONSTRUCTION MANUFACTURER MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE ScoitOefe 1/30/08 ft lauderdale, FL 33309 MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER COUNTY:broward V� ORDER. DOES NOT COMMUNICATE TO MANUFACTURERI Best Fit CONTACT- 1 e-20 VM Construction 8370 West Flagler St Miami, FL 33144 Ei pno Wed Jan 30 13:09:10 2008, System SBS 9AC C V 0.5000 s s g � � r r) C4 5°p e4 s N Is N 4 a) 1 °-r DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO FIELD CONDITIONS AND LOADS. VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. NCO IaD I OAM 4a' !e � � B i - a s Is C? N CV N s � N-41 CMN iV N94 V N icy N CM N N- N �o -° � VIM co M FILE Uupy s N THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 50° DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) IS TO BE USED FOR CONSTRUCTION MANUFACTURER MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF ORDER. I W(OUTIOUT STEEL) CROSS SECTION AT FRAME LINE 11211- (A) MAIN CONT�CT SALES ENGINEER FOR REVIEW BEFORE USIN THIS INFORMATION FOR CONSTRUCTION IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY PRELIMINARY DESIGN INFORMATION PROVIDED BY MANU ACTURERI MANUFACTURER WILL NOT BE LIABLE FOR 11 iNY CHANGES IN FINAL DESIGN IF THE BUILDER DOES NOT COMMUNICATC TO MANUFACTURERI ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. NEAL ROBERTSON, FLORIDA P.E. 56374. 0 SBS 9AC 22x34 Allied Steel anM M 6400 n andrews scofloefe 1/30/08 ft Iauderdale, FL 33309 COUNTY: broward Best Fit CnNTACT- 1 °-r VM Construction 8370 West Flagler St Miami, FL 33144 CV �V C4 N Wed Jan 30 13:09:20 2008, System SBS 9AC C 0 0j= co N N N R N N Z* DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO FIELD CONDITIONS AND LOADS. VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. K-11 DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION (IE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) IS TO BE USED FOR CONSTRUCTION MANUFACTURER MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF ORDER. S40 ACID Mill r vw %� i+� n!B n9 N n! N N N �V N n9 -° -° ° ° ° ° �N1 N N N N t�BINI�,C4 THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0 1 W(CiU'Q'IOUT STEEL) CROSS SECTION AT FRAME LINE 11311 - (A) MAIN 01M NN s s s a 9 Cy 9 N N --1 - N N Y M CONTACT SALES ENGINEER FOR REVIEW BEFORE USING THIS INFORMATION FOR CONSTRUCTION IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY PRELIMINARY DESIGN INFORMATION PROVIDED BY MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. NEAL ROBERTSON, FLORIDA P.E. 56374. SBS 9AG P 22x34 a°"gyp' Allied Steel 6400 n andrews ft lauderdale, FL 33309 ESTiMATM ScottOete 1/30/08 FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER COUNTY:broward DOES NOT COMMUNICATE TO MANUFACTURERI Best Fit CONTACT: F-* VM Construction 8370 West Flagler St Miami, FL 33144 r al Wed Jan 30 13:09:29 2008, System SBS 9AC C Ca NCO AD �"- 0.s(Ki ti CID s 107 �, B1■ B e B BN "N e e�y y � � •tl NB N ! `N C4 04 NLN ° Ni" s s s B a s r �N 9 N N r -e N M N 5e %B fig° 10" °-778 N s Chi � aLJ = M B s B �p Cf) Cf) �9 CO) py B FILE C ® 11 M �V THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED MAY BE NECESSARY IN ORDER TO ,�' COMPLY WITH ALL APPLICABLE CODES. 