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HomeMy WebLinkAbout1 Red Cleveland Blvd - BC01-001701 (SANFORD AIRPORT AUTH) (TENANT BUILDOUT) (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER 1C,-*' I- , PROPERTY OWNER °rr �('Y� -Q '►�' 2r'� �/ ►^•- ADDRESS��' PHONE NUMBE��Z' ELECTRICAL CONTRACTOR l� � ✓��j,'�JU ��.,2�"� ty tj SUBDIVISION cn cn PERMIT # 1' 1-70( DATE s PERMIT DESCRIPTION�U`���Lt,l G' PERMIT VALUATION JVi SQUARE FOOTAGE / 60C) MECHANICAL CONTRACTOR o 0 PLUMBING CONTRACTOR ty FA MISCELLANEOUS CONTRACTOR m PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 9-� CEIVED THESE PLANS /aNFpRD sUILDING D EPT. CCEPTED P ARE REVIEW CAN E�� Dp O NOT l L OPER T IOSCOEDpITALELY AND ENS SU SHALL PROVISIO ALTER O AS AUTI-IORITYROCEED WITH ISSUgNCF_ S F- THE TECSET ASIDE ANY VIOLATE DEPT FROhOF A PcRMI THl\ICAL CODES OF THE (0;:? OTI { pIC>� ON T. -E RCOUIj ING BU/LDIryG S,TIp; {S pF -�yCo E CSD JON,'TRucTION INTEFNATIONAL TERMINAL {I - i 1 o M'zI D� LOCATION PLAN P = 100' OFFIC� NORTH CopY z 0 m ei r� o� in n Q o 0 0 M d it i 1� a0 0 0 0 P, m a o _ o x c� M s ll- O 1 s. � I _ Y� ^1 N 1 E- O W W o O Z E- 2 O O �o 18'-0' 1.2'-m' REFLECTED CEILING PLAN SCALE: 1/4" = V-0" NORTH EXISTING CARPET FLOOR PLAN SCALE: 1/4" = F-0" U3 z 0 M 0 2n Q m m 2 o d m rn n c �"rn� o ao o b.F c7 .: n n gG t o 0 o a o x z � w � W M N O io a SECOND FLOOR N(j)SCALE: NONE ORLANDO SANFORD AIRPORT VIDEO GAME ARCADE mC.— 0.t c� Dd. Rd& =M.6149 .� M0003097 copyright p PROTECT LOCATION x.10 DRAWING: May 18. 2001 L u za a a Q w z z p p El x' r of Ex 0 w w U N O U p U w p U J J AIR AIR J m �w �w m U) 0: a a HOCKEY HOCKEY < y cai U i m C m m w w xx LnN m m m m PINBALL VIDEO GAMES PINBALL WATERSKI n x i -i TOP SKATER GOUNTEFFl (NIC) ARCADE RAREFY � � r," SPQR EUNNv , w AREA E B C7 2 ' - p L 1 SHARP SHOOTER 0 � OFFICE � I c{l 0� CALIFORNIA SPEED CALIFORNIA SPEED SURF PLANT MACE 9 � m 1,-O" 1-0 " I 2'-1D" 5° AL iREMOVE EX C,4RF'ET EDGE CLE,4R PLASTIC BU55LES TEXTUrRED VINYL FLOOR TILE m FLOOR PLAN N�j SCALE: 1/8"=V-0" ORLANDO SANFORD AIRPORT VIDEO GAME 1CADE milt C.M. Dd.. F-bk 3715"m wr 9/Aw7 ma imme AAABQIBl7 copyright O PROPOSED FLOOR PLAN DRAWING: A-2 May 18. 2001 SUSPENDED ITA15LEI LlNT a EXII57 i G EILIN � il V. 101 yRIDI TOI FPEIMA E f 5jED [) LUN LIjNTj (5) !okras W.�l1 WIN ORLANDO SANFORD AIRPORT VIDEO GAME A -,ADE S SA `copyripht p REFLECTED CEILING PLAN DRAWING: A�3 May 18. 2001 1�ld w w SOFFIT PLAN SCALE: 1/8"=1'-0" GY"P �D 50�-1T NEON 51CN (NIC) CLEAR PLASTIC 3U33LE WINDOWa - ENTRY ELEVATION SCALE: 1/8"=l'-0" ORLANDO SANFORD AIRPORT VIDEO GAME ZCADE 1 Qt c� Ddw 6 127A3itl AAOW3097 ENTRY PLAN & ELEVATION DRAWING: A�4 May 18. 2001 3'-00 r -m- ARADE 14'-0- OFEN 4�1 L OPEN ® 0 OPEN �I —0_ N ® m CLEAR PLASTIC 3U33LE WINDOWa - ENTRY ELEVATION SCALE: 1/8"=l'-0" ORLANDO SANFORD AIRPORT VIDEO GAME ZCADE 1 Qt c� Ddw 6 127A3itl AAOW3097 ENTRY PLAN & ELEVATION DRAWING: A�4 May 18. 