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11-586 (3)N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 51-41K RAIL 6- u4Pt)r4(L_ APPLICATION aP b i i k - Master Permit No. 1(— 5 T6 FBC 20 Permit No. - Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): lu ft/ t l0 f'ver5, l-% Phone #: 3 b5 _ fir! ey -30 SO Address: t (rj 0 0 AA?' 774 4 ve. City: /VI ia44( 5hvt -05 State: F(, zip: 3 3/6/ Tenant/Lessee Name: 5c rile_ Phone#: Email: 0-ecQueued5 C� .440( (d kfiry . ed t0 JOB ADDRESS: 1 ( 3 D O 443- Z"' ("e City: Miami Shores Folio/Parcel #: ( ( 2-15 b 000 O0 1-i O Is the Building Historically Designated: Yes CONTRACTOR: Company Name: County: Miami Dade Zip: 33 / 6 ( NO Flood Zone: M 05 + 4 s e-P5 C CL Phone #: Sti 76 ? -� /0? Address: Z t o ( /(,' Avic i..vw5 1ve.) Sv f 3o0 City: FTT Laval ercect State: F G zip: 3 3 3 Qualifier Name: (. Gi t i �f 1 t rvi vi k'-e r 1 e r Phone #: 0'/ SG(_ 7 G c(4 /07 State Certification or Registration #: C.. (,- (. is U (a 7 Certificate of Competency #: Contact Phone#: �i Sy- 7 q - 11'7 Email Address: 5 we ra i r' 0 ,4 os5 e� i (e C v� DESIGNER: Architect/Engineer: (.cr vi vial, PE'S / fs Phone#: 703 - cf 0 7 - Z3ZZ v Value of Work for this Permit: $ l ? ,q 00 1 000 - Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration p P ❑New ❑Repair/Replace Description of Work: 7 Zi 000 ❑Demolition S Z 4(R R4i got a� � <t ciAGaeilNvet — ors *** **** *********** * *********** ** ** *** Fees�x�x�xa��n�x�x�xx��xx�x�****+ x�x�x�x�x�x�xa��x +x+x+xa��x�x�x�x *�a�x�x *�x�xa *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ k2, 0 ` TOTAL FEE NOW DUE $ 1A4 c:� 1I-4Z)►8 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 F.T.F.CTRICAL 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. "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 approv' ' d a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 6 The foregoing instrument was acknowl ged before me this g day of , 20 LL, by 8.a.�.�' —� 45-(1...e a- S , day of i VO N i , 20 I/ , by trilt_i who is personally known to me or who has produced who is personall known to me or who has produced . As identification and who did take an oath. as identification and who did take an oath. Signature Contractor NOTARY PUBLIC: Sign: Print: My Commission Expires: ****** * ************* ** APPROVED BY "vo-t( /fri271 /1/8/1i (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner Structural Review NOTARY PUBLIC: Sign: Print: My Co MICHELLE A. BAGLEY story Public - State of Florida 4 My Comm. Expires Jul 6, 2014 a Commission S DD 972411 As •° Bonded Through National Notary Assn. Zoning Clerk Permit No: 11 -586 Railings Job Name: November 10, 2011 CFi \r .m iami Shores Viiiage Nov 10 2 1 1 Building Department 10050 N.E.2nd Avenue Building Critique Sheet Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Drawings show 4" clear opening at stair railings, design must reject a 4" sphere and the triangle created between the riser, tread and the railing must reject a 6" shere. Contractor Response: The pickets are spaced at 4.5" c /c, and are 1.5" square pickets. The clear space between pickets is 3 ". Also, the top of the 1.5" diameter bottom rail is positioned 1" below the top of the riser, which is 7 ". The remaining space measured at the longest distance from tread to rail is approximately 4 7/8 ". 2) Balcony railings are not included. Provide shop drawings for balcony railings. Contractor Response: Balcony railings to be provided as a separate package. 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 it 10 I-1 (I-L1 Permit No: 11-586 Railings Job Name: November 10, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Drawings show 4" clear opening at stair railings,design must reject a 4" sphere and the triangle created between the riser, tread and the railing must reject a 6" shere. 