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FW-11-1384Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175042 Scheduled Inspection Date: June 25, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue NEW DOORM Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CARLSON FENCE COMPANY INC Permit Number: FW -8 -11 -1384 Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number Parcel Number 1121360010160 -37 Phone: (305)593 -8590 Building Department Comments PERMANENT FENCE BLACK ALUMINUM PICKET FENCE 8'5 ". IN HEIGHT. SHEET L0151 & L0903 BLACK VINLY CHAINLINK & GALVANIZED CHAINLINK. Passed r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 162668. NO ONE AVAILABLE June 22, 2012 For Inspections please call: (305)762-4949 Page 31 of 43 1 BUILDING PERMIT APPLICATION FBC 20 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 qyy Permit No. 4:41 Permit Type BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 1�;�V kAn°\�� Tay JUL 2 8 2011 Master Permit No. ri— `�C� Address: l 1 1�� 1-`m ier, City: taeJA Srtt, Phone#: 3 05 D)) "3j©rjb State: Zip: 33i61 Zip: Phone#: 3 4tW l - 5)5 0 Tenant/Lessee Name: tkr■S g1 Email: 0 \ A NC- i Nv \ JOB ADDRESS: City: Miami Shores County: Miami Dade Folio/Parcel #: I \ ?a f1 e UO4-0 Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: - c\ 5t r\ V NOA Address: City: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: 00001103 Contact Phone #: 'AiaS " l — 1, 510 Email Address: tjktl- A tAe_NU . DESIGNER: Architect/Engineer: ' e G.�E ��� Phone#: (� () 9 3 Value of Work for this Permit: $ Square/Linear Footage of Work: 10 LF ❑Alteration iew ❑Repair/Replace ❑Demolition Description of Work: ` .p ©,M,� A �d. o�' ° s, \, k 1.-A NNW/i1/4 /11/4 s ci y 6 “ We-Al. ykk � 4. L-61-5.1- k L090:_; -NI,A_ 111 (JkAxrt LAAW: k 624,,,,,,,,,,z.c. A. n„....,,,, 1.4,0- 5<gq tkl Flood Zone: Phone#: _ o State: AN 6L Type of Work: ❑Addition Submittal Fee $ Permit Fee $ X07 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW D i 4 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 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. "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 occ seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve ' • inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this ,/,‘ ,20 IL, by b Y24.4' - day of who is persovlally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this Pc day of .14 , 20 , by ?.7Aa/tS who irsonall known to me r who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Exp —L rCkfif Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) '11, F -v— 54,e e• Notary Public State of Florida Allan Capuano a My Commission EE054592 '� of rL °a� Expires 01/11/2015 Zoning Clerk NOV/16/2011/WED 10:59 AM FAX No, TQ , Construction Trades i uaiifying Board fi BUSINESS CERTIFICATE OF COMPETENC!Y • CARL.SON'S PEN S CM • INC. 7-v per '• :� •.i i'r;: "..,. • ' DAVIS MARK E Is cbrtified under the provisions of Chapter 10 of Merril-Bede Catittfjr •VAUO..FOt CONE AC I a;_U flL.ost3 12012. SI A J#..DADE COUNTY TAX COLLECTOR 140 W FLAGL,EfR St lot FLOOR MIAMI, FL 33130 RECEIPT NO. 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT M1AMI•DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 1024 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL -1X3 NOT PAY 30- 1840025 CC NO; 000017498 BUSINESS NAME / LOCATION CARLSONS FENCE CO INC 8491 NW 64 ST OWNER sCARLSONS FENCE CO INC SEE BACK OP RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register In the City where work is to be done. FAY1!$NT R6f` 2VE>D a15J2011 60020000041 000175.00 11w.•v .— .ti•..r...I�••i.i•uw•a r• —.r. ..x•r.•.w.«+ siv".,...w tlmans..nr..w. +w.— ••wvMW WY./P. C%'wf'MNV N9•.. Wevv +•100••••.h .. • i i.• • P, 002 FIRST -CLASS U.S. POSTAGE PAID MIAML FL PERMIT NO. 231 RECEIPT HOLDER MAY 00 BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR D0 NOT FORWARD CARLSONS FENCE CO INC MARK DAVIS PRES 8491 NW 64 ST MIAMI FL 53166 Till iliI tii3 }il Iiiil ui iiilflalm41166i.A1� 1.! FJNST -GLASS U.S. POSTAGE PAID MIAMI, FL PERMIT N0.231 t 184002-5 THIS 18 NOT A BILL - DO NOT PAY RENEWAL S Cl0.Reaalrff NCO INC CC 4ECF0 trb498 184002 -5 8491 NW 64 ST 35166 UNIN DADE COUNTY ORLSONS FENCE CO INC 8vr `aan1LTY TTHIS� 2B Dfl Y 4 LbCA�L{' ;DOER ��NDTA P&4A@t TI�G COLHTY LA�tW$ 00 �ffi iY EtG@reiP HOLDER PEP PEQu on D 4AW, TlaS I raffi A*1 PAYMENT MOWED MIAMMADE YA% COLL66 COMM COMM U9/lb /ZUIl 60020000040 000075.00 BUILDING CONTRACTOR WORKER /S DO NOT FORWARD CARLSONS FENCE CO INC MARK DAVIS PRES 8491 NW 64 ST MIAMI F1. 