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CC-09-694 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �..�. Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 119627 Permit Number: CC -4 -09 -694 Scheduled Inspection Date: April 08, 2010 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: GT GRANDSTANDS INC Building Department Comments remove existing bleacher units and replace with new ones Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 112600. All accessible feature L must be met including access to public way and elevation changes. Failed Correction Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 07, 2010 For Inspections please call: (305)762 -4949 Page 3 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 112600 Permit Number: CC -4 -09 -694 Scheduled Inspection Date: July 07, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: GT GRANDSTANDS INC Building Department Comments remove existing bleacher units and replace with new ones Inspector Comments Passed t o 1411 Acres j , 4& /k4 ale, 4, /4 C" to 4eeerr 44,0 Failed " . �,t, e�Gri�✓. Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. i . a , ,, 3nno For Inspections please call: (305)762 -4949 nee Inspection Worksheet Miami Shores Village -- 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I'NSP 1151'90 Permit Number:' CC - -09 "94 Scheduled Inspection Date: May 28, 2009 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: , BARRY UNIVERSITY Work Classification: Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: GT GRANDSTANDS INC Building Department Comments Inspector Comments Passed D Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. AA _&A^ F"WE OF FLORTDA COUNTYZiF DADE co 1 CERT1F-yP,!?1 , I : Of jpe ork7w in R ;. Est HAW" RIC, MAY 2 1 CFH 2009RO372579 OR Bk 26875 Ps 08151 Qps) . NOTICE OF COMMENCEMENT RECORDED 05/21/2009 13:42:09 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION HARVEY RUVINY CLERK OF COURT MIAMI-DADE COUNTYY FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. k ZIUO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: C'1411 0C RIO" 51bm THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: t(sw pc -z Aot . Wekmi 5 1 146r&.. L. _;Z91140) 16 F_ A.WtIN Zoms &;4 Kr Ziir - 2_7e "KELft 2. DK ription of improvement: Soacey rnei� 3. Owner(s) name and address: 13AC" I ZYW& A%k- Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lenders name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. NAme ancl Addrpss: A)a 2, 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is I year from the date of recording unless a different date is specified) Signature of Owner ;, ewrt&* AV Print Owner's Name* &24 61A1iv&x-,41?2 1�yd_ — Prepared by Mey_ 0 4P m a r -N Sworn to and subscribed before me this day of ftla. V 20 0.9-.... Address: I co (y z A A Notary Public: 'SIA Fz- - 3' 3 & 1 Print Notary's Name: L m A _N My commission expires: • AM a' Carpirission ExpWMAA 16, 209 OW Comftm # W 441101 Bo nded By Nab"$, =A�la 05/20/2009 15:59 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11 001 �s TX REPORT TRANSMISSION OK T% /R% NO 3455 RECIPIENT ADDRESS 8133051415 DESTINATION ID ST. TIME 05/20 15:58 TIME USE 00'52 PAGES SENT 1 RESULT OK Vm� Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �ECEOVE® BUILDING Permit No. ���� PERMIT APPLICATION 27 09 M ster Permit No. FBC 2004 Am Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) % A A4 Usj uirts er s( Phone # 305 111 • 3-I gr Owner's Address 11300 NE 2'" Av E City H idt- t . 56rex State F C_ Zip 331(- f Tenant/Lessee Name P1 Orr Phone # MJA Job Address (wheie the work is being done) 5#4044C Mks q doyL' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO �! � ��3.3bS 14►� Contractor's Company Name C f C v om psrlrovs l Mc- Phone # S IPS 3 05 N Contractor's Address Z SyatjCY QO City Ri Ac s't - - Ca f State F' 1 _ Zip 3"S Qualifier Name 6 LeU- , i4.ofL.y UCA4tg£Yt- Phone # State Certificate or Registration No. O 1 1 S's ` f Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ If0l 000. DO Square /Linear Footage Of Work: E E 44+"'" Type of Work: ❑ l Addition ❑Alteration []New X Repair/Replace ❑ Demolition Describe Work: R E'M oyc %27-p Ltm l.k_ j°& Ca nti tZ % AmQ R�Pia� w1z C�2� q �o� x 1' t,wt ANO U s e1w x c 1' - unary , Submittal Fee $ Permit Fee $ JW CCF $ 34 Notary $ Training/Education Fee $ I Y 00 Technology Fee $ •5 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a See Reverse side Bonding Company's Name (if applicable) p cc In Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) m tA OH -- Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. G°WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. CA- I✓ I fdc— 7 z- , - , ` ' / Signature Signa qL P ©�� ` �wn ®r Qr Agent_ _ — t 4 , 1 r7 L -> Contractor �!1'v 1� The foregoing instrument was acknowledged before me this �`� The foregoing instrument was acknowledged before me this V day of * I , 20 Oj by F re- d dy Ll 11 o-% day of r` , 200 by Gre L & CkW, who is personal! known t o me or who has produced who is personally known to m e or who has produced As identification and who did take an oath. as identification and who did take an o P. NOTARY PUBLIC: � ��a l & M rrrS OTARY PUBLIC: M ° Nobly Pint - :tea ofFlof Q ���,� o My Commission Expires: My Commission Expires: Sign: C *0D441843 ign \ . Asst Print: r�, S N'4 rint: �al�S,aOIp ® } �gs� � APPLICATION APPROVED BY: Plans Examiner Engineer U J rA�l Zoning (Revised 07/10/07) Y RECMV;:D Physical Plant 11300 NE 2nd Avenue UNIVERSITY AP 09 Miami Shores, FL 33161 voice 305 - 899 -3785 '° ®w .