2) Balcony railings are not included. Provide shop drawings for balcony railings. 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 _FA- x : Q' -- 7(A --- NONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor /CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect 1 Engineer Cannon Design Submitted By Woodland Contractor / CM Submittal No. 000238 Cannon Design Submittal No. Drawing / Detail Reference Specification Section/ Paragraph 05 52 13 - Pipe & Tube Rail Manufacturer / Supplier Champion Steel Priority: Critical Item / Product ID Stair 1,2,3 Handrail Calcs Required Date: October 11, 2011 Remarks or Deviations Contractorll Certification submittals not certtfled illl be returneti without revk SubarittalNo. alReviewed ED Reviewed as Noted Reviewed as Noted `. -p Not Approved —Res CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Beside= Hall —lob No. 2010023 000238 . Review of this submittal is-for genemlconfbmiavice with contract tequitemacfs. "SubcoutmctorNendor is responsible fordimensions, guaranies, &caordnmtionWith other wades. Approval does not tellevoSubcontractocNendor not of his responstbilftioSia fully comply with the comma documents.. By: C. Arndall bate: 10/10/11 C. Amdall October 10, 2011 Reviewed by Date To be completed by Reviewer Design Submittal Numbs: Received On: Oct. Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ A No Exceptions Taken No further review of submittal is required. ❑ B. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Submittal not in compliance with Contract Documents. XE. For Record Only Received for record purposes only. Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible for quantities, dimensions and compliance with contract documents and for information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. AIE Comments SUBMITTAL RECIEVED FOR RECORD ONLY. COURTESY REVIEW CONDUCTED FOR COORDINATION WITH ARCHITECTURAL SCOPE OF WORK. P. Mendola 10.14.11 Reviewed by Date 08/08 IVIC)SS Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No. 000140 PROJECT: Barry University Residence Hall TO: Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton FL 33431 ATTN: Mark Johnson DATE: 10/10/2011 RE: Handrail Calculations Stairs 1,2,3 JOB: 2010023 WE ARE SENDING: SUBMITTED FOR ACTION TAKEN: ,/ Approval n Approved as Submitted Shop Drawings Letter n Your Use n Approved as Noted I Prints n As Requested Retumed After Loan i I Change Order n Review and Comment I I Resubmit In Plans Submit Samples SENT VIA: Retumed I Specifications Attached Separate Cover n Retumed for Corrections I ✓I Other: Calculations ,/ Due Date: 09/09/2011 n Other. Line item Package Code Rev. Qty Date Description Status 1 Submittal REMARKS: 000238 1 1 10/10/2011 Handrail Calculations Stairs 1,2,3 Reviewed by GC Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as -built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Johnson Structural Group, Inc. Mark Johnson, P.E., SECB CC: Cannon Design, Peter Mendola Cannon Design, Nikoll Johnson Sheets included in submittal: . 1 10 -06 -11 . 2 10 -06 -11 . 3 10 -06 -11 Signed: Charlie Arndall • va 0 adz t " t W to William F. Waldrop 205 Alexandra Woods Dr DaBary, FL 32713 011 1- 41.5 •l'712. % IL NP+C..{ r71S -- a ar 6" V'e o eye tidee.d. +A.4 Co t s s kv-7v •R t'1,TF N$ri En 73 O�C,o(! f r '_ -• , / p._- ',�.t{ � !� _ . ^ Ate, : !+ j ay ' j R • • . r. -•"- ....1). _ Ctit..•_'. . ......._. _..... ' .... .--.. �'+__ {° . •..)(-1). f- L�._17, ._._,...•�.w� •- _ 4J •; 1111 • 1' — =[ ...L:?.;ef • `- .i.._. _ _ ..... • ... ... ...i.. . ;. _ ».. Qo am �A• j� � d • }. , ' � , .174c-:-- ' wP ;�'T • pt :,~-. •-�, lot . - % , ,..f"" _ • . ..._ ._ ._,t _. ._... • »� a •.i - . .{i .__ ;— ...._ , ,3 -, - _ _. - . dor -_ -__ . • . .,.... _ �.. _.Y _.. •-• 4.) ._:-- -!-..- _'-1 -- - - -• jj _... ... _tj. __ - , �k _... t • tom! _} -_... .