2001 SANF7RD BUILDING DEPT. City of Sani'ord MAY 2001 Model (;tales In effect: Standard Building Code 1997 ed. r Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ed. See City Code AMENDMENTS FL. accessibility Codes 1997 FL. Energy Code 1997 SANF7RD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE PERMIT10705" CONSTRUED TO BE A LICENSE TO PROCEED WITH r THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL, ALTER, OR SET' ASIDE ANY OF THE PROVISIONS OF rHE TECHNICAL CODE',. NOR SHALL IS-iUAI,ICF` OF A PERMIT PREVENT T iE BUILDING uopr ienoNi 'rHEr7LA("TGR nE.OUIRING A CORREC- TION OF rtAROFZa ON THE PLANS, CONSTRUCTION OVi 6'r-HIVil VIOI,.A TIONS OF THE CODES g i oil C UPY F F 1 P LOCATION I I1h E=J �� 1 A F—I FT n —7�r J�lml n I . 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PLAN SCALE: 1/4"=1'-0" 1) ALPHA RETAIL [FEEL STUFF at ORLANDO SANFORD AIRPORT $LKENs CIAL EN �y YW oo Moomm " � � oopyri6�t O L \n FLOOR PLAN DRAT FNIG: MAY 4, 2001 PLAN �- - SCALE: 1/4"=1'-U° AMTICO AMTICO �y� ' AMTICO JS 992 PLUM RIB - RIB �T R m JS 915 BLUEBERRY I ,, JS n91 SPEARMI(� � IB -I ' �J [ES ALPHA RETAIL REEL STUFF at ORLANDO SANFORD AIRPORT BY-ANKENSHM MM cNIH-LE F���.n d AAWVlW7 copyright U �1A1� F -10OR FINISHES PLAN DRAWING MAY 4, 2001 20mm QUIRK DETAIL WITH POLISHED S/STEEL INSERT. CARTOON STRIP TO RUN ALONG REEL- DETAIL EELDETAIL TO BE FADED OUT BEHIND THE BUILT UP ILLUMIN TED LETTEF I I II II II I II II II II II L�._J II it II I II I I I II U`1`0 EM McMHJLEN I� =---' r +a»an.aua MOOW 1141 TV SUSPENDED FROM BULKHEAD VIA SUPPORT POLISHED S/STEEL EDGING I G IOD �i copyright 0 _— — — FM FM Fm �� . - , f1_ Lljl FFIL �. -r--rr---r--rr �- POLISHED S/STEEL KICK DEATIL HIGH TENSION CABLE SYSTEM WITH GLASS SHELVES FRONT ELEVATON SCALE: 1/411- P-011 ALPHA RETAIL REEL STUFF at nRLANDO 5ATNTFOR_D AIRPORT' 131,AN�NTSEHP JJJ U`1`0 EM McMHJLEN r +a»an.aua MOOW 1141 copyright 0 FRONT F ELEVATION DRAW[NTG: - - F-fiali A W - MAY 4, 2001 SANFORD BUILDING DEPF. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT I SUEO SHALL BE CONSTRUED TO B.F. A UCF N\ rE TO FROCEFD WITH THE WORK AND NO' A` IWTHORITY :�j VIOLATE, CANCEL, ALTER, 011-e �T.",' ASIDE ANY OF THE PROVISIONS OF THE T-. , !4NICAL C'ODF` NOR SHALL ISSUANCE OF A PEW -:!T PREVENT .c BUILDING DEPT FROM THEREAFTER R.n!;{,?ti•IG A CORREC- TION OF ERRORS ON TH.' f- ;:,h<F . • jN S T R;.JCTION !. OR OTHER VIOLATIONS OF-'fi-!F. '! , :. City of Modoll Codi'i)5 I!') of4l-t- st'and'ard Buiil ing .;Ori;:,." Standard h i ch tf ic-.SJ r G PERMIT COMPONENT SECURITY UPGRADES VE111CLF,� HEIGHT RESTRICTORS August 19, 2002 AIP No. 3-12-0069-037-2002 Is .