� fax 305 - 899 -3794 Division of Business and Finance April 17, 2009 Miami Shores Village Building Department 10050 N.E. 2 Ave Miami Shores, FL 33138 Re: Soccer Field Bleacher Replacement Project To whom it may concern; Please allow this letter to serve as authorization for GT Grandstands, Inc. to obtain a permit for the above referenced job on behalf of Barry University. If you have any questions, please do not he'sitat'e td contact my office. Sincerely, Freddy Ulloa Associate VP Facilities Barry University A F� r I � k � - � 2 •� r r � yr �O C Al ®H `' D ""vwewr L 7 wily, �-c locatio�t D� �- 61�- c,1w 5N0eES Miami � shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �IORiDA Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -694 Job Name: May 7, 2009 Page 1 of 1 Building Critique Sheet 1) Wind load design criteria is incorrect, Dade County requires exposure C. 2) Section 1613 requires the sway forces to be 24 pounds calculated parallel and perpendicular. 3) The code reference is incorrect, theIFBC 2007 is in effect. Plan review is not complete, when all items ,above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- sgibmittal drawings. Norman Bruhn CBO 305 - 795 -2204 i I T3 Miami S hores Village ones � � Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 A 124 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 09 -694 Job Name: May 7, 2009 Page 1 of 1 Building Critique Sheet 1) Wind load design criteria is incorrect, Dade County requires exposure C. 2) Section 1613 requires the sway forces to be 24 pounds calculated parallel and perpendicular. 3) The code reference is incorrect, the FBC 2007 is in effect. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 x r x 11 Miami Shores Village Permit NO. CC -4-09-694 r e 10050 N.E. 2nd Avenue . ......... ... ....... . . . . . .... ........... ............ ............................. ......... _ ......................... .-CM-Mmeft. U00ST C 0 T I.C. tru t Miami Shores, FL 33138-0000 ........... ................. ............ ........... .......... ................ ..................... . ................... ...... ................................. ....... ... ............... . ...... �: � W Ao ................. . ..... Phone: (305)795-2204 Fax: (30 5)756-897 2 ------- ........ ......... ...... ..................................................... . ......... .......................... ......... i ssue .. D ate : - N . 0 . t Issued ... Expires:Not Issued ............... .......... ............... ...................................... Folio Number: 1 121360000050 ...... . .............. .... ...... __,_­ ......................... ................... Owner's Name: NORMA ARISTIDE Owner's Phone: (305)893-1745 Job Address: 113002Avenue Total Square Feet: 0 Miami Shores, FL 33138-0000 Total Job Valuation: $90,000.00 . . ...... .. . ... ................. .. .............. ................................................. ..................................................... ............................................... ........ .......... ..... Contractor(s) Phone Primary Contractor .. XXXXXXXXX ......... 11.*1.'1.'1.*.1.11: Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/1/2009: Yes Comments: • Parcel Owner Report Parcel Number: 1121360010160 11300 NE 2 avenue Miami Shores FL 33138 - Block: 1 Lot: 2 Tax ID: 1121360000050 Monday, April 27, 2009 Page 1 of 3 Related Permits Perrr Number Application D ate Expiration Date Status 40 Yr ReCertification RCRT -6 -07 -1213 06/11/2007 01/01/2999 INCOMPLETE Commercial Construction CC -12 -06 -2912 12/04/2006 08/21/2007 CLOSED Commercial Construction CC -5 -07-1066 05/24/2007 11/18/2008 CLOSED Electrical - Commercial ELC -12 -06 -;3020 12/15/2006 09/08/2007 CLOSED Electrical - Commercial ELC20t04 -324 11/24/2004 11/24/2005 EXPIRED Electrical - Commercial ELC -'l -07 -2054 10/03/2007 09/22/2008 CLOSED Electrical - Commercial ELC- '12 -36 -3019 12i1512006 12/19/2007 CLOSED Imported Permit BP2002 -1107 06/17/2002 12/14/2002 APPROVED Imported Permit EL2005 -38 01/27/2005 09/25/2005 APPROVED Imported Permit MC2002 -8 31/2312002 07/22/2002 APPROVED Imported Permit BP2002 -1 224 07/12/2002 01/08/2003 APPROVED Imported Permit PL2002 -16 01'22/2002 07/21/2002 APPROVED Imported Permit BP2003 -1471 09!09/2003 06/08/2004 CLOSED Imported Permit EL2002 -276 08/23/20C2 02/19/2003 APPROVED Imported Permit BP2004 -846 06 / 8/2004 12/28/2004 EXPIRED Imported Permit EL2004 -295 10/19!2004 05/23/2005 CLOSED Imported Permit EL20G2 -290 09/06/2302 04/02/2003 APPROVED Imported Permit BP2002 -717 04/e0/20G2 03/10/2003 APPROVED Imported Permit PL2003 -343 12/12/2003 07/10/2004 CLOSED Imported Permit EL20t?'3 -378 12/12/2003 02/26/2005 CLOSED Imported Permit BP20f)4 -935 07/09/2004 05/23/20005 CLOSED Imported Permit EL2002 -230 07!15/2002 01/11/2003 APPROVED Imported Permit PL -0's -1022 12/18/2301 06/16/2002 APPROVED Imported Permit EL2004 -277 09/23/2004 05/23/2005 CLOSED Imported Permit EL2005 -39 01/27/2005 09/25/2005 APPROVED Imported Permit BP20'u "s- ` 3 899 12/05/2003 09/23/2005 CLOSED Imported Permit BP20i)2 :225 07/12/2JC2 02/12/2005 CLOSED Imported Permit EL20,?3 -32C 10/23/2003 05/28/2005 CLOSED Imported Permit EL2002 -11 01/08/2002 02/15/2005 APPROVED Imported Permit EL20'32 -123 014,/08/20G2 12/25/2002 APPROVED Imported Permit BP2003 -1257 07/31/2003 09/24/2005 CLOSED Imported Permit EL2002 -59 02/20/2002 03/31/2003 APPROVED Imported Permit BP2,"),)2 -1426 08/13/24002 02/09/2003 APPROVED Imported Permit BP2004 -`i2'C 09/21/20GA C5/29/2005 CLOSED Imported Permit BP20J2 -445' 03iO412JC'2 08/31/2002 APPROVED Imported Permit EL2 3 2 -' 40 34/23/2002 10/26/2002 APPROVED Imported Permit MC200:2 -9 3 07/29/2002 APPROVED Imported Permit PL2002 -17 ,;';/22/2002 31126/2003, APPROVED Imported Permit PL2 32 -162 0;3/24/2002 03/18/2003 APPROVED Imported Permit PL20 0 a -2s00 J 6 0 0C2 32/02/2003 APPROVED Imported Permit E-2. ')2- CY121 33, APPROVED Imported Permit 1:302 31/21/2003 EXPIRED Imported Permit M L: ''J2 -43 ) ;f' :302 10/09/2002 APPROVED Mechanical - Commercial MC -3 -06 -526 03 U2 i2:036 03/02/20G7 APPROVED Mechanical - Commercial MCC: -9 -06 -23'15 09/1 '. /2006 10/14/2007 CLOSED Monday, April 27, 2009 Page 2 of 3 IT Mechanical - Commercial MC- n2/20107 09, CLOSED 1 7- Paint PT - " u .08 - 1 87 0/2 ,.! 05/02/2009 CLOSED Plumbing - Commercial PLC-2-07-585 03/26/2007 011 CLOSED Plumbing - Commercial P LC-9- 0 7 - 2� ° 0 09/ 09/15/2008 CLOSED Plumbing - Commercial 08/21/2!007 04/26/2008 CLOSED Plumbing - Commercial PLC 12-08-2178 12j' 8/2003 06/22/2009 CLOSED Plumbing - Commercial PLC 1 -09-27 0 ' / : x712009 01/01/2999 CLOSED :L - ')9 CLOSED - 06-'992 C I 7 `1/01/29 APPLIED Roof RF-'.-j-0;-506 Roof 10/02/2C0 CLOSED Roof RF-C-CN3- -`/2 11/27/203 CLOSED Roof RF-1 0-0 1 Ji 81 G8/17/ CLOSED Roof RF-16-06-1632 3 0 0 1/27/2 0!;,8 CLOSED Windows /Shutters 1 j jVS- J 1-0 7-2309 11118120G6 CLOSED L' Windows /Shutters 'V'VS- i i - 0 -7 '1308 11!18/ 20O(3) C:-OSED Monday, April 27, 2009 Page 3 of 3 ` yN No- ORES << Miami Shores Village r�m* Type n .: 10050 N.E. 2nd Avenue ,� �Ot ca rcua A lteration ':.. Miami Shores, FL 33138 -0000 Pell Phone: (305)795 -2204 Pe1J1'�tF2t�° 0' ft Expiration:11011 Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 BARRY UNIVERSITY INC t Miami Shores, FL 33138 -0000 Block: Lot: Owner Information A ddress P hone Cell �.. ......,, ,_, r 3 BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 90,000.00 GT GRANDSTANDS INC x«; Total Sq Feet: 0 Approved: Yes Available Inspections: Comments: Inspection Type: Date Approved: 5/1/2009: Yes Final PE Certification Date Denied: Window Door Attachment Type of Construction: SOCCER BLEACHERS REPLACEM Occupancy Load: Tie Beam Stories: Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Plans Submitted: Certification Status: Store Front Attachment Certification Date: Additional Info: Insulation Bond Return : Classification: Commercial Drywall Screw Window and Door Buck Ceiling Grid Fees Due Amount Invoice # Total Amt Paid Amt Due Fill Cells Columns CCF $54.00 Education Surcharge $18 CC - 5 - 09 - 34871 $ 2,854.50 $ 2,854.50 $ 0,00 Permit Fee - Additions /Alterations $2,700.00 Scanning Fee $15.00 Technology Fee $67.50 Total: $2,854.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. May 20, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy May 20, 2009 1 TRANSMITTAL LETTER • 2810 Sydney Road Plant City, FL 33566 GT GRANDST INC�. • • • �1'h: 8131305 -1415 Fx: 8131305 -1419 • ... ATTN. • Monica Ua2',,'9V0(y r /� ;-f : : JOB #: 2405 T . • • •• Go* 000 0 00 DATE: 5/7/2009 Company: Miami ShorBVil BRIEF Address: 10050 "E 2nd eve : ::.... • Permit Application # CC09 -694 City Miami Shores St: FL Zip: 33138 Barry University - Soccer Bleachers Phone: (305) 795 -2204 Corrected Cover Sheets (Void & Replace originals) Attached Under Seperate X Attached Reason Drawings COPIES RE V# DESCRIPTION Sealed copies of Revised Cover Sheets with Design Notes C1.1 Drawing List: Transmittal Reason For Permitting COMMENTS: Please replace original Cover sheets with Rrevised Coversheets as per comments from Mr Norm Bruhn CBO dated 05/07/09 SIGNED: CC. 2405 reg ry 1' � :Z uckner PROJECT Project file e P U •, •• • • • •• • r +- o 0 Z 6ARRY UNIVERSITY MATERIAL SELECTIONS FOOTBOARDS: MILL FINISH N ' :'• . •: S U CER FIELD S EATS: ANODIZED 0 * 0 BACKRESTS: BLACK POWDERCOATED • • �' RIA SHORES, F L 3 3! b I RISERS: ANODIZED ; GUARDRAIL: GALVANIZED CHAINLINK " f z ••. �.• �. ... .. r- ALUMINUM ANGLE BLEACHERS dZiLl DESIGN CRITERIA 640 z a Design conforms with Florida Building Code 2007 0 (2) 9 Row x 81 UNITS Wind Loads: 150 MPH Live Load: (Gross Horizontal Projection) 100 PSF Z (I) 5 R ow x 51 ' UN Exposure: C Horizontal Sway Parallel to Seats: 24 PLF a Importance Factor: 1.15 Horizontal Sway Perpendicular to Seats: 24 PLF 8" RISE w/ 30" SEMI — CLOSED DECK SYSTEM Live Load Seat and Tread Planks: 120 PLF W/ BACKRESTS GENERAL NOTES Z a J DO 1. Structural steel shall conform to the AISC specifications for the design, fabrication and erection of structural steel for buildings, rL X x ninth edition. 0 — 00 2. Steel rolled W- shapes shall conform to ASTM A -572 grade 50. Steel angles, plates and material shall conform to ASTM A -36. Q w LO 3. Steel to be galvanized after fabrication to ASTM Al23. J NC a TN 4. Steel Welding shall conform to AWS D -1.1 Structural Welding Code. Electrodes shall be E70XX. 5. Aluminum welding shall conform to AWS D -1.2 Structural Welding Code - Aluminum with fiber alloy 4043 for fillet welds for building type structures. N SC v - ° - 6. Bolts shall be hot dipped galvanized ASTM A307 for all structural connections. LU 3 7. Planks shall be extruded aluminum alloy 6063 -T6. _ GA ��_J AL 8. Extruded aluminum structural shapes shall be 6061 -T6, w v J = Cn m j UJ 9. Where clear anodized finish is indicated, finish shall be 204R1. 