-r.. .... ^F •a ..._,. - C?'"1Ft"'%. -l•- %ka�S�.'"__ • C�.•.ir's.:`.i_.f�_: -•-�• 0 • William F. Waldrop 205 Alexandra Woods Dr DeBary, FL 32713 4.0a.4 rafd L/15 Engineering Design 386 6686754 vawaldrop@eftsr.com verN.5tf ., . . • r ,..e.....,.,,...,............ .-....„., . , .'........,...r...s.....i....w,-:_. 7 i . • • • • • er149 T ...7 i ..:. • , • . .- ,-"----::-. . . : ..e. .... ' vi #i* .••• •.• ••"'.... • .. : .7..".1.. ' . ' : • = , : - • . t '.... • !''' ' i , • 7 r , : 1 = . . , , . . . . .. ' 6t i : : • = : : • ' ' : • .• ; • : i ., : '. 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(j ^N'4.,V"�- Y • , • , . y, rr .- " -r T f_. _.. j._,v- _. _ . q,��y�,��` ■Tw■ tE:NO: -40 1uJ`� 1 }�y�J�yfj� 1F _:t.. _.. ( i • • • i♦ CAN "ONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor /CM Protect Name /Address /Number Barry University Residence Hall 11300 NE 2 "d Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Engineer Cannon Design Submitted By Woodland Contractor/ CM Submittal No. 000221 Drawing / Detail Reference Cannon Design Submittal No. Specification Section/ Paragraph 05 52 13 - Pipe & Tubing Manufacturer / Supplier Champion Steel Priority: Critical 11 item / Product ID Stair 1,2,3 Handrail S.D. Required Date: October 31, 2011 Remarks or Deviations Please retum ASAP 1 CM Certification will be returned without review} STRUCTION MANAGER Moss & ASSOCIATES, LTC University Residence Rail —Sob No. 2010023 00221 neia1conformance with contract requirements. zble fiat d mensions, quantities, &coordination with relieve Subcontractor/Vemior ofhis responsibilities to connect documents. . Hate: 10/28/11 C. Amdall October 28, 2011 Reviewed by Date To be completed by Reviewer Cannon Design Submittal Number and F Received On: Oct. 3 Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: XA. No Exceptions Taken No further review of submittal is required. ❑ B. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Submittal not in compliance with Contract Documents. ❑ E. For Record Only Received for record purposes only. Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible for quantities, dimensions and compliance with contract documents and for information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not indicate or note deviations. NE Comments P. Mendola 11.04.11 Reviewed by Date 08/08 MC)SS Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No, 000173 PROJECT: Barry University Residence Hall TO: Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton FL 33431 ATTN: Mark Johnson DATE: 10/28/2011 RE: Handrail Shop Drawings Stairs 1, 2, & 3 JOB: 2010023 WE ARE SENDING: h ,/ Shop Drawings SUBMITTED FOR: ACTION TAKEN: Approved as Submitted ,/ Approval Letter I I Your Use n Approved as Noted n Prints I I As Requested Retumed After Loan n Change Order Review and Comment [ I Resubmit I I Plans I I Submit Samples SENT VIA: (Attached Separate Cover I I Retumed n Specifications I Retumed for Corrections n Other: I ✓I Due Date: 07/28/2011 n Other: Line Item Package Code Rev. Qty Date Description Status 1 Submittal 000221 2 1 10/28/2011 Handrail Shop Drawings Stairs 1, 2, & Reviewed by GC 3 Reviewed — Make Corrections Noted Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Johnson Structural Group, Inc. Mark Johnson, P.E., SECS REMARKS: SEE PAGE RE -3 CC: Cannon Design, Peter Mendola Cannon Design, Nikoll Johnson Sheets included in submittal: . RE 1 9 -08 -11 . RE2 9 -08 -11 . RE3 9 -08 -11 . R1 9 -08 -11 . R2 9 -08 -11 . R3 9 -08 -11 . R4 9 -08 -11 . R5 9 -08 -11 . R6 9 -08 -11 . R7 9 -08 -11 . R8 9 -08 -11 . R9 9 -08 -11 Signed: Charlie Amdall 9 HEADS 0 11' = B' -3• 11'-9 1/9' bo EL 9'-5 1/2' 4' FACE OF CONC LAID 1 10 TREADS 011' =9'-2' / 24-0 1/B' 0I-10 t/9" r-5' STAIR NO.1 THIRD FLOOR ram 1' -r-v 5 TREADS 0 11' =4' -r 11'-9 1/8' i -r TYP AT BOT TYPAT 109 / 24'-0 1/8' 10' -10 1/8' 4'-0' 9' -r ,8 -lo 1/5' 4-0' 9' -r 10' -10 1/5' 1'$ TIP AT IH r FACE OF CONC IMOING Y-0' / 1YP Al / BOT BY 21�1L • ,,, ;, 1'iL; i 4R2L •' .4,-` 11 b 8' -3' 11' -91/5' 24'-0 1/5' 4-0' 9' -r 10' -10 1/5' 1'$ TIP AT H TOP : / / Y-0' / 1YP Al / BOT BY STAIR NO.1 NO.2' 111111kik ;, 1'iL; i / .4,-` 11 b SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AND CCUN'1Y RULES AND REGULATIONS In • r- ' 5 TREADS 0 11' = 4 -r 11' -9 1/9 / / . 