� ARCHITECT STRUCTURAL ENGINEER Sanford Airport Authority One Red Clevland Boulevard Sanford, Florida, 32773 407.585.4007 Fax 407.322.0186 Contact: Bryant Garrett BLANKENSHIP McMILEN ARCHITECTS 736 North Magnolia Avenue Orlando, Florida 32803 407.999.9889 Fax 407.999.5115 Contact: Nelson Blankenship BLANKENSHIP- McMILLEN DEC am'INEEK-an AMORE ENGINEERING, INC. 2277 Lee Road, Suite 225 Winter Park, Florida 32789 407.647.6800 Fax 407.647.6119 Contact: Glen Amore 736 North Magnolia Avenue Orlando, Florida 32803.3809 P 407.999.9889 F 407.999.5115 AA 0003290 copyright SHEET INDEX NUMBER TITLE ISSUED REVISED 000 COVER SHEET 08.19.02 ARCHITECTURAL A-101 OVERALL SITE PLAN 08.19.02 A-102 BARRIER ELEVATIONS & DETAILS 08.19.02 STRUCTURAL S-120 GENERAL NOTES AND SCHEDULES 08.19.02 S-220 PLANS AND DETAILS jk N NORTH N.T.S. OVERALL SITE PLAN v yr r-NHUHS ON THE PLANS. CONSTRUCTION Oil OTHER VIOLATIONS OF THE CODES. LOCATION MAP PROJECT z SITE z d o AIRPORT BOULEVARD H PE ir f p�j z 1 �l� �{ LAKE MARY BOULEVARD ORLANDO SANFORD n AIRPORT NORTH N.T.S. RECEIV ��' �' � JDEC 10 2002 f i CI�1 #103�Mi CQ c 0 Q.. v 0 a� c� 0 m Nelson Blankenship p o � 0 c�2 rn h m s w � a 0 V1 V w �--, a w� � A � a o� o �w o o� DRAWN BBM CHECKED NBB CAD FILE 0222ivA101 PROJECT Qi7i NUMBER DRAWING NUMBER A-101 DATE 08-19-02 EQUAL — z \K-1 -7^"\-\\\\ _7"N\�--111111" ELEVATION WARNING PIPE SCALE: 1/4" = 1'-0" EQUAL 3X3 STEEL TUBE OUTRIGGERS WITH CLOSED ENDS - 3/4' GAlV CHAIN PROVIDE IW:; CLAMP AT BOTTOM OF CHAIN TO JEC1TO PVC EYELET. 3' PVC 5CHE ULE 40 PIPE W 2' REI ING CONDUIT INSIDE. TOVIDE EYELET EA END OF CONDUIT. FINAL PLACEMENT OF POSTS SHALL BE FIELD VERIFIED AND COORDINTED WITH THE AIRPORT. STEEL TUBE OUTLOOKER WITH PVC WARNING PIPE BARRIER SECTION BARRIER AT UPPER SETTING SCALE: 114" = P-0" WELD 1/4' PLATE WITH 3X3 STEEL TUBE OUTRIGGER WITH TWO 1/2' HOLES FOR BOLTING CLOSED ENDS. PROVIDE 3/8' BOLTS OUTRIGGER TO BARRIER (TYP) FOR ATTACHMENT TO BARRIER BARRIER AT LOWER SETTING SCALE: 1/4" = 1'-0" PROVIDE ADEQUEATE EYELETS WELDED TO OUTRIGGERS 8 WARNING PIPE FOR ATTACHING CHAIN. (TYP) 3/4' GALV CHAIN 3' PVC SCHEDULE 40 PIPE W 2' CONDUIT INSIDE STEEL TUBE OUTLOOKER WITH PVC WARNING PIPE BARRIER SECTION BARRIER AT LOWER SETTING SCALE: 1/4" = 1'-0" POST DRIVING 5URFA(E OR CURB - VARIES PIAN SCALE: 1/4" = 1'-0" UPPER AND LOWER BARRIER TRIANGULAR FRAMES (LOOSE) ARE REMOVABLE d BOLTED IN PLACE AS NEEDED W/ TWO 1/2' BOLT EA END. I— (I — OUTRIGGER FRAMES (3- L jr) WHICH ARE BOLTED IN PLACE TO BARRIER u U ELEVATION WITHOUT BARRIERS SCALE: 1/4" = P-0" 25'-0' e PARKING LOT D 35'-0' Q PARKING LOT A E C HAUNCHES - WITH CLOSED ENDS, ALL EDGES GROUND SMOOTH POSTS - WITH CLOSED TOPS - ALL EDGES GROUND SMOOTH CONC FOUNDATIONS U ELEVATION BARRIER AT UPPER SETTING SCALE: 1/4" = P-0" U u ELEVATION BARRIER AT LOWER SETTING SCALE: 1/4" = P-0" HIGH POINT OF DRIVING SURFACE TO BE FIELD DETERMINED AND VERIFIED WITH OWNER FOR ESTABLISHING POST'$ FOUNDATION HEIGHT (TYP) BARRIER FRAME (OUTRIGGERS NOT 5HOU,N FOR