0 0 J z = o W N 10, As specified and illustrated, all aluminum footboards and walking surfaces are mill finish. Mill finish aluminum, when exposed } _ S m to the atmosphere, forms a transparent, protective oxide coating. Mill finish aluminum will stain when moisture is trapped against Q o it. This moisture entrapment can occur at several stages of material delivery including packaging, shipping and storage. These w Q stains can be erratic and vary in color from light bronze to black to chalky white. Moisture stains have no effect on the strength of U °o N FL the material. These stains become less noticeable during normal usage and exposure to the sun's radiation. Cn 9 FL 11. Concrete work shall be in accordance with ACI 318 building code requirements for reinforced concrete. FLORIDA REG. # 28317 12. Steel reinforcing bars shall conform to ASTM A -615. Bars shall be grade 60. MICHAEL A. ROBINSON, P.E. Z' DRAWN BY N FOY 13. Concrete mix shall be designed to provide a minimum compressive strength of 3000 psi @ 28 days. GNEG... BY L -2rE 14. Assumed Soil Bearing Pressure = 2500 psf. ° SCA ONE E2 JOB NO. O REVISION NO.: /�\ DATE: 5 - 7 - 09 B Y : RR _ q 2405 M Revised Cod Reference, Exposure I (p DWG N0. Category, and Sway Loads – CIA Cn m 0 ••• • • • ••• • • ••• • • go* 0 0 0 0&0 0 go • oi; , so • • g•• • • in • A171• 000 • 0 so so ago :o 0 0 0 MAY 11 -211100 BY: ---- --ij cu Ocl - �2a DATE BY on�r�y BARRY UNIVE MATERIAL SELECTIONS W " " a p N t) m Z FOOTBOARDS: MILL FINISH SOCCER FIELD NJ ~�~ SEATS: ANODIZED °- BACKRESTS: BLACK POWDERCOATED A uLL RISERS: ANODIZED IAMI SHORES, FL 33161 R GUARDRAIL: GALVANIZED CHAINLINK Z ALUMINUM ANGLE BLEACHERS DESIGN CRITERIA Z a Design conforms with Florida Building Code (IBC) 2004 0 ., (2) 9 Row x 81 UNITS Wind Loads: 150 MPH Live Load: (Gross Horizontal Projection) 100 PSF Z Exposure: B Horizontal Sway Parallel to Seats: 24 PLF of seat (1) 5 Row x 51' UNIT Importance Factor: 1.15 Horizontal Sway Perpendicular to Seats: 10 PLF of seat 8" RISE w/ 30" SEMI— CLOSED DECK SYSTEM Live Load Seat and Tread Planks: 120 PLF W/ BACKRESTS . . GENERAL NOTES •• •••• Z �. LO t 3L- 1. Structural steel shall conform to the AISC specifications for the design, fabrication and erection of structural steel for buildings! • • "' a. • X •x ninth edition. •" : • . • • • 2. Steel rolled W- shapes shall conform to ASTM A -572 grade 50. Steel angles, plates and material shall conform to ASTM A-36. . . • • .. .. n • • '�tJ' W .-s 3. Steel to be galvanized after fabrication to ASTM Al23. • • • „ • d N 4. Steel Welding shall conform to AWS D -1.1 Structural Welding Code. Electrodes shall be E70XX. • • • • "" •' TN .. .. . 5. Aluminum welding shall conform to AWS D -1.2 Structural Welding Code - Aluminum with fiber alloy 4043 for fillet welds for building type structures. N SC m 6. Bolts shall be hot dipped galvanized ASTM A307 for all structural connections. 7. Planks shall be extruded aluminum alloy 6063 -T6. _ DO GA } U L > AL 8. Extruded aluminum structural shapes shall be 6061 -T6. J vi M W w 9. Where clear anodized finish is indicated, finish shall be 204R1. o > Of W ZZ O= N 10. As specified and illustrated, all aluminum footboards and walking surfaces are mill finish. Mill finish aluminum, when exposed r to the atmosphere, forms a transparent, protective oxide coating. Mill finish aluminum will stain when moisture is trapped against Of = 2: o it. This moisture entrapment can occur at several stages of material delivery including packaging, shipping and storage —these � Q stains can be erratic and vary in color from light bronze to black to chalky white. Moisture stains have no effect on the strength of U 0 o N o ��� -- ~ �e the material. These stains become less noticeable during normal usage and exposure to the sun's radiation. N CIO ____ _ 0 N APPROVED' dATE 11. Concrete work shall be in accordance with ACI 318 building code requirements for reinforced concrete. FLORIDA REG. # 28317 12. Steel reinforcing ars shall conform to ASTM A -615. Bars shall be g rade 60. MICHAEL A. ROBINSON, P.E. ZONING DEPT 19 9 9 ` DRAWN BY DO j FOY M BLDG DEPT 13. Concrete mix shall be designed to provide a minimum compressive strength of 3000 psi @ 28 days. CHECKED BY DATE N 03-27-09 ,-`" ' SUB=70 COMPL1A N,, J I (AL 14. Assumed Soil Bearing Pressure = 2500 psf. � BGALE NONE STATE AND CCOt1NTY ( tx;. � ,ei JONS � i09 NO. 3 3 1- 2405 N f0 � cc � w�' 4 ' � DWG N0. O ec o C1.1 L Co 0 ...... •... . . ...... .... ...... ..... .. . .... • • • • • . • • • 'I 0..000 •.•• • • l • • 0000 • • 0..0 00 • • e • • •. • • •• r " Q M - J p Z Q N U Z o f J X Q U Z Z Q 14' -Y ' z 10' -0" 18' -0" 0!� EXISTING PRESSBOX ' • • • • • • • • 00 • • ' ••• Z - ............................... L NEW 4" •••••& •••• J - ° NEW 4" CONCRETE SLAB • • �j[� • ••••• • R••�• o CONCRETE EXISTING SLAB TO REMAIN o FOR 0 0 0 Z •X X• cu SLAB FOR EXISTING SLAB TO REMAIN Cry RAMP /BLEACHER' • • • • O STAIR /BLEACHER,' N • " '• • • • • O �r • •��• • s• •• • Z jr --a •••• LL v 192' -4" EXISTING SLAB 28 , 0 „ FOUNDATION PLAN 20' NEW SLAB NEW SLAB W 2 J U y„ a H- LL LU Cn J 0 N m LU LU CONCRETE INSTALLATION NOTES 0 z o GRADE 6x6 - W1.5x W1.5 LU ::D N 1. GROUT SHALL BE THE RESPONSIBLITY WWF L - >- OF THE CONCRETE INSTALLER. STAIR SLAB EL. 100'-0° w m Q 2. HORIZONTAL TOLERANCE OF —X , X X x ° U m ANCHOR BOLTS SHALL BE e' MAX. = — ° 4 � 0 3. VERTICA TOLERANCE OF CONCRETE PIERS - =I = III = III = III =I 1 = I =III N AND FLAT WORK SHALL BE 8" MAX. -� =I I I =I I I I I - II = 1- III = =1 FLORIDA REG. # 28317 4. CONCRETE INSTALLER IS RESPONSIBLE FOR ANY MICHAEL A. ROBINSON, P.E. O ADJUSTMENTS IF TOLERANCES ARE EXCEEDED. TYPICAL STAIR SLAB DETAIL N DRAWN BY FOY -� CHECKED BY O DATE (� 03 -24 -09 )u, SCALE / I' = 20'-0' O P JOB N0. i 2405 r\ (\J DWG N0. ` F1.1 � g o rn O Q p F M M G7 — o Zr o Z w Q CC N J d � v Z Cn 225' -0" 5' - 2 " Q 81 - 0 " ' -0" 51' -0" ' -0" 81' -0" cn cn Z 4 ._ 0 .. a 9' -0" 4' -0" 25' - 6 " 4' -0" 25' -6" 4' -0" 9' -0" 9' -0" 4' -0." 