24'-0 1/5' D;} 1 24'-0 1/8" STAIR NO.2 FIRST FLOOR MIS w' -rc li , NOV 0 § 26V BY.- 4'-0- 1P -3* 11' -91/9' le 1R2R 10' -10 1/5' 11'-9 1/5' PERMIT r-0- tr-9• : / / Miami Shores Village APPROVED BY STAIR NO.1 NO.2' ZONING DEPT ;, BLDG DEPT .4,-` 11 SUBJECT TO CCMPUANCE WITH ALL FEDERAL STATE AND CCUN'1Y RULES AND REGULATIONS SECTION (AS SHOWN) SECTION (OPP HAND) 45 a. 19' -3 1/2' ELY 19.45_,„ 9' -5 1 Y a 0' -0' • ••• .. • ••• • • • • • • • ••• • • • • 1 •• ••. •••• • • • • • • D.•• • • ND= AIL KID OM. IE Pat A6 (1:712s4 1.011-11Y 9&D. WM. • MIMES A-39 119E STEEL A500 -g-B cHarnPion STEEL. CORP. D®.AND. R 388-738 -5848 *MIL attar KIES U.N.o 11 -601 RE1 A • s-6' 101REM S 0 11' = 9' -2 9' -11 1/2 EL 19' -3 1/2'• 9R2 5-9' 9 mm 0 1i f0' -10 1/2' 24' -7 1/2 5-e' STAIR NO.3 THIRD FLOOR Bow r-r 9, -2 9' -11 1/2 EL Y-9' v. 5-e' 91RFADS 0 11' = 7.-4' 11'-9 1/2' 24 -7 /2 2 STAIR NO.3 SECOND FLOOR 11•1e,/r -ra T 1 5 -9' 12 191709 0 i11' . 11'-0' 9' -1 1/2' A A A1YP A190T . • w • ? :. i :. • •P q • .r _ _ .. • .. •" . • ..,•. .• I�_ r:r . I I• ! 5R1 T - N 10' -10 1/2' „..,...,......v.„ .1 e..4 .); 1. . fr 2(-7 1/r A 0 1 STAIR NO.3 FIRST FLOOR pQ 8•8 VC- r,r EL 0'-0' 9' -2• 9' -i1 1/2' STAIR NO.3 ROOF FLOOR SKwe 1/r - ra OpQ STAIR NO.3 SECTION Smu•K/r -ra MSC L VrRRRORRSEDeroiiB ffM TQ MOSTEPPICANDECONOMIC METHOD BACKCwmESWILLBEAC CEPIEOUNLESSAPPROVEDw VIROwOBYnO • • • • • • ..s.•. • • • • FACE OF CONC LRCM _' • 91011111NWEIWILNI910 1• 5-9' • 9 TIIFMS 0 11' = 5 -3' t• •. . ,- .. 10' -10 1/2' 24' -7 1/2 STAIR NO.3 ROOF FLOOR SKwe 1/r - ra OpQ STAIR NO.3 SECTION Smu•K/r -ra MSC L VrRRRORRSEDeroiiB ffM TQ MOSTEPPICANDECONOMIC METHOD BACKCwmESWILLBEAC CEPIEOUNLESSAPPROVEDw VIROwOBYnO • • • • • • ..s.•. • • • • 1/4 TINE 3/4 x 3/4 x 1/8 PICKET 1880 1 1/2 x 1 1/2 x I/O GUARDRAIL AND POST iirriiiiiiii IN I. s-r MAX III wago OVAL 5/RE3 OTYP GUARDRAIL MURK END REIURN 1 1/4 SH 40 PIPE J, TOP OF RAL 2• -10' 0 STAN 3 /8VA • 4' EMBED EXPANSION BOLT 1/4" x 2' ENT PLATE MOTET CONC WALL TYP WALLRAIL SORE 1 1/2' = 1•-0' TOP OF GUARDRAIL TOP E HANDRAIL 2 3/4" 3 1/8' 3 1/8' 10 0000 OF STRR 3/ O(� TYP NEWEL POST axe EXPANSION BOLTS TO BE HILTI KWIK BOLT 3. 1118E 1 1 r 1/2 • 1/8 POST N Pl. 1 /4 "x8x0 -81/4' 3/8" ON x 4' EIMED URNS181 MOTOR L TYP RAIL TOP RE2 5 1/2' •aE 3/e. rte' TIE 1 1/2 x 1 1/2 • 1/8 POST PL 1/4" x 8 x 0'-8 1/4' ® I f 3/8 1.88 • 3' MED WATSON ANCHOR O1 3/4' 1/4' 1' 2 3/4' 1 1/2' 04 2 3/4' 1 1/2' 2 3/4" 1 1/2' TYP POST ATTACHMENT SALE: 1 1/2' = 1'-0' TUBE 3/4 x 3/4 x 1/8 PICKET TUBE 1 1/2 x 1 1/2 x 1/8 GUARORAL AND POST PPE 1 1/4 SH 40 MINOR& 51 Ci) VP RAIL BOTTOLI S0/1113/4.. r e • • • • • •• • • • • • • • • APPROVAL ADOMRITY: • • • • WRIFICA1100 OF DDE1®O 18, ETABt tTt. • • • • • 1 ARE REQUSTED MBE NOICA *IMAM IS 1MT NOTED • • • • • • • ILL BE ASSURED TO 8E CORAECLO� • • Q • • • tn 5 A • • • • • • • Q er DA E DESERIPEON • •• • • • •• • •• •• •• • •• • •• • ••• • • • ••• • ••• • ••• • • ••• ND7P8 All GELD SHALL LIE PER ASS DM (Ma) L0•-HY STEEL C N8VEL At ANGLES A-38 WEE SIEEL A500 -g-D cHamPion STEEL C DELA D. R 388-738-5848 MCKIM BARRY UNPERSITY vwa 1 SIC SW MR UMW SSPC SP-2 WIESE NEE Has r4• ui&o loan . NAL ND AVE 118 STREET WAN, FL rem RAIL DETAILS =ram ISXI.AND =Mil= Ca DER OR Am CANON DEM tem OW Me amm ••Er am Res our 09-08-11 aim 11 -601 RE3 A Aa¢ •••• • •• •••• • •••• • I PL pb1 OETAB° 8/E2 °It PIPE 1 1/4 SCH 40 HNIORN. TUBE 1 1/2 x 1 1/2 x 1/8 GUARDRAIL AND POST TUBE 3/4 x 3/4 x 1/8 PICKET