1 °-r DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO FIELD CONDITIONS AND LOADS. VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION: no DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) IS TO BE USED FOR CONSTRUCTION MANUFACTURER MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF ORDER. I W(OUTIOUT STEEL) CROSS SECTION AT FRAME LINE 11411 - (A) MAIN CONTACT SALES ENGINEER FOR REVIEW BEFORE USING THIS INFORMATION FOR CONSTRUCTION IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY PRELIMINARY DESIGN INFORMATION PROVIDED BY MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER DOES NOT COMMUNICATE TO MANUFACTURERI ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. NEAL ROBERTSON, FLORIDA P.E. 56374. SBS 9AC 22x34 Allied Steel s,. 6400 n andrews ScoHOefe 1/30/08 ft lauderdale, FL 33309 COUNTY: broward Best Fit MKJTAr T VM Construction 8370 West Flagler St Miami, FL 33144 g C9 MBNR Wed Jan 30 13:09:39 2008, System SBS 9.4C 0 DAM NCO An omw � g m 1140 - g g g s s g g g g B s �" r- g s s s s � C N N N N tgV N N N N N N N N N N s s 1 �d �I "nj �V �A CV N n! 'C� n! �1 �V �! n9 N N N R19 nl C4 N tV N tV N t� N �V M M CS, M" _� C i � N N N Q- �0 - �i N N �9°-107 o_7101 N r N CD LLD � s s s sm V40 cm I FILE COPY N THESE PLANS AND ALL PROPOSED WOW AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT _ M MAY BE NECESSARY IN ORDER TO '"'+......_..........COMPLY.WITH.ALL.APPIICABLE CODES. 1IlMr w CROSS SECTION AT FRAME LINE 11511 - (A) MAIN DESIGNS SHOWN ARE BASED ON THE DESIGN DATA/ANCHOR ROD DESIGN BASED ON CONTACT BASIC BUILDING ITSELF, THEY DO NOT ELZ- ELIZABETHTON,TN USING THIS INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL MANUFACTURER RESERVES THE RIGHT TO CHANGE IT IS T FRAME CLEARANCES SHOWN ARE APPROXIMATE THE FINAL DESIGN. IF DESIGN INFORMATION TO MANU AND MAY VARY DUE TO FIELD CONDITIONS CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) PRELIMINARY AND LOADS. IS TO BE USED FOR CONSTRUCTION MANUFACTURER MANUFAC VERTICAL CLEARANCE DIMENSIONS ARE FROM MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF FOR ANY FINISHED FLOOR REFERENCE ELEVATION. ORDER. DOES NO SALES ENGINEER FOR REVIEW BEFORE ENGINEERING CERTIFICATION OF MATERIALS INFORMATION FOR CONSTRUCTION SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS. BUILDERS RESPONSIBILITY TO COMMUNICATE NEAL ROBERTSON, FLORIDA P.E. 56374. ACTURER THE NEED TO HOLD TO ANY DESIGN INFORMATION PROVIDED BY URERI MANUFACTURER WILL NOT BE LIABLE CHANGES IN FINAL DESIGN IF THE BUILDER COMMUNICATE TO MANUFACTURERI SIBS 9.4C Iscod 22x 22x34 OUIAllied Steel ndrews 6400naale,FI ft lauderdale, FL 33309 COUNTY:broward CONTACT: � oere 1/30/08 .