25' -0" 4' -0" 9' -0" 9' -0" 4' -0" 25' -6" 4' -0" 25' -6" 4' -0" 9' - 0 " SEE A5.1 FOR RAMP DETAILS . . .... ...... SEE 4.1 FOR SEEA .1 OR •••• o' STAI D TAILS STAIR iE AILS •••••• ••�• z•�•.• • Q .Ln 00 . ...... SEE A4.1 FOR •••• •• z �• • STAIR DETAILS I •' w Lr) Q L J L.LJ • ' • •..• �.'.�• 0 ' -9" 13' -3" 13' -3" ' -9" ' -9" 12' -9" I ' -9" 13' -3" 13' -3" o z A -I A2.1 lo lo 5' -6" SEE A6.2 FOR 2 3 4 2 HANDICAP DETAILS A2.2 A2.3 A2.4 A2.2 w �- �- LL SEATING PLAN Q W ui SEATING CAPACITY w °z NET BENCH SEATING = 939 L } COMPANION SEATS = 10 x z WHEEL CHAIR SPACES = 10 L Q Q TOTAL SEATING = 959 vo m D 0 J n FLORIDA REG. # 28317 MICHAEL A_ ROBINSON, P.E. N N ORA'N BY FOY CHECKED BY N DATE 03 -24 -09 C) SCALE Q • = 20' "0' O JOB NO 2405 DWG no M A1.1 Q U , ° 7 �— 51-2" 10 8 TREADS @ 30" = 20' -0" 8 / w CL' 48" 9 GA. GALV. CHAIN LINK ALUM. BOLT -ON FOOTBOARD 2" MESH w/ (2) 112" X 11/2" BNW 60" 9 GA. GALV. (B12112) PER FRAME Z CHAIN LINK 2" MESH Z Q 15/8"0 ALUM. TUBE to TYPICAL\ r ^^ `° z nrn rr rr n rr r r r� i . r ^r nn r Z r n r rr V 44 ^ n ^rn ^ r nr i.n -J�� �nr ^ r ^ r nn�r�rrr r�r� - .... Q ^n ^�^ r ^ n r ^� n^�^^ r LCD • 42 " 9 GA. GALV. - .... ...... r n ^^ ^ ).^^ ^ r„^r i • • • Q CHAIN LINK ALUM. TREAD FRAME ANG�F,$J E S: .. :. ° II 2 �i Tyr ��� ^i •••• • •••• 00 MESH ^ Verticals = 1 314 x 1 3/4 x 3/1�.. .. 5 • Tread Horizontals = 2 x 2 x 3/1-6— • •• ° " ". r rrnr n n r nr • co i` ^�r^r ^' 0 - n�n All Seats = 1 1/2 x 1 1/2 x 3/16 " w 4h00 1• w .... C N All Diagonals =1 112 x 1 1/2 Z3 " 0 •• a s • 0 Row 5 Vert. = 3 x 2 x 3/16" :• • "'. Z co All Bolt -on Bracing = 11/2 x 1:1/2-4/16 � :•• ": ••• /) Cn ALUM. BOX FRAME ANGLE SIZES: `� 7 All Verticals = 2 x 2 x 3/16 2' -6 All Horizontals = 2 x 2 x 3/16 ELEV. 100' All Diagonals = 2 x 2 x 3/16 Ir BY OWNER All Bolt -on Bracing =1 1/2 x 1 112 x 3/16 = ,- J Existing Concrete 1/2" x 12" (1312112) 2" x 3 4" Wedge Anchors a ~ U- 2" x 3 4" Wedge Anchors 3 pe Frame RAIL POSTS SIZES J X N (3) per Frame 3 PER FRAME O p All Rail Posts = 3 x 2 x 114 0 > o TYPICAL 6 ALUM. BOLT -ON STRUT w 2 _ wl (2)1 /2" X 1 112" BNW u- } "' (1312112) PER FRAME w a U Q 25' - 0 " 0 m o C/) J h � SECTION AT END OF 9 ROW STAND CL M ICHAEL A. ROBINSON, P.E. DRAWN BY FOY CHECKED BY '.� DATE N SECTION Qj 03 -26 -09 SCALE Z p 3/8' C) 3/8" I' -0° AI.I JOB NO. 2405 r\ \ � DWG No. �' A►2.1 Q m Q ~ Q H N J � C7 U Z 1 SCH. 40 ANOD. PIPE _ o z a 0 z a c� 14 SCH. 40 ANOD. PIPE T 32 " N LLI • 0000•• 0000 ,J •L• C• AMBP01 (TYP.) 0.0'0• a �• =: BACKING PLATE 0.00 •• *- o . r W/ (4)' x 3" BNW •• :00: a.�. 32 (1338300) • 00 00 • • • • • o' • • • .... V 000!9• (TYP.) w °° ( (2) AILSE BATTENS 0.00 N :0.06: AMBP01 BACKING PLATE PER TREAD W/ () 0.00 ' : •' . AMBP01 (TYP.) a � 5 • ••• BACKING PLATE W/ (4) s x 3 BNW TIE DOWN CLIPS EACH (B38300) (T48) & 1 6 x 14' C BNLW W/ (4) s x 3" BNW (638300) (C56114) TYPICAL AMBP01 (TYP.) (2) AILSE BATTENS m BACKING PLATE PER TREAD W/ (5) w �—~, `` W/ (4)' x 3" BNW TIE. DOWN CLIPS EACH m w w > a (638300) (T48) & 1 6 x 14" CARR. BNLW � z ° (C56114) TYPICAL "' :D a u U < 5 1 m U TYPICAL SECTION THRU AISLE ° rn - 2f FORIDA REG. # 28317 a SECTION 2 MICHAEL A. ROBINSON, P.E. Ln 112 _ 1' Al . I DRAWN BY FOY Ln r _ CHECKED BY (V DATE 03 -24 -09 SCALE O 112' = 1' -0' O JOB N0. � 2405 DWG NO M A2.2 n J n a N '..n Ln - N C N n N M SECTION AT END OF 5 ROW STAND SECTION 3 112 = 1' -0" AI.I ALUM. TREAD FRAME ANGLE SIZES Verticals = 13/4 x 13/4 x 3/16 Tread Horizontals = 2 x 2 x 3/16 All Seats = 11/2 x 1 1/2 x 3/16 .. All Diagonals =1 1/2 x 1 112 x 3/16 ••00 • Row 5 Vert. = 3 x 2 x 3/16" • • • • • 4 All Bolt -on Bracing = 1 112 x 1 1/2 x 311.6 ;.. ALUM. BOX FRAME ANGLE SM: �•• • All Verticals = 2 x 2 x 3/16 ... • • • All Horizontals = 2 x 2 x 3/16 ••• • All Diagonals = 2 x 2 x 3/16 • All Bolt -on Bracing =1 1/2 x 11/2 x 3/16 "•' RAIL POSTS SIZES All Rail Posts = 3 x 2 x 1/4 FLORIDA REG. # 28317 MICHAEL A. ROBINSON, P.E. o a�ss Q z r H - - p N Q H l F J d (7 U Z Z Q F- N 0 z a 0 Z a a O �... o w . .... • a • Z O • • p •••••• U • • W U) w z r a F- U - w u) J r' C/ 0n W W > O _j Z = W_ O LL >- - w c _a U m U O ORAWN BY FOY CHECKED BY DATE 03 -24 -09 SCALE Ill' = I' -O'\ JOB NO 2405 DWG NO. A2.3 ;I 4 TREADS C@ 30" = 10' -0" 1'-3R" Q 7 P O �- p p F J X Q J 14 SCH. 40 ANOD. PIPE Z U) . o Z a 0 z L I L a c� _ E T 32 ...... .•.. LU •a �: • . • 0 09000 ...... ••• • O••= AMBP01 (TYP.) • z �� cm BACKING PLATE •••••• 3 • 0...• N :•.. W/ (4) s x 3 n BNW •..' : .. (2) AILSE BATTENS (B38300) ••�••• PER TREAD W/ (5) TIE DOWN CLIPS EACH AMBP01 (TYP.) (T48) & 1 - x 14" CARR. BNLW BACKING PLATE (C56114) TYPICAL "' u J W/ (4) 8 x 3" BNW J W v (B38300) m w w > o o Z = w w r - TYPICAL SECTION THRU AISLE w Q U Q U m p rn SECTION 4 U) a 3/4" = 1' -0" AI.I FLORIDA RE& # 28317 MICHAEL A. ROBINSON, P.E. LI� DRAWN BY O FOY l� CHECKED BY s DATE M 03 -24 -09 Q1 SCALE Q - 3/8' = P - 0'\ O OB N, ' * 2405 CV DWG N0. M A2.4 o� o Q raj u P U O en Q �Y N — AX0501 J BOLT -ON -STRUT > } X Bracing (n V Z (85 REQ'D.) (28 REQ'D.) \ o Z w a °°a� < AB0587 "X" Bracing (8 REQ'D.) AB0684 Z r "X" Bracing (8 REQ'D.) o Z a 4' -6" 4' -6" 4' -6" 4' -6" Z lo Q 13 SPACES @ 6' - 0" = 78' - 0 " 8 SPACES @ 6' -0" = 48' -0" 91_011 13 SPACES @ 6' -0" = 78' -0" 5' - 2" BASE FRAMING PLAN •••• ... L • , . Z 00 . 