RAIL BRACKET 3 1r 3/4' PIPE 1 1/4 S21 40 10111.8L TUE 1 1/2 x 1 1/2 x 1/8 SUAKI L MID POST TUBE 3/4 x 3/4 x 1/8 PICT 3 1/8' PL pal DETALL 5/RE2 \ 4 1/4 1 4 SPA 0 4 1/2'4 /4, / 12 7 3/4 L �ril� PL poi J DEW 5/RE2 1' -5 1/2' 15 TREADS 0 11' = 19-8' 8 SPA 041/2' =r -71/2 3' -1 1/2' 6SPA041/2' =3'-O' I4• 6SPA 041/2' =3-0' A 2' -2 7/18' 2'-9 1/16' 8' -1' ONE - RAIL - 1R2R (AS SHOWN) ONE - RAIL - 1R2L (OPP HAND) 5 t/Y L - i1 • LllLJI 8 SPA 0 4 1/2' = 2' -r ir 5 1/2' I / 2'-9' 13' -2 1/2 ONE - RAIL - 1 R1 R (AS SHOWN) ONE - RAIL - 1 R1 L (OPP HAND) 3'-1 1/2' BILL OF MATERIAL YARN OWN DTKR R ROMIG 1RIR ONE W« S 1R1L ONE RNL (OFF WN®) TUBE 1 1/241 1/x1/8 TUBE 3/4 x 3/4 x 1/8 Lai Pl. 1 /4x8 0 8 1/2 PA2 PL 1/4 x 5 0 8 1/2 PPE 1 1/4 S21 40 POST BRACKE1 IR2R ONE ROLL (AS SHORN) 1821 Ohl RNL (OPP HAND) Tim 1 1/211 1/21/8 TUBE 3/4 x 3/4 x 1/8 pot PL1 /4x8 0 8 1/2 Pat PL 1/4 x 5 0 8 1/2 PIPE 1 1/4 S21 40 POST BRICKET • • •• •••• • • •• • • • -�-�,� -.ter. �.- °,.�.r- ,it -•.�f, APPROVAL AUTHORITY: TY MDIFICATION OF COIDEICANS. DiEETqA,01�111R.• NOT NOTED 01M MO' • • f KILL BE ASSURED TO BE 4 SI@IW 1 • • • • • • • • • •••• • • •••• ••• • • • •• • • ••• • ••• ••• •• ••• • • • ••• • ••• • •• • • •• • • • •• • • • • • •• • • • •• • • • BY ONE ••TL• 0 1 (EA L011-111 Y M9 STEEL OHANIFl t MILES A-38 110$ STOIL A900 -Sr-8 c1011 STEEL. G _ . R 3W- STRUCT RE BARRY UApVERSIT1' MCAT= MW ZdD AVE 115 SRREEET MINA FL SAL RAIL DETAILS Pm, 1 S/C STD PRIMER a•ro•n WOODLAND COIIS1RUC11011 CO. ENGR •, Anti CAANON NSW ammo SST SP-2 aaw G8T SAE 08 -08-11 SHOP ORDER SHEET IQ REV AVOW OWE AdB +a1,+ u.xo ADE 11 -601 R1 •••• • • • •••• • •••• • PLr1 DEAL 8/E2 S-9 3/4' Cy& PIPE 1 1/4 SCI 40 HANDRAIL TUBE 1 1/2 x 1 1/2 x 1/8 GUARTAWIL AND POST TUBE 3/4 x 3/4 x 1/8 PICKET ONE — RAIL — 2R1R (AS SHOWN) ONE — RAIL — 2R1L (0PP HAND) zv 1 3 /8' R pb1 DEDD. 8/F2 10' PIPE 1 1/4 SCI 40 HA10)RAD. TUBE 1 1/2 x 1 1/2 x 1/8 GUARDRAIL AND POST TUBE 3/4 x 3/4 x 1/8 PICKET r.s �r 1 12 71/2 3 1/8' b / PLpo1J \� DETAIL 5/RE2 10 TREADS • 8' t TO IR2R 8 SPA 0 4 1/2' • 2' -7 1/2' 8 SPA 0 4 1/2' =r -3' 3' -1 1/2' 5 1 4' 8 5'A 0 4 1/2' • 2' -3' 3' -1 1/2' 511/4' s'-0' ONE — RAIL — 2R2R (AS SHOWN) ONE — RAIL — 2R2L (0PP HAND) BILL OF MATERIAL MARK wua DESCRPTKIN FT w 801616 2818 ONE RAIL (AS 06686) 2811. ONE IWL (OPP Iwo) TUBE 1 1/221 1/221/8 TUBE 3/4 x 3/4 x 1/8 pot PI. 1/4 x 8 0 8 1/2 Pot PL 1/4 x 5 0 8 1/2 PIPE 1 1/4 SCI 40 POST BRACKET 2626 ONE RAIL (AS SHOW) ONE RAIL (OPP HOND) TUBE 1 1/2x1 1/2x1/8 TUBE 3/4 x 3/4 x 1/8 Pot PL 1/4 x 8 0 8 1/2 OW PL 1/4 x 5 0 8 1/2 PIPE 1 1/4 SCI 40 POST BRAOIST • • •• •0•• .. • • .. • • APPROVAL AUTHORITY: .... W ANON aF 0D0156065, DEMRS ETC. ARE MU: NZ 0668E 1DDI ATV I 0 CAN • • •••. UDD1 a 105 Nu1ED OTRE IT . } 881. BE AS5t8ED 10 BE CORREC 1* 5168811. • .. IP IV • • • • • .... ... • .. .. • • • • • • . • • • .. • • • • • DAM �1 � A1H5 sffa 01A10E1 & A15155 A-38 110E SIEEI.. A500-R-8 • CHBMPIOrl STEEL. IE -. DELAPD. R 386- 738 -5848 S RUCxxa BARRY W416 91Y MCCA= Nit 211D AVE 118 SIREET MWq FL. 061Ax RA8. DETAILS sor 1 VC SID PRIMER CUSTOM WOOLARD CONS'1RUCR21 CO. paw co A,m4 CANON MON aer. SWC SP -2 auw 0W .It 08 -08-11 smv Cimm SKEET tKL REV ARBOL axa OMB %0 U.N.0 a EMI aas 11 -601 R2 A • • ONE — RAIL — 3R2R (AS SHOWN) ONE — RAIL — 3R2L (OPP HAND) r -- i r— 7 i r - - -J �7 r -- J ' PPE 1 1/4 S0, 40 HAND 1 ' 1 i 1 r - - -J �7 1 i r - - -� �� ONE — RAIL — 3R1R (AS SHOWN) ONE — RAIL — 3R1L (OPP HAND) BILL OF MATERIAL WRK IRAN OESCRP L Fr IN REIURKS SZ1R ONE RAIL (AS woo 3R1L ONE NIL (OPP HAND) PPE 1 1/4 S0, 40 N'AU. BRACKET ONE BBL (AS SHORN) ONE BBL (OPP RNND) PIPE 1 1/4 SCH 40 RAIL BRACKET • • • • • •• • •• • • • ° APPROVAL AUD1 11Y; •••• YERFICA1NIN 0' DEIENSONS. WADS. ETC. ARE REQUES1ED WERE INDICATED►. EIUN • • *MATER IS NOT NOTES O1NER0SE•R • } EL BE ASSUMED TO DE CORRECt* SNENI. • • • • • •••• • • •••• ••• • • • •• • • • • • ••• • •• •• •• A • • • • • • • •• • • • - • • •• • ••. • • • .