= Best Fit VM Construction 8370 West Flagler St Miami. FL 33144 EPPESUED Wed Jan 30 13:09:49 2008, System SIBS 9AC C V CAM .Mco - g g g g g C � � � � � � N �V �V N N N N N N �1 11! �V i�! N CV N �! N N N N N N N `e N g N 5°a 3 N ui _ �( N g pll ° � N g N N g N 64 cm N 1 °-r DESIGNS SHOWN ARE BASED ON THE BASIC BUILDING ITSELF, THEY DO NOT INCLUDE LOADS FROM ANY BUILDING OPTIONS OR ANY OTHER MATERIAL FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO FIELD CONDITIONS AND LOADS. VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. 50° DESIGN DATA/ANCHOR ROD DESIGN BASED ON ELZ - ELIZABETHTON, TN MANUFACTURER RESERVES THE RIGHT TO CHANGE THE FINAL DESIGN. IF DESIGN INFORMATION CIE• CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) IS TO BE USED FOR CONSTRUCTION MANUFACTURER MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF N I< STEEL) g --=% cm g g B g N N N N N WE N sd N FIVE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS - - REQUIRED By FIELD .... ORDE T HM MAY BE NECESSARY IN RpER TO COMPLY WITH ALL APPLICABLE CODES• CROSS SECTION AT FRAME LINE 11611- (A) MAIN CONTACT SALES ENGINEER FOR REVIEW BEFORE USING THIS INFORMATION FOR CONSTRUCTION IT IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE TO MANUFACTURER THE NEED TO HOLD TO ANY PRELIMINARY DESIGN INFORMATION PROVIDED BY MANUFACTURERI MANUFACTURER WILL NOT BE LIABLE FOR ANY CHANGES IN FINAL DESIGN IF THE BUILDER DOES NOT COMMUNICATE TO MANUFACTURERI ENGINEERING CERTIFICATION OF MATERIALS SUPPLIED BY MANUFACTURER WILL BE PROVIDED BY SEAL AND SIGNATURE OF LICENSED ENGINEER ON FINAL ERECTION DRAWINGS, NEAL ROBERTSON, FLORIDA P.E. 56374. 50° SIBS 9AC P. Scoff Oefe a Best Fit 22x34 Allied Steel 6400 n andrews 1/30/08 ft lauderdale, FL 33309 COUNTY: broward VM Construction 8370 West Flagler St Miami, FL 33144 1ii MBNR Created: Wed Jan 30 13:09:58 2008, System SIBS 9.4C as= (10 - r s cm ° CY �/ TN N V —{,� s i NCO Aw � Ilrw N 'tv CM N N N N N N N N N Fv a? N � N N ' ° Q.= 3: N 0 N LLD LU Is = s s s F "IVIM ° " C4py °D N \v/ N THESE PLANS AND ALL PROPOSED WORV( _ ANY CORRECTIONS AND SUBJECT TO 8Y FIELD INSPECTORS THAT ,,,,, REWIRED IN ORDER T ...................................:..... .:. NIAY TiE NECESS.A COMPLY WITH ALL APPLICABLE 'CODES. ....... 5/' 50" IW(OUT/OUT STEEL) ' CROSS SECTION AT FRAME LINE 1171'- (A) MAIN CBI DESIGNS SHOWN ARE BASED ON THE DESIGN DATA/ANCHOR ROD DESIGN BASED ON CONTACT SALES ENGINEER FOR REVIEW BEFORE ENGINEERING CERTIFICATION OF MATERIALS C BASIC BUILDING ITSELF, THEY DO NOT ELZ- ELIZABETHTON,TN U SING THIS INFORMATION FOR CONSTRUCTION SUPPLIED BY MANUFACTURER WILL BE PROVIDED INCLUDE LOADS FROM ANY BUILDING BY SEAL AND SIGNATURE OF LICENSED SBS 9AC °EMBER OPTIONS OR ANY OTHER MATERIAL ENGINEER ON FINAL ERECTION DRAWINGS. MANUFACTURER RESERVES THE RIGHT TO CHANGE I IS THE BUILDERS RESPONSIBILITY TO COMMUNICATE NEAL ROBERTSON, FLORIDA P.E. 56374. a �Ea&g 9 oM IN M A B—,NL FRAME CLEARANCES SHOWN ARE APPROXIMATE THE FINAL DESIGN. IF DESIGN INFORMATION MANUFACTURER THE NEED TO HOLD TO ANY 22x34 Allied Steel VM Construction AND MAY VARY DUE TO FIELD CONDITIONS CIE. CLEARANCES, BASE PLATE/ANCHOR ROD DESIGN) PRELIMINARY DESIGN INFORMATION PROVIDED BY 6400 n andrews 8370 West Flagler St AND LOADS. IS TO BE USED FOR CONSTRUCTION MANUFACTURER ANUFACTURERI MANUFACTURER WILL NOT BE LIABLE