000 Q 000000 0000 � 000 0 • 000000 • U' sr0�s0 0000 .0 r Z • Z_r r • �: �•• AX0801 •••• • •- 000000 000 Q �•� "X" Bracing ...... w ...�. (14 REQ'D.) •.... a .... AX0601 r ' •••�`� "X" Bracing BOLT -ON -TREAD rrrr (14 REQ'D.) (28 REQ'D.) W WNW J 0' m W W AX0501 > 0 _._I Z � W U) "X" Bracing (19 R. EQ'D.) w Q Q u m o AX0301 0 "X" Bracing W rn (19 REQ 'D.) FLORIDA REG. # 28317 a MICHAEL A. ROBINSON, P.E. 00 13 SPACES @ 6' -0" = 78' - 0 " 91 -011 8 SPACES @ 6' -0" = 48' -0" g1 -p11 13 SPACES @ 6' -0" = 78' -0" DRAWN 9Y COY CHECKED BY Ln CV DATE '.. UPPER FRAMING PLAN 0 3 SCALE 9 CD 20,_0.. C) N JOB NO 2405 N Dwc No. M All CC J p z o a 11J M M _ _ 0 V m 6 1 -711 a H J X Q N J H d � 11 .0 11 4 TREADS @ 11" = T -8" 11" 1' -011 . z C 0 REF. PLAN A43 A B FOR GUARDRAIL EXTENTS 0 z a 1 SCH 40 ERECTOR NOTE: ANOD. ALUM. PIPE ADJUSTABLE FIELD CUT GRAB RAIL TO FIT 400SM2 3 -WAY ELBOW 42" 9GA. ALV. SPLICE ADJACENT TO POST. #82 1g" 0 ANOD. o ALUM. TUBE CHAIN LIN ' 0000 Q • • • 8 • Lu #30 .. ... DC1 w s • ADJUSTABLE J '�' • CONTRAST NOSING ' w ELBOW '0000' 0 •• &!:••. M #80 ATT. W/ BLACK POP RIVETS 000000 0 , 0 Q L � � ... T ALUMINUM ; (PRB31614) @ 4 PER STEP 00 N •••• ` PLANK @ "..:. WALKWAY ? . o - 0 0 6 060 • ,, ;�;; • • 0000•• 2x12N F ;;;;; .. •• #32 TYP. #80 14" SCH 40 N "u AL 3 "x 3 "x 1/4" ,, ,,;,,,,, , ANOD. ALUM. PIPET = STRINGER 400SM1 C° Q w c� 00 U) m S w m w� 6 16 o�(N�FJ ADJUSTABLE FLANGE � o Z O 12 ELBOW FITTING w w #80 #7 U m U 3 11 1/2"x 2 3/4 N WEDGE � AL 3 II x 3 11 x 1/4 II RAIL ATT. W/ (2) $ x 2 311 O 4 WEDGE ANCHORS N ANCHOR TYP. AT EACH POST POST (DIAGONAL PATTERN) (W12234) AL 1 1 /2 "x 1 1 /2 "x 3/16" AL 3 x 2 x q FLORIDA REG. # 28317 a X -BRACE STRUT - 400SA3 MICHAEL A. ROBINSON, P.E. I N AX0302 END CAP (EC12) DRAWN BY ATT. W/ (2) #8 TEK SCREWS FoY Ln CNE BY (TS834) @ EACH C AP 'AT' DATE 03 -24 -09 N SCALE O 3/ = J OB N N TYPICAL END OF STAND STAIR SECTION 2405 DWG N0, N M A4.1 Q 'O o 4 1.41. 4' 4 .1 Q Mg O M J 1 n > lJi O O Z 4' -0" (Clear) 4' -0" (Clear) ~ J N J CJ 11/2" CLEAR 1 1/2" CLEAR 1 1/2" CL 11/2" CLEAR 15" 0 ALUM. TUBE Z W/ HEAVY DUTY RAIL - STRAPS (HDS1) HDS1 18" 0 ALUM. TUBE ATTACH W/ 3 " 0 x 1 1 " CBNW W/ HEAVY DUTY RAIL o g (038112) 8 2 STRAPS (HDS1) ATTACH WI 3 " 0 x 1 1 " CBNW g 14° 0 S CH. 40 ANOD. HDS1 (038112) 8 2 HDS1 ALUM. PIPE HANDRAIL AF02 I s 111 i 14" 0 SCH. 40 ANOD. ATTACH W/ (2) x 14 $ I I TEK SCREW (TS5114) ; ALUM. PIPE HANDRAIL ' g j ATTACH W/ (2) 16 x 14 ui ALUM. HANDRAIL BRACKET (AF02) 0 11 M 311 , TEK SCREW (TS5114) (AF2) N a•••• o , ATTACH W/ (1) 8 0 x 14' BNW o $ $ •.• .... Z • o (B38114) ; o i 8 ALUM. HANDRAIL BRACKET g •• o (AF02) ...... .... u w ,c,.... d 42" 9GA. GALV. �* ; ATTACH W/ (1) 8" 0 x 14" BNW $ ; ' • • • •' •. • • LU o CHAIN LINK I I x r I CV'•.••' • •• 9' ••••• 3' -10" I o l (638114) , o • • • i I I �•••• •.• • Q �.•• 2x12 M.F. NOSE TYP. CD ; 42" 9GA. GALV. ; o,.... N U • ter- �. . . . • r i CHAIN LINK i . "' "•• I I I I . . ... 'f • F—BLACK ABRASIVE NOSE. i i 0 •••••• HDS1 � 3' -10" HDS1 I u , ;; -- ; v >- J 2x12 M.F. NOSE TYP. a F LL - I I HDS1 HDS1 J N m c [ —BLACK ABRASIVE NOSE. o Z o C I I w : _ 11 N I I LL > _ AX0302 I � 0 "X" BRACING - '+ u m 0 o ALUM. L 12" X 12 x 16" c/) ATTACH W/ (5) 8" 0 X 14° BNW 4OOSA3 FLORIDA REG. # 28317 400SA3 (B381 MICHAEL A. ROBINSON, P.E. N ALUM. STRUT ANGLE 2' 0 x 24" ALUM. ST ANGLE DRAWN BY FOY WEDGE ANCHOR L3 x 2 x 4 ATTACH W/ CHE BY L L3 x 2 x 4 ATTACH W/ GKE (TYPICAL) (4) - 8" x 14" BNW c.; (4) _ 811 x 1411 BNW DATE 03 -24 -09 Olt ° (W 12234) , SCALE ° SECTION A SECTION B 24Q5 N � /'1 JI f"'� JI .. DWG N0. M A4.2 I o� _o p F X Q N Q F a i a C7 18" 0 ALUM. TUBE _ Z 14° 0 SCH. 40 ANOD. Op�Qo� (1) #82 �ooQ�`Li ALUM. PIPE HANDRAIL z (2 ) #30 (1) #32 (2) #31 (1) #80 $ 1 (2) #80 a cn z (1) DC1 ° (1) #30 ° #7 400SM2 H70E 400SM1 t o ' w i A4.1 "" a .' . •�5,.... i c W i 44440. 696. -j 4444.. i 409:60 ,A i 4444 .. � 4 • • • Q < 4669 • •• � ��••� � •6466• .99 (n X646 2 x 12 M.F. NOSE TREADS • U 0 0 /CONTRASTING NOSING " 00 00 4444 0 • 4444 .. . . 0. 6 0 96.9 i i i i (1) #30 �400SM2 H70E 400SM1 w (1) DC1 , ° #7 a N zi J c (2) #31 (1) #82 0 sr (2) #80 z = (2) #30 ooAO (1) #32 oo�D w =) N (1) #80 � a 14" 0 SCH. 40 ANOD. u m o ALUM. PIPE HANDRAIL o rn 18" 0 ALUM. TUBE c/) FLORIDA REG. # 28317 .SECTION C MICHt�EIA.ROBINSON,P.E. N DRAWN 8Y FOY Ln �4 1 CHECKED BY (V DATE D3 -24 -09 SCALE 0 3/8. _ I, -0. 0 J08 NO N 2405 N � DWG No. M A4.3 � J D W W M M a z r � �a �L d C7 V Z N Z Q Q Z Q C7 c7 W 0004 ::P69 0 • • Q • • • W • I I o l l •' • L.W •• z •• T/ PLANK II II 0.0. 0• •• .. Q •. SLOPE DOWN @ 1" TO 12" ELEV. 100' -0" _ • • • • °- "" ELEV. 102' -6" { o • • : II T/ CONCRETE w • •• • Q ^ •• • >4•,••• II 0000 - .. 04511 ... . Q .... 00 u u u u -j ,• • - • • • • • U • � • 0000 0000• • • ?D c • ° 4 .• • 4 • • •• • A5.4 A5.3 w _ } 6' -0" 5' - 0 " 6' - 0 " 5' -6" 5' -0" 10 1 1' -6" a '- L- w cn J 5' -2 m w w 8 30' -0" o > a J Z = W_ (n RAMP PLAN w Q U m J O n N a FLORIDA REG. # 28317 cM MICHAEL A. ROBINSON, P.E. .