•• • ••• • ••• • • ••• DA's NOM ALL EW WAIL BE PEA ASS DI.1 W04 1011-Ht STEEI. WARW. • NOSES A-]S 1UEE S1E8.. A500 -gr-B I H rnmon STEEL. C ° - DELAND. FL 388 - 738 -5848 eoewA1 BARRY LROVERSBY L00ATI N AUK 2ND AVE 115 MEET 10AN0, FL mu RAIL. DETAILS an 1 S/C STD PRIMER corm: POWLAN0 COAISTRUCTION CO. Dna Ow ma, C4MvJN DESIGN •ce•• SSA SR-2 VIM CW ma 08 -08-11 SHOP ORDER SW /m. REV IaID•a ERRE MIES UJLO a®mr •][ 11 -601 R3 •••• • • • •••• • •••• • PPE 1 1/4 SCH 40 IWmRAI TUBE 1 1/2 x 1 1/2 x 1/8 COARIM I. M81 POST TUBE 3/4 x 3/4 x 1/8 PCRET 3 1/8' PIPE 1 1/4 SDI 40 IW D L TURF 1 1/2 x 1 1/2 x 1/8 WARORAL MID POST TUE 3/4 x 3/4 x 1/8 PIPET RAIL EIREET 7 3/4 ONE — RAIL —5R2 3 /tll • PL pat EMIL 5/RE2 ILO" 5 II• •I 1' 8 SPA 0 4 1/2' - r -r 8 SPA 0 4 1/2' 1 n r_r 11; i 8 SPA 0 4 1/2' r -r r-B' 4 1J4'8 SPA 0 ' 1/214 1/4' r_r x21/2' 10' -11• ONE — RAIL —5R1 BILL OF MATERIAL QUN OTSRIPIWP1 PT N 5111 TOL TIRE 1 1/211 1/21/8 TOW 3/4x3/4x1/8 F41 PI. 1/4 x8 0 8 1/2 Pa2 PL 1/4 x 5 0 8 1/2 PPE 1 1/4 SON 40 POST BRAIIET 5R2 ONE RAIL TUE 1 1/20 1/21/8 TUBE 3/4 x 3/4 x 1/8 pat PI. 1 /4x8 0 8 1/2 Pa PL 1/4 x 5 0 8 1/2 PIPE 1 1/4 SON 40 POST TOMO • • • • • • i• ••.• • • •• • • • • APPROVAL AU1NORIIY • • • • f VE10ICA1�1 OF S, 28pETfMA0SS,, > AE RED WERE 88RCA0372�r - • MFII¢ICA1814 6 807 80120 • EL E ASSUMED E •',,� SH�R • • •••• • • •••• ••• • • • •• • •• • • •• • •• •• •• 01 A • • • • • • .. • •• • 0 m Ek?i11P901 • • ••• • • • ••• • •••• • ••• • • ••• •• • • NOTES 01 () � ".S RM. DINAffL • =UM A-38 TEE STEEL A500 -0-8 camPion STEEL E ° _ . DELAND. R. 388-738-5848 STRUCTURE BARRY UNIVERSITY urAma NIL 907 AI1E 118 S1REL7 WAIQ FL aE!A6 RAL DETAILS PMT 1 S/C STD PRIMER ostasi BDG2.AND CaNS7RUCDW 02 Elxxt to mai CARMEN MGR ammo SVC S'-2 a•r OW Nue 09-08-11 SHOP ORDER SHEET NO. REV SCONE CONE 410 u.N.o CHECKER SUE 11 -601 R5 A ••i• • • • •••• • •..• • 041. • • • 00. • • • •• .• • • • .• •0 • • • • • • • • • • • • • • • 4100 • • • • • • • • • • • • • • 000 • • • • • •00 • • • • • •.• • • • .• •. • • • •. •• • • • • • • • • • • • • • • • • • • • • • • • • • • 00• 00• • • •00 •0• •. 00• 0• • • 0 •. • • • • • • • • .• •0. • • • • • •. POPE 1 1/4 SCH 40 WANK TUBE 1 1/2 x 1 1/2 x 1/8 GUARDRAIL AND POST IUBE 3/4 x 3/4 x 1/8 PICKET 3/4' 3 1/8' RAO. BRACKET 12 7 1/2 3 1/8' °1 , /' I I .-- li PL pot DECO. 5/RE2 Al LI 10 TREADS 0 11' - 9' -r 8 SPA 041/r - r -r 3 -1 1/2' 5 ,/4' 8 SPA 0 4 1/2' r -r 8 SPA 0 4 1/2' 5 1/ ' r -r 5 4' 3' -1 IN 2 - RAILS -6R1 BILL OF MATERIAL MARK au6 OEtIOR FT 81 REIMS 861 ONE 1U8E 1 1/2x1 1/21/8 TUBE 3/4 x 3/4 x 1/8 Ps1 PI. 1/4x8 0 8 1/2 P02 PL 1/4 x 5 0 8 1/2 PIPE 1 1/4 SCR 40 POST BPo800TT • • • • •• • • • SIDS •• • •• • • •••• ••.• • }• APPROVAL MINORITY: •••• • • • • < WRECKRII OF mom OETMSET�, IRE ROUSED ME NERIFICANN IS NOT ND1FD O0AD�EEr�-186 ply •j • • • • NU. BE AS80M8010 BE OOARECI'A St1E1AiL } • • 18 1 • BY 0A8 CESERIPTION • • • ••• • •• • •• •• •• • •I • • • • • •• • • • • • NOSES A7f9 61EEL WNW. maws A-38 11.18E STEEL A500 -qr-B c- tB�R�mP..•ion STEEL C DEL AND. R 386 -738 -5848 8mt•exa EARRYI�OIE�T1' Lamm A! E! 2ND AVE 115 STREET M1AIQ FL B ETA!. RAIL. DETAILS Mil 1 SIC SID PRIMER alsrore8 WOODLAND 1 ICTTCR CD � OR ARa CANNON DE511#4 man SSr C SP-2 a ux DE! Aar 09 -08-11 s110P ORM mit NO. REY INSIBBL OEM flan ilMER 11.14.0 MON 11 -601 R6 A ••• • • • ••• • •••• • ••• • • ••• •••• • • • •••• • • •••• • •.• • • •• • • • • • • • • • • • 0410 0 • ••• • • • • • • •• . • • • • • • • ••• • • • • • • • • • • • ••• • • • • 10• • • • •. •• • • • • •0 • • • • • • • • • • • • • • • • • • • ••• ••f • • ••• •41• •• •0• •• • • • •• • • • • • • • •• •0• • • • • • • • •. POPE 1 1/4 921 40 MORAL TUBE 1 1/2 x 1 1/2 x 1/8 OUARORIM. NE POST TUBE 3/4 x 3/4 x 1/8 PS3ET ONE - RAIL -7R2 P-0 1/2• 3 1/8• RETIIRII 10PERA0. 