Secuoete /30/08 ft I UNT: bFL 33309 ��ox 1 VERTICAL CLEARANCE DIMENSIONS ARE FROM MUST BE NOTIFIED PRIOR TO ACCEPTANCE OF OR ANY CHANGES IN FINAL DESIGN IF THE BUILDER COTAYrpward Miami, FL33144 A FINISHED FLOOR REFERENCE ELEVATION. ORDER, DES NOT COMMUNICATE TO MANUFACTURERI Best Fit NT C Created : Wed Jan 30 13:08:13 2008, System SBS 9AC 0 V 'M 1 8°-W 25° T w 147'=60 FRONT ARCHITECTURAL - (A) MAIN THESE PLANS AND ALL PROPOSED WORV AND E61U RED BY FIOAY CORRECTIOt4S ELDNt4pEECTORS THAT R MAY BE NECESSARY IN ORDER T COMPLY WITH ALL APPLICABLE CODES, SBS 9.4C Scott Oefe Best Fit d 22x34 Allied Steel 6400 n andrews ft lauderdale, FL 33309 COUNTY: broward 1/30/08 7° W 169 26°-3w VM Construction 8370 West Flagler St Miami, FL 33144 APPROVED R- Wed Jan 30 13:07:45 2008, System SBS 9AC HESE PLANS AND ALL PR OSt: WVK AND SUBJECT TO ANY CO TIONS REQUIRED BY FIELD INSPEC RS THAT MAY BE NECESSARY IN TO COMPLY WITH ALL APPLI ABLE DES 6 1 8'-3" 1 81 1 rI L 26-3 241 24' 1249 24' 147'=6W FRONT STRUCTURAL ELEVATION — (A) MAIN r6— LAI 9*3M41 7AN 16' 26I-3IA µP M 5M BIlI1LEF'. 22x34 Allied Steel 6400 n and-re STIMATM ScoltOefe 1/30/08 ftlauderdale,FL33309 COUNTY: broward Best Fit f n1dTAnT VM Construction 8370 West Flagler St Miami, FL 33144 s MBNR 1 Wed Jan 30 13:08:15 2008, System SBS 9.4C ITI GI F-] LEFT ARCHITECTURAL - (A) MAIN SBS 9AC 22x34 Allied Steel STIMAl. - 6400 n andrews Scott 0efe 1,30,08 ft lauderdale, FL 33309 COUNTY: broward Best Fit rnniTAPT �t VM Construction 8370 West Flagler St Miami, FL 33144 Wed Jan 30 13:07:53 2008, System SBS 9AC n a r'O e-J ca Sa C4epp�� - a a 19- ' 7°w3l°-7°-3m°-36°-n°.3w2°-3"2°-30Z I-217d22°i THESE PLANS AND ALL Y CORRECTIONS AND SUBJECT TO ANY ° q 1w •c�— W REQUIRED BY FIELD INSPECTORS THAT 3 - 10r V -� MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 201 209 20° 20° 201 +ar F�e.E CO? LEFT STRUCTURAL ELEVATION - (A) MAIN SBS 9.4C P. BUA Allied Steel 6400 n andrews E22x34 SwftOete ft lauderdale, FL 33309 COUNTY: broward Best Fit rnNTaCT- VM Construction 8370 West Flagler St Miami, FL 33144 APB j 0 Created: Wed Jan 30 13:08:19 2008, System SBS 9.4C GI n E� C 109 2®° 7AAV 219 RIGHT ARCHITECTURAL - (A) MAIN 10° M THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES SIBS 9.4C ,py( PMER W]£ IIILCCfi'. 22x34 Allied Steel <, NA(M 6400 n andrews ScoltOefe 1/30/08 ft lauderdale, FL 33309 COUNTY: broward VM Construction 8370 West Flagler St Miami, FL 33144 0 co 0) bra -fir. LA I Wed Jan 30 13:08:04 2008, System SIBS 9.4C 0 C P ca b P I 4P °° °-3°°2'�3w °` °2'° 3 2' 021.3g2°.3°°Z°-3g?=3 2gowl3 2°"a, 02g"'3°o2° 302g-3°2° 31 °-77�� •—tslo—o.la_•— I- I _.. _ I I I I I I h--•r�.h I I _ I_ i 441w p�L PROPOSED WORK THESE PLANS AND Y CORRECTIONS AND SUBJECT TO ANNSPECTORS THAT REQUIRED BY FIELD ORDER TO MAY BE NECESSARY IN COMPLY WITH ALL APPLICASLF CODES. 10° 201 209 1 g° I 219 I 109 - f,. 100° s ,A RIGHT STRUCTURAL ELEVATION — (A) MAIN SIBS 9AC ruwr Allied Steel VM Construction 6400 n andrewsScottOefe E22x34 ft lauderdale, FL 33309 8370 West Flagler St COUNTY: broward Miami, FL 33144 BLNE 0) 0n MBMR