+. DRAWN BY O JLD CHECKED BY M DATE 03 -27 -09 O SCALE O 3/8" = 1' -0' JOB N0. N 2405 M owc No. A5.1 pN M _ O M J - N - _ p T W N p Z Q p M M N p � V m m Z a � H J X � N J d V U Z 5,_28„ 30' - 0 " ° z 6 @ 2x10 x 5-3z 24 @ 2x 12 x 5' -32 o 42 9 GA. GALV.CHAIN LINK z Q 6' -0" 6' -0" 5' -0" 5' -6" 5' -0" 1' -6" 1' -6" lo I I lo 15/8" 0. D. ALUM. TUBE 1 1/4" SCHED 40 • 12 1 (TYPICAL) ALUMUNUM PIPE w LU CV • • •••••• ELEV. 102' -6" .. _ TI PLANK - — _ - - - C=) • ••. . • • N O IL ELEV. 100'-0" _ - - ELEV. 100'-0" ••...� J •• • U • T/ CONC. T/ CONC. •" - " "' 1/2 "x 2 314" WEDGE ••• ANCHOR SECTION A (4) "'0 x 24' WEDGE ANCHOR (TYPICAL) a5.i AT RAIL BASE w _ > J U Q — W U) m W LLB J Z o m W Z cn LL } W Q Q U m U O J rn FLORIDA REG. # 28317 n- MICHAEL A. ROBINSON, P.E. N N _ DRAWN BY JLD CHECKED 8Y O DATE 03 -27 -09 O SCALE 3/8' O Jos No � 2405 N DWG No. M , A5.2 CD O M ?_ 1 N y 4 , J ° >�oo p H J X Q 4' -0" (CLEAR) I 12" CLEAR 12" CLEAR 15„ 18' 0 ALUM. TUBE 15„ Z 16 W/ HEAVY DUTY RAIL 16 STRAPS c 0 Z ATTACH W/ 8" 0 x 12" CBNW F- 0 Q z a 1 0 SCH. 40 ANOD. ALUM. PIPE HANDRAIL ATTACH W/ 1 6 x 14" TEK SCREW ui n n 1n I I n n 1n • s •••• N �•.�• L 3 x 3 x 4 RAMP ALUM. HANDRAIL BRACKET L 3 x 3 x 4 RAMP `••` o f RAIL POST ; ATTACH W/ 8" 0 x 14" BNW ; RAIL POST "•• �•�`� u M I I •••• .• • W • o N EXTRUDED ALUMINUM EXTRUDED ALUMINUM " "" "` < `�`�`• ' 42" 9GA. CHAIN LINK`.'` - RAMP STRINGERS � RAMP STRINGERS I I v • I .**00 ;� • 8 „0 x 11” GALV. '••' •..•• 00 0 • ALUMINUM PLANKS I BOLTS ` • I I I I � w a "0 x 14 GALV. u BOLTS a — o I' o CONT. PLANK BATTEN AL 12 X 12 X 1 6 - RMA001 m w LU A TTACH WITH ACME TIE DOWNS T49 � o Q - WITH CARR. BOLT -"' X 2 ", w n > ( CONNECT AS PLANKS ARE INSTALLED.) _ w Q a_ I U U m 0 J O gL ELEV. 100' -0" ' T/ CONC FLORIDA REG. # 28317 1 MICHAEL A. ROBINSON, P.E. Ln N ORA'NN BY CONC. SLAB JLO CHECKED BY C) „X„ BRACING oarE 03-27.09 0 1 /2 "x 2 3/4" WEDGE TYPICAL SECTION POST TO GRADE ALUM. L 12" x 12 x 16" SCALE ' 3/8' 0 J OB N0, N ANCHOR ATTACH W/ (5) 8" 0 x 14 2405 (TYPICAL) "BNW N SECTION c - DWG NO M A5.3 a 4 1- 4 11 N o ��oo= lo W M M p Mm h N y V m Z 4' -0" (CLEAR) o ~ J 1 V' 1z' CLEAR 12' CLEAR 15„ 18" O ALUM. TUBE 15 " Z 16 W/ HEAVY DUTY RAIL 16 STRAPS 0 ATTACH W/ 8" 0 x 12" CBNW 0 Z a 1 0 SCH. 40 ANOD. QUO ALUM. PIPE HANDRAIL ' ATTACH W/ 5 x 1 ' TEK SCREW6 4 i •'•••• Q w L 3 "x 3 "x 1/4" RAMP i ALUM. HANDRAIL BRACKET i L 3 "x 3 "x 1/4" RAMP •••• b 3„ 1„ I ...:.• � RAIL POST ATTACH W/8 0 x 14 BNW RAIL POST •••• •• 3•o •: ch i j •....• : •..• y.Ofl• CD N EXTRUDED ALUMINUM ; ; EXTRUDED ALUMINUM •••••• ••: a a • RAMP STRINGERS ; 42" 9GA. CHAIN LINK ; RAMP STRINGERS `�• CL •• • • •• • • Cn ALUMINUM PLANKS 8 O x 14 GALV. BOLTS cn N N I 3 c w 8 "0 x 14' GALV. u u— Lo BOLTS J of � ¢ I C m CL CONT. PLANK BATTEN AL 12 X 12 X 1 6 - RMA001 ° z = ATTACH WITH ACME TIE DOWNS - T49 u- .0 WITH CARR. BOLT -s" X 2 ". w Q Q ( CONNECT AS PLANKS ARE INSTALLED.) u m o 0 N cn ELEV. 100' -0" 41 T/ CONC ° ° ° a Q a ° FLORIDA REG. # 28317 ° a da MICHAEL A. ROBINSON, P.E. Z CONC. SLAB oH JL BY JLD 90 CHECKED BY TYPICAL SECTION POST NOT TO GRADE 0 3 DATE 09 N BC&E CD N SECT ION D JOB NO. N o L 2405 DWG NO cu a A5.4 0 0 U) N Co 0 o 5 ' -2" J U 7" (Black) Powder Coated Backrest w Attach W/ O 2 3 x ' Po Rivet ;-5 z 16 a P 2 , -6 „ 42 9 GA. GALV. o J X (PR31614) (1) Top & (1) Bottom /CHAIN LINK a 1' -31" 2" MESH Stanchion (ST10) Attach W/ 2 (2) Tie Down Clip (T48) & 2x10 5116 X 1 -114 Carr. BNLW (2) 6" ANOD. RISER - -_ 1.. Z (C56114) TYPICAL 3- 3 1„ 2x10 '+ � 8 (n Anod. Seat Plank Attach W/ ► 8 - - `o Z (2) Tie Down Clip (T48) & i - - N Cl 5/16" X 1 -1/4" Carr. BNLW 2x10 i 2x12 2x10 2x5 Z (C56114) Typical �, -- - -- P 2x10, 2x12 2x10 2x5 - - - -- T -- - - -- -- - --4 - 2x10 2x10 2x10 2x10 2x12 2x12 6" ANOD. RISER °° - - -- - - - - -- -- 2x12 2x10 2x5N ... _ ,.... (TYPICAL) i TIE DOWN CLIP (T48) & 5/16" X 1 -1/4" CARR BNLW .,• , ? <• ;. (C56114) (5) PER TREAD •••••• f • TYPICAL TYPICAL TREAD & RISE CONFIGURATIONS 9 ROW STAND TYPICAL FRONT WALKWAY CONFIGURAT]D�I :..: ; �::• :•• ;•: •.• Q a• o:• • • 7" (Black) Powder Coated Backrest Mill Finished Aluminum Plank Attach Wl (2) 1 6 x 4' Pop Rivet (PR31614) (1) Top & (1) Bottom 21 -611 Raw aluminum forms a dull grayish coating and it 1 tends to blend in with the general appearance of any Stanchion (ST10) Attach W/ 1 -3 2 mill finished aluminum structure. When exposed to w (2) Tie Down Clip (T48) & the outside environment a mill finished plank will = >- -j 5/16" X 1 -1/4" Carr. BNLW generally "oxide" to a uniform gray appearance. w N (C56114) TYPICAL m W w 31,E x10 The oxidation of a mill finished aluminum plank has ° Z o Anod. Seat Plank Attach W/ $ no negative impact on the strength of the extrusion. U } (2) Tie Down Clip (T48) & 2x10 w X a 5116 X 1 -1/4 Carr. BNLW 2 � 1 � Mill finish aluminum will stain when moisture is U m (C56114) Typical 6, �+ trapped against it. This moisture entrapment can o 2x10 1 L? 2x12 2x10 2x5 occur at several stages of material delivery to a t- ; - -- - -- - -- -- jobsite. The stages include packaging, shipping and FLORIDA REG. # 28317 a 6" ANOD. RISER I °° storage at the site. These stains can occur at any MICHAEL A. ROBINSON, P.E. (TYPICAL) 2x12 2x10 2x5 TIE DOWN CLIP (T48) time and depending on the environmental conditions °RFOY" -- -- -- - -- -- o & 5/16" X 1 -1/4" CARR BNLW can develop very rapidly. The stains can be erratic C HECKED 3DBY °nie M (C56114) (5) PER TREAD and vary in color from light bronze to black to chalky 03 ATE -2 314' C) TYPICAL white. The stains will generally blend in over time J OB NO and in many cases disappear almost completely 2405 TYPICAL TREAD &RISE CONFIGURATIONS @ 5 ROW STAND when exposed to the sun s radiation. DWG NO "' A6.1 <"�' r ° T li p p Z CC 14" SCH. 40 ANOD. PIPE @ 9 ROW STAND ONLY Z -4 81 z 0 - z a "f6i O Q 1 SCH. 40 ANOD. PIPE @5 &9 ROW STAND N Q� 31" 0 32 : o Q a 2x5N 2x12 2x1 • - 7x ' _j rot)' a ; lo 2x5N •• •• a •t. 2 2x5N 2x12 2x10 ...... ... � I ll y -, . 