89PA041/2• r-0• 3'-a 3/4• RAIL 417/8• PIPE 1 1/4 921 40 MERE. TUBE 1 1/2 x 1 1/2 it 1/8 GARS & AND POST TUBE 3/4 x 3/4 x 1/8 PEE ONE - RAIL -7R1 BILL OF MATERIAL QUM DES RPM05 FT IN REIPBCS 5R1 ONE PAL 1181E 1 1/2.1 1/241/8 118E 3/4 x 3/4 x 1/8 Pal PL 1/4 x 8 0 8 1/2 P02 PL 1/4 x 5 0 8 1/2 PPE 1 1/4 931 40 POST MEET 552 01E RAIL TUBE 1 1/2.1 1/2.1/8 TUBE 3/4 x 3/4 x 1/8 pal R1 /4x8 0 8 1/2 Pa2 PL 1/4 x 5 0 8 1/2 PPE 1 1/4 921 40 POST ARENET • • • •- •••• •. a • • • • • •. • •... • •••• APPROVAL AUTHOIPI11 •. i s :i WR1<1CATWR OF *015X9016 OET8J ARE 919150150 185E P52CA11:R�1F 1 • • ) Ire Ill E ASSUMED 10500EiECTAS9881. • • • • • •••• • • •••• ••• • • • •• • • • ..• • •• • •• ... • • • ••• • •••• • •• • • •1 • •••• • • • • 0 Iff DATE DESCRIPTION MEN D";�� A>B TIE. coma. *1150 A-93 1113E STEEL A' gr-8 CHBRIPIOrl STEEL CDRP. DE LAND R- 388-738-5848 salmi= BARRY UAD1D7P5IIY LOA= ALE ND AVE 115 STREET 1RAK FL tem. RAIL DETAILS MT 1 S/C SID PRIMER CUSTOMER WOMAN) CONSTRUCTION CO. exalt ax NRw CANNON DESIGN ammo SS°C 92-2 aaur OM ame 08 -08-11 STOP ORDER •50T NO. Rev xaA. 711.0 Ux0 CEEDEI 11 -601 R7 A 0•• • • ••• •••• • • • •••• • •••• • ONE — RAIL — 8R1 BILL OF MATERIAL WAN FT IN ONE alt TOPE 1 1/4 SL1l 40 IDOL Tyr ONE ROL PIPE 1 1/4 Sql 40 IDU1 EIRCHET • •• • •••• • • • •• • • •• • • •• •••• • • •••• •••• • • • — ® ^ ",,.'; ',",°`,-!'viii o, -^ r-\ .... WRIFICA1IR1 OF DORM= DMA RIR • • • • • • • • ARE RE0 iESIED MX ROUTED. F 8101 • • • 1iN0ICA1IQ1 IS NOT N0100 0THERaIIE, 1P► • TILE ASSUMED TO E ODRRECT AS SWIM • • • •- • ••• • ••• •• • ••• • • • •• • • • • • • •4 • • • • • • • • • ••• • ••• • •• • • ••• • RATE comma ALL IELD OREL DE PER AIR S,ED. aMDEL • MOLES A-36 ROE STEEL A500-qr-S cUD Pion STEEL Co- DB..AND. R 386 -738-5848 STRUCIUZ Raver lifillfERSTY moo MIE XD AVE. f15 STREET MAIM FL RcR• RAIL WEALS "am 1 SIC SID PRIMER =Tom NVQZAND 0W61RUC1R7N CD. Lnam a Ana CANNON DESTQI ammo SSPC '-Z Rea CY/ car 119 -08-11 CCP ORDER WERT NO. REV NUN WOO U.N.O OZOOP 11 -601 R8 A •••• • • • •••• • •••• ••' •• •• + '' • • •• 00 • • • • • • • • • • • •'• • • • • • .•• • . • • 0041 • • • • • • • •• •• •.. • • 00 .• • • • • • • • • • • • • • • • • • ••• .•. • • • • • • • • • 41.11 •00 •• •.• •• • • • •• • • • • • • • • • 00 •.• • • • • • .• 2 — RAILS — 9R1 BILL OF MATERIAL SIRK WAN DES FT N RE INS 9R1 2 PIPE 1 1/4 SCH 40 SRL BUCKET 902 2 PIPE 1 1/4 SCH 40 WALL MAGNET • ••• • ••• • • • • • • ••• • • • • •• • •••• • • • • • •0• 0000 0000 • • • ••• ( APPROVAL AMORY:: • F YEWFlGTIOIT o: 9o1E1E0P6 oEVl•,/7f.• • • • • • • • • ARE RED OIERE MCAEEIL F INCH • , • • 1£Iffi4CA1I0I 6 AAT< DIED ODDg�} • !y • • • • BE ARMED To BE CORRECT . • • • • J • �ti:+ / �� •'�-• • 0• • • • • ••• • • • ••• • •00 • •• • •• 0000 • • • •••• • • • • • • •• • • • • • •• • DATE OF1 ALL 1ED WALL CC PER ARS SIR CUM • MOLES A-DS TUBE STEEL A500-g-9 CHISMPIOn STEEL C o ' DEL AND. D. FL 386-730-5848 sox= BARRY QTY Lounoti N W 211D AVE 115 STREET IBAK FL Deus. RAE BETAS M 1 S/C SID PRIM comma •DODt 4ND CONSTRUCTION co. ease a i Am WNW OF9f1 NEW= SSPC SP-2 soul CF cAt 09-0 8-11 SOP ORDER SHEET NO. REV .ANN. •O0 A•L4 Ito uxo OWE 11 -601 R9 0 • •••• • • • • • ... • • ••• • • • • • • • • 0 • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •. •• • • • .• .• • • • • • • • • • • • • • • • • • •. •. • • • • • • . • • • ••• ••• •• .•• •• • • • •• • • • .• • • • • • • • .• • • • • ••. • •• •.. • • • • • •• • CANNONDESIGN SUBMITTAL IDENTIFICATION SHEET To be completed by Contractor/CM Project Name /Address /Number Barry University Residence Hall 11300 NE 2nd Ave Miami Shores, FL 33161 Cannon Design Project No. 03617.00 Owner Barry University Architect / Engineer Cannon Design Submitted By Woodland Contractor / CM Submittal No. 000238 Drawing / Detail Reference Cannon Design Submittal No. Specification Section/ Paragraph Manufacturer / Supplier Champion Steel Priority. Critical 05 52 13 - Pipe 8r Tube Rail Item / Product ID Stair 1,2,3 Handrail Calcs Required Date: October 11, 2011 To be completed by Reviewer Design Submittal Number and_Recetved Date Received On: Oct. 11,;;2011 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ A. No Exceptions Taken No further review of submittal is required. ❑ B. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. ❑ C. Revise and Resubmit Revise as noted, and resubmit for further review. ❑ D. Rejected Remarks or Deviations X E. Contractor l CM Certification (submittals not corNl will be retuned without revte COr ST WCTiON MANAGER Noss &ASSOCIATES, LLC Barry UniversityResidence Hall —Job No. 2010023 • No. 00 0238 ® Reviewed ElReviewed as Noted ❑ Reviewed as Noted Not Approved— Resubmit 1 Review of this submittal is for gepmsi-ooammo with contract requuements.. Subcontractor/Vendor is ire -for dimensions, quantities, & coordinationw h other trades. Approval does not terms Subcontractor/vendor of his re ponst'bilitiesto fully comply with the contract docents. By C. Arndall Dai,. 10 /10 /11. C. Amdall October 10, 2011 Reviewed by Date Submittal not In compliance with Contract Documents. For Record Only Received for record purposes only. Review is for conformance with the design concept of this project and for general compliance with contract documents. Contractor is responsible for quantities, dimensions and compliance with contract documents and for Information that pertains to fabrication processes, construction techniques and coordination of this work with all trades which will be affected thereby. This review is null and void if submittal deviates from contract documents and does not Indicate or note deviations. AIE Comments SUBMITTAL RECIEVED FOR RECORD ONLY. COURTESY REVIEW CONDUCTED FOR COORDINATION WITH ARCHITECTURAL SCOPE OF WORK. P. Mendola 10.14.11 Reviewed by Date 08/08 lvlc,ss Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No, 000140 PROJECT: Barry University Residence Hall TO: Johnson Structural Group, Inc. 951 Yamato Road Suite 205 Boca Raton FL 33431 ATTN: Mark Johnson DATE: 10/10/2011 RE: Handrail Calculations Stairs 1,2,3 JOB: 2010023 WE ARE SENDING: I Shop Drawings SUBMITTED FOR: v Approval ACTION TAKEN: Approved as Submitted Letter Your Use 1 I Approved as Noted I I Prints As Requested Retumed After Loan Change Order Review and Comment Resubmit I I Plans I I Submit Samples Specifications SENT VIA: I (Attached (—(Separate Cover fl Retumed I I Retumed for Corrections ,/ Other: Calculations / Due Date: 09/09/2011 Other: Line Item Package Code Rev. Qty Date Description Status 1 Submittal REMARKS: 000238 1 1 10/10/2011 Handrail Calculations Stairs 1,2,3 Reviewed and Approved Corrections or comments made on equipment submittals or shop drawings during this review do not relieve the contractor from compliance with requirements of the drawings and the specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, confirming as-built dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. Johnson Structural Group, Inc. Mark Johnson, P.E., SECB CC: Cannon Design, Peter Mendola Cannon Design, Nikoll Johnson Sheets included in submittal: . 1 10 -06 -11 . 2 10 -06 -11 . 3 10 -06 -11 Signed: Reviewed by GC Charlie Amdall , e• William F. Waldrop 205 Alexandra Woods Dr De Bary, FL 32713 Engineering Design 386 6686754 wvorldrop@ofl.rr.com 1/ 3 15..... Toot Irk. Gt (AA ve Vide.,c1. tite:\ Co (As Vcroc--Wd•tA 0/(eli • : • . . ; : . • . - : .... y • . . • s : . . . • , : • • 174'71 : . . . . 44, • • • --E041%.4444;‹t . . . --- 1- • : : • •.• , I i .. , : • - , , . • i . . . . . , . • , ' • . * Mjd • • 11:iI p • ; • , : - • - . . ; . ; William F. Waldrop 205 Alexandra Woods Dr DeBary, FL 32713 to„ Engineering Design 386 6686754 wwaldrop@aftrr.com 273 10 (67E1 • Mem F. 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