CLARITY) HIGH POINT BARRIER FRAME (OUTRIGGERS NOT SHOWN FOR CLARITY) HIGH POINT IPOST +u SLOPE 1/2' (TYP) n A Ct7 c 0 Q U e� m 0 i 4 b Nelson Blankenship � oo ., co co -` 0, r2 rn 'f: d s 'd a rn o a rn 0 z�T w z 1-4 �® w E Q o a E--4 R; E--4 �' A W � a O HM �1 W Fri ® �y DRAWN BBM CHECKED NBB CAD FILE 0222ivA101 PROJECT X22.2 NUMBER DRAWING NUMBER A-102 DATE 08-19-02 # NUMBER K. KIP & AND L STEEL ANGLE AT LGTH. LENGTH A. B. ANCHOR BOLTS LT. GA, LIGHT GAUGE A.C.I AMERICAN CONCRETE INSTITUTE MAT. MATERIAL A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MAX. MAXIMUM A.I.S.I. AMERICAN IRON AND STEEL INSTITUTE MB1 (1,2,...) MASONRY BEAM SCHEDULE MARK A.W.S. AMERICAN WELDING SOCIETY MC1 (1,2,...} MASONRY COLUMN SCHEDULE MARK ALT. ALTERNATE MECH. MECHANICAL ALUM. ALUMINUM MFR. MANUFACTURER ARCH. ARCHITECTURAL B1 (1,2,...) BEAM SCHEDULE MARK MIN. MINIMUM BETWN BETWEEN MISC. MISCELLANEOUS BLDG. BUILDING N.I.C. NOT IN CONTRACT BLK BLOCK NOM. NOMINAL BM, BEAM N.T.S. NOT TO SCALE BOT, BOTTOMNS NEAR SIDE BRG. BEARING NS/FS NEAR SIDE AND FAR SIDE G STEEL CHANNEL 0. C. ON CENTER C.F. CUBIC FEET 0. D, OUTSIDE DIAMETER C.I.P. CAST IN PLACE OPG. OPENING C.L. CENTER LINE P.S.F. POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT P.S.I. POUNDS PER SQUARE INCH C. Y, CUBIC YARD P.T. PRESSURE TREATED Cl (2,3,...} STEEL COLUMN SCHEDULE MARK PC PRECAST PC/C PRECAST CONCRETE CB1 (2,3,...) CONCRETE BEAM SCHEDULE MARK CC1 (2,3,...) CONCRETE COLUMN SCHEDULE MARK PAR. PARALLEL CJ CONTROL OR CONSTRUCTION JOINT PL. PLATE CLR. CLEAR PLY. PLYWOOD COL. COLUMN PREFAB. PREFABRICATED CONC. CONCRETE R.D. ROOF DRAIN CONN. CONNECTION REF. REFERENCE CONST. CONSTRUCTION REINF. REINFORCEMENT CONT. CONTINUOUS ftEQD. REQUIRED CONTR. CONTRACTOR REQMTS. REQUIREMENTS DEPT. DEPARTMENT RF. ROOF DIA, DIAMETER(S) S.F. SQUARE FEET DIM. DIMENSION S.S. STAINLESS STEEL DIST. DISTANCE SCHDL. SCHEDULE ON. DOWN SECT. SECTION R. DRAIN SPC STANDARD PIPE COLUMN O DR. DETAIL SPECS. SPECIFICATIONS DWG. DRAWING STD. STANDARD E.F. EACH FACE STEL. STEEL E.W. EACH WAY STR. STRUCTURAL EA. EACH SYM. SYMMETRICAL EJ EXPANSION JOINT T&B TOP AND BOTTOM EL. ELEVATION T&G TONGUE &GROOVE ELEC. ELECTRICAL T/ TOP OF.... ENGR. ENGINEER T/BM TOP OF BEAM EQ. SP. EQUAL SPACED T/CB TOP OF CONCRETE BEAM EXIST. EXISTING T/FTG TOP OF FOOTING EXP. EXPANSION T/SLAB TOP OF SLAB EXT. EXTERIOR T/STEL TOP OF STEEL F.D. FLOOR DRAIN T/TB TOP OF TIE BEAM F. (2,3,...) FOOTING SCHEDULE MARK T81 (1,2,...) CONCRETE TIE BEAM SCHEDULE MARK FIN. FLR. FINISHED FLOOR TDS1 (2,.3,...) TURNED DOWN SLAB SCHEDULE MARK FIN, GR. FINISHED GRADE THK. THICK FLR, FLOOR TS1 (2,3,_). THICKENED SLAB SCHEDULE MARK FND. FOUNDATION TYP. TYPICAL FRMG. FRAMING U.N.O. UNLESS NOTED OTHERWISE FS FAR SIDE VERT. VERTICAL FT. FEET OR FOOT W STEEL BEAM FTG. FOOTING W.P. WORKING POINT F, V. FIELD VERIFY W/ WITH GA. GAUGE W/0 