10 2x5N 00 00 bLb r •..••• , r x5N 2x12 2x101 • • `14 2x5N ;; .. • .... ...: Non -Slip Black Alum. 3- .. N osing / 118 "x 1/4" 2 •• ••• • 9 2x5N 2x12 2x10 Black Pop Rivets I T AMBP01 (TYP.) (PRB1814) (Typ.) BACKING PLATE 2x5N 2x12 2x10 2x5N 6" ANOD. RISER 2x5N AMBP01 (TYP.) W/ (4) s x 3" BNW (TYPICAL) BACKING PLATE (638300) w 2x5N 2x12 2x10 W/ (4) a x 3" BNW w U a _ FRONT WALK PLANK (B38300) w � Ui 2x10 2x10 2x12 2x12 0 > of (2) AILSE BATTENS w PER TREAD W/ (5) AMBP01 (TYP.) Ch a TIE DOWN CLIPS EACH ''' Q BACKING PLATE U m o W/ (4) 8 x 3 BNW (T48) & 1 6 x 14" CARR. BNLW o (638300) (C56114) TYPICAL rn FLORIDA REG. # 28317 a MICHAEL A. ROBINSON, P.E. co CD TYPICAL MID -AISLE RAIL DETAILS ORFOYY CHECKED BY l� DATE 03 -24 -09 SCALE Q� 3/4' = I' -0' i O o JOB NO. f O (, \ f x 2405 OWG NO. M A6.2 o�ss J to EXISTING SEAT POST RISER SPLICE LOCATION co ANGLE ANGLE (TYP) Z Z Z5 RISER PLANK ANGLE FRAME a RISER PLANK /RISER PLANK L 1 112 "x 1 1 /2 "x 3/16" SEAT POST X- BRACING ANGLE BLOCKED- ANGLE (TYP) II OUT FLUSH Z I it I it I i U) Z H 3/8 "0 x 11/4" BNW TIE DOWN CLIP (T48) II & 5/16" X 1 -1/4" CARR BNLW II `- (C56II4) TYPICAL TYPICAL X -BRACE TO FRAME CONN. .... Z ' RISER SPLICE PLATE - AMSP01 °••• ••• z r� WITH (2) REG. TIE DOWN CLIP (T48) & 1 0" X 14 0 " CARR BNLW (C56114) TYPICAL .00• ,� RISER INSTALLATION DETAIL 0.00 • •• 0 R :5�• RISER SPLICE INSTALLATION DETAIL " °"• a6 N ii•i•i • C r • • • } z c.' • I— C� • • • • • • • r ALUM. TIE DOWN ASSEMBLY ( T48 ) 7 w ------ - - - - -- ----- - - - - -- --------- - - - - -- } 2x12 2x10 2x5N ----- - - - - -- --------------------- ;- - - - - -- w ��—, L ` 0 N PLANK S UPPORT °' w w - -- 0 w z = LOCATE PLANK SPLICE 6" (2) No.8x 3/4" TEK SCREW u- TIE DOWN CLIP (T48) FROM FRAME LOCATION. 6 „ TEK SCREW IN UNSUPPORTED END. 0-1 a a & 5/16" X 1 -1/4" CARR BNLW o m in (C56114) (5) PER TREAD ALUM. SLEEVE DETAIL TYPICAL FLORIDA REG. # 28317 MICHAEL A. ROBINSON, P.E. A ALUMINUM TREAD PLANK DETAIL DRAWN BY FOY CHECKED BY DATE 03 -24 -09 SCALE Q • JOB N0, I 0 \ 2405 n CV DwD No. M A6.3 5' -28" (FRONT WALKWAY) 2' -5 (H.C. SEC.) 2 Z W W M M a AHCR01 M N _ p z J X Q (2) HC POST N J H PER AREA W/ (2) 1 0 ALUM. TUBE 2 "0 x 22" BNW W/ HEAVY DUTY AIL B12212) TYPICAL STRAPS (HDS1) ATTACH W/ a" 0 12" C BNW z (CB38112) - - I T EAT 3 N x10 I — X z I � � I CV X N C' . I D I z C? x5N 2x12 2x10 I I � I c7 I x5N 2x12 2x10 -2x5N I 1x8 A NOD RISER BD. ; d .... (2) HC BATTENS • ' - @ WHE L CHAIR AREA 0.00 •�••• ' ONLY ALUM. L � z 2' 0.00 cn z •o FRONT WALK PLANK PER AREA'Wtt3) 0 2x10 2x10 2x10 2x10 2x12 2x12 I 2x12 2x12 2x �; ;.��; TIE DOWN CLIPS EACH (2) HC BATTENS • 0.00 •• •• o *3: - • ALUM. L2 x 2 x 3 " (T48) & 1 6 x•14" CARR. ANIW •�•FF,� (2) HC BATTENS A PER AREA W/ (2) (C56114) 1:I "'. ' a'o"� 04 ALUM.L2 x 2 x 1 6" TIE DOWN CLIPS EACH ;•• ;•; Z co PER AREA W/ (11) T48 & 5 x 1�" CARR. BNLW 0 0 •00*0 a �•0 5' - 6 " TIE DOWN CLIPS EACH ( ) is a ; • 0 • 0.00 = ' T. 0 (C56114) AND •0 • 0 0. •,�, • g 1 5/8 "0 ALUM. TUBE (T48) & 1 - x 14" CARR. BNLW (2) 2' x 12' BNW EACH 00000 • AF30 TYPICAL] AF30 (C56114) TYPICAL (812112) TYPICAL TYPICAL SECTION THRU HANDICAP AREA ly- M _ W_ >- J (> �_ LL W (n J cy- N AF30 0 o AF30 0 > ix 0 C? J Z = Q Q u- TREAD P '� a m 0 6" CONTINUOUS RISER 0 0 —� TREAD PLANK n 6" RISER 8" FILLER RISER � o o FLORIDA REG. # 28317 FRONT WALK PLANK MICHAEL A. ROBINSON, P.E. /i DRAWN BY 'V FDV 6" x l' -11" FILLER RISER TREAD BATTEN TREAD BATTEN /1 . - CHECKED BY ud DATE M 03 -24 -09 I 11 ALUM. L1 x 2 x x 0 -6 SCALE 0) s WALKWAY BATTEN WALKWAY TT 4 = ALKW Y BA EN 3 -D ° W/ (4) #8 TEK SCREWS JOB ND. TOP AND BOTTOM OF RISER / VERT. BATTEN VERT. BATTEN 2405 TYPICAL ALL 4 CORNERS SECTION A DWBND. "' - A6.4 o� _o O M J 1 N �— 54" CHAIN LINK FENCE @ 5 ROW BLEACHER ADJUSTABLE SIDE OUTLET FITTING ( #85) —� 48" CHAIN LINK FENCE @ 9 ROW BLEACHER o z w a (AF85) 1- 518 "0 BACKRAIL 1- 518 "0 HORZ. SIDE RAIL Z - �� 18 "0 ALUM. TUBE 1 -518 "0 VERT. SIDE RAIL (1) RAIL STRAP& 318 "0 0 x 1 -1/2" CARR. BOLT (TYP.) a ADJUSTABLE FITTING ( #80) z a TEE FITTING ( #32) 60" 9 GA. GALV. TENSION BAR (AF32) CHAIN LINK „ ¢ 2" MESH •••• 1-5/8"0 BACKRAIL x CL960 ' LL- i . •••• 0000.. ° .. 0000 0- •••�•• •• :• . :. TENSION BAND _ ' " "" ' 0000 •• . 0- • CO ' .• ' •••� M F- 2x10 ANOD. ALUM. w i 0000.• ••• • Woo u SEAT PLANK W••;• u- i 0000.. w . 1 -5/8 "0 VERT. ADJUSTABLE FITTING ( #80) o ' : .�...:• SIDE RAIL (AF80) o 1 1 -6 1f : •0. 0000 z ALUM. FOOTBOARDS • 0 • 60" CHAIN LINK FENCE ADJUSTABLE FITTING ( #80)� (CL960) (AF80) 1 -5/8 "0 HORZ. SIDE RAIL L3x2xl /4 w RAIL POST >- CAUTION: _j C/) L PARTS "HDSI" (1" WIDE) AND "TB1" ALUMINUM TIE WIRE (ATW1) MAX 6" FROM , o 0 (318" WIDE) ARE SIMILAR - CARE TENSION BAR AND MAX 12" O.C. STAGGERED L3x2x1 /4" W D n SHOULD BE TAKEN TO IDENTIFY TOP AND BOTTOM RAILS (TYP) '� 0 — THESE PARTS CORRECTLY. 43x2 E S ECURE u a -r7j4„ S C E POST W /(2) u 1/2 "0 x 1 1/2" B.N.W. ° ISOMETRIC VIEW B12112 FLORIDA REG. # 28317 M CONNECTION DETAIL OF BACK RAIL TO SIDE RAIL RAIL POST CONNECTION DETAIL MICHAEL A. ROBINSON, P.E DRAWN BY j FOY o AT 5 ROW BLEACHER ` NECKED BY DATE ('Y) 03 -24 -09 SCALE C) r 3/4' P -0' 0 JOB NO N \ 2405 n (V DWG NO M A6.5