WITHOUT GALV. GALVANIZED WD, WOOD HOR. HORIZONTAL WF1 (1,2,...) STRIP FOOTING SCHEDULE MARK HSS TUBE STEEL WWF WELDED WIRE FABRIC HT. HEIGHT XSPC EXTRA STRONG PIPE COLUMN 1. D. INNER DIAMETER XXSPC DOUBLE EXTRA STRONG PIPE COLUMN IN. INCH (ES) YD. YARD INT, INTERIOR JST. JOIST JT. JOINT SYMBOLS 1®� SECTION CUT: ELEVATION MARK: T SLABEL.: 100'-0' S1.1 1 NORTH ARROW: DETAIL BUBBLE: (D 51.1 NORTH ELEVATION: 1 KEYED PLAN NOTES: X S1.1 KEYED CONNECTION: <X STRUCTURAL GENERAL NOTES 1. GENERAL 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE, AS ADOPTED AND SUPPLEMENTED BY LOCAL ORDINANCES. 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES. 1.3. DO NOT SCALE DRAWINGS. 1.4. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. 1.5. SEE ARCHITECTURAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE STRUCTURAL WORK. VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT PURCHASED, 1.6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. 1.7. ACTUAL ELEVATION OF GRADE MUST BE VERIFIED BY GENERAL CONTRACTOR, 1.8. AN INDEPENDENT TESTING LABORATORY WILL BE: RETAINED BY OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB SHAD_ SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. 1.9. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN IN THE APPROVED SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO CORRECT ANY UN—APPROVED CHANGES IN ORDER TO COMPLY WITH CONSTRUCTION DOCUMENTS, 1.10, SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY CONTRACTOR PRIOR TO SUBMITTAL. NON—CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 2. DESIGN DATA AND CRITERIA 2.1. LIVE LOADS: 2.2. DEAD LOADS SELF WEIGHT MISC ARCH'L 2.3. ALLOWABLE SOIL PRESSURE: 2.4 WIND LOADS CODE: WIND VELOCITY IMPORTANCE USE FACTOR: BUILDING CATEGORY: INTERNAL PRESSURE COEFF: VERT./HORIZ. C&C PRES. 10 kips (HORIZONTAL) 5 plf (EACH TOP CHORD) 3000 PSF (ASSUMED) ASCE 7-98 120 MPH 1.0 OPEN 0.00 f 10 PSF 3. FOUNDATIONS 3.1. SUBMIT REINFORCING SHOP DRAWINGS DETAILING FABRICATION, BENDING AND PLACING OF REINFORCING FOR FOUNDATION CONCRETE WORK. DRAWINGS TO SHOW BAR BENT BAR DIAGRAMS AND ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCING FOR OPENINGS THROUGH CONCRETE FOOTINGS. 3.2. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH CLEAN SANDY SOIL. 3.3. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. 3.4. PLACE CONCRETE FOR SLABS ON A 6—MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL. 4. CONCRETE AND REINFORCING 4.1. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 4.2. CAST—IN—PLACE CONCRETE 28—DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS, EXCEPT AS NOTED: FOUNDATIONS 3000 PSI 4.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: FOOTINGS 3" 4.4. REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: REINFORCEMENT BARS: ASTM A-615, GRADE 60, LATEST REVISION SCHEDULES, STIRRUP SPACING, 5. STRUCTURAL STEEL 5.1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS—ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, JUNE 1, 1989• 5.2. SUBMIT STRUCTURAL STEEL SHOP DRAWINGS BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SHOP DRAWINGS SHALL INFORMATION FOR FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL ITEMS. 5.3. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: STRUCTURAL STEEL AND THR. RODS: ASTM A36 OR A572 Grade 50 ANCHOR BOLTS AND MACHINE BOLTS: ASTM A307. PIPE COLUMNS: ASTM A53, GRADE B. STRUCTURAL STEEL TUBING: ASTM A500, GRADE B. HIGH STRENGTH BOLTS (S.S.): ASTM A193, AISI TYPE 304, HOT FINISH w/SUITABLE •BUTS AND WASHERS 5.4. FABRICATE BEAMS WITH RESIDUAL CAMBER UP. 5.5. CLEAN FABRICATED STEEL IN ACCORDANCE WITH SSPC—SP2 OR SP3. 5.6. ALL STRUCTURAL STEEL SHALL BE HOT—DIP GALVANIZED AFTER FABRICATION CONFORMING TO ASTM A-123.,060 5.7. CONNECTIONS: 5.7.1. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH—STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE "TURN—OF—THE—NUT" METHOD 1/2 TURN). 5.7.2. WELDING ELECTRODES FOR A36 AND A572 GRADE 50 STEEL SHALL BE E70XX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH END. 5.7.3. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. 5.7.4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, EXCEPT AS NOTED OTHERWISE. SHOW COMPLETE (SNUG TIGHT PLUS 5.8. GROUT UNDER BEARING PLATES SHALL BE NON—METALLIC, NON—SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI IN SEVEN DAYS. USE VIBROPRUF #11, BY LAMBERT CORPORATION, OR ACCEPTED SUBSTITUTE. 6. ANCHORS AND ATTACHMENT 6.1. EPDXY ANCHORS SHALL BE HILT] "HIT HY 150" OR ACCEPTED SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. NOTE: 1). ALL STEEL MEMBERS SHALL BE GALVANIZED 2). ALL BOLTS SHALL BE STAINLESS STEEL. 3.) SEE ARCH'L PLANS FOR 01 iTRirrP-P ArCFKAPI Y NnT gknwNl ■ nl innnrl Wiluffoug VVJJLI I L�IILJ} 1 11 , a a�.� r■ � vv vv�i i �...�..v} , i. . SCALE: 1/2"= 1'-0" 10 ® 3'-6" = 35'-0" 6 ® 4'-2" = 25-0" ninr -rnn nI Innn SECTION -7 In 1) n A n n A rf— BASE PLATE 0 0 0 v- A.B. TS COLUMN � O \ cV I� 0 0 0 \ 7 1/2" 4 4 /2"4 in" ,2'-6" 0 x 6'-0" DEEP , AUGER PILE (8) #5 VERT, #3 TIES @ 24" O.C. (MAX.) `—" CONC. PIER 2 FOOTING DETAIL S500 SCALE: 3/4"= 1'-0" TYP PIPES SCALE: 1/2)7= 11-0" rrii.�.z.rir■� 3 CONN. DETAIL S500 SCALE: 1 1/2"= 1'-0" .1 L4x4x1 /4x2'-6" LEDGER ANGLE :4x1 /4x2'-6" 1/4" CAP PLATE \. END 112 r4 - SPLICE CONN. �2OSCALE: 1 1/2"= 1'-0" Al I II � uv I I vrrl �i ivnv 1 SECTION DETAIL S220 SCALE: 311= 1'-0" m C O 4-1 O_ U v v CLf 0 >z O / O Q� I m © n Ld N r M p OIn Z � p CO cD W o�t� Q ^, 0 :: . v . . h co O U u -- 0 0: L — W Z -� h � p r, 0 x0 Li.. N Q L ��\\ `\ . Clem. ymme Q SJ r -t fdi O O� IBJ t� O O O O :� ro 0 Z zr H cn I z z W W � W DRAWN ETR CHECKED MG CAD FILE S220.dwg NUMBER 0222 DRAWING NUMBER 5220 DATE 08-19-02