55166 r SdLoii]iliililliAtsilthiiiflitr ItJlilfhurt04 NOV /16 /2011/WED 10:59 AM FAX No. P. 003 '°WICP 'ZA:r CERTIFICATE OF LIABILITY INSURANCE OP ID: MA DATE (MMJDDIYYYY) 07/12/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS 1 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED 6Y THE POLICIES BELOW. THIS CERTIFICATE of INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlflcate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION iS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on thls certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER BUTLER, BUCKLEY, DEETS INC. 6161 BLUE LAGOON DR., STE 420 MIAMI, FL 33126 Stephen M. Dunked 305 - 262 -0066 Nam STEPHEN DENKERT PHarito m*305 -262 -1016 KATIAIL ADDRESS: $PENKERT @BBDINS.COM 1 PAX tat& Not 305.262 -0187 QUETC RID{I,CARLS•1 INSURED CARLSON FENCE COMPANY INC. AND FLORIDA FENCE RENTAL, INC. 8491 NW 64 STREET MIAMI, FL 33166 INEURER(S) AFF DING COVERAGE NAIL if IN5URERAIFCCI COMMERCIAL INSURANCE CO. INSURER e : INSURER C : INSURER D : 33472 IN- i'EREt INSURER P; COVERAGES ERTIFICATE NUMBER: • THIS INDICATED. CERTIFICATE EXCLUSIONS N,SI IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDI17ONS OF SUCH POLICIES. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE Op INSURANCE ADDL INSR AteR WVD POLICY NUMB (M DMI RI(YYYI 01/20/11 ,{MM Dom) 01/20/12 LIMITS EACH OC�C�URRENCE R sE ma �arrertce) $ 1,000,000 A GENERAL LIABILITY COMMERCIAL GENERAL LIAEIUTY EC LIAB .. GL0009744 X $ 100,000 1 (:LAMMS -MADE MED EXP (Any One Persons $ 5 000 X CONTRACTUAL PERSONAL a ADV INJURY 1,000,000 X BROAD FORM PDIXCU GENERAL AGGREGATE $ 2,000,000 GENT. AGGREGATE user APPLIES PER T OJ 1 1 LOC PRODUCTS - COMP/OP MG $ 2,000,000 7Po(cy S A AuToMOBILELIAeIUIV ANY AUTO ALL OWNED AuT03 SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS CA0015140 01/20/11 01/20/12 COLUMNED SINGLE UMIT (EasoddenU $ 1,000,000 X BODILY INJURY (Per Demon) $ — 11001 -Y INJURY (Per accident) $ X PROPERTY DAMAGE (Per aocldetW $ ,X $ $ A X UMEREI.LA LIAe EXCESS LIAR X OCCUR CLAIMS -MADE UMB0010090 01/20/11 01120/12 EACH OCCURRENCE $ 5,000,000 AGGREGATE 5,000,000 DEDUCTIBLE RETENTION $ 10,000 --- X $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILUY ANY CERRN PROPRIETOR/PARTNER/EXECUTIVE EXCLUDED? VEY❑ (Mandatory In NH) D ORIIPI1ON INF OPERATIONS below NIA 001 -WC 11A-63480 01/20/11 01/20/12 x tKC STAT(l. I LOTH. 1 [ , . Ly a EL EACH ACCIDENr $ 1,000,000 E.L DISEASE • EA EMPLOYEE $ 1,000,000 E.L. DISEASE - FOLIO,/ LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Addltlonal Remarks Schedule, if more apace Is required) CANCELLATION MIAMISH MIAMI SHORES VILLAGE BLDG. DEPT. 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AWMORlM0 REPRESENTATIVE ACORD 25 (2009/09) ©19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1121360010160 -37 Owner's Name: BARRY UNIVERSITY Job Address: 11300 2 Avenue Suite: NEW DOORM Miami Shores, FL 33138 -0000 Owner's Phone: Total Square Feet: 807 Total Job Valuation: $ 75,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/27/2011: Yes Comments: FENCE HEIGHT OF 8.5 FEET WAS APPROVED BY PLANNING BOARD AS PART OF MASTER CAMPUS PLAN. NONDESIGN . RECEIVED OCT 2 2011 13Y: 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 Carlson Fence Contractor / CM Submittal No. 000233 Drawing / Detail Reference L0904 Manufacturer / Supplier Carlson Fence Priority: ❑ Critical Cannon Design Submittal No. Specification Seaton/ Paragraph Item / Product ID 2i1.#111i Required Date: October 14, 2011 Remadcs or Deviations Contractor I CM Certification (submittals not certified will be returned without review) CONSTRUCTION MANAGER MOSS & ASSOCIATES, LLC Barry University Residence Hall —Job 20.10023 400233 ❑ Review Reviewed as Noted — resubmit ❑ Not Approved—Resubmit w of this submittal is t f r general confottmnce with contract requirements.. Subcontractor /Vendorisrssllenslble fordmtens ions. quantities.. &coordutatioawith ether trades. Approval does dot relieve Subcontractor/Vendor of his responeibthties to fully complywiththe comas[ documents. $, C. Arndall r7ate: 10/3/11 C. Arndall October 3, 2011 Reviewed by Date To be completed by Reviewer Cannon Design Submittal Number and Recelf red Da Received On: Oct. 11, 2011 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: ❑ c. No Exceptions Taken No further review of submittal is required. Make Correction Noted Incorporate corrections in work; resubmission is not required unless otherwise noted. 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 10.11.11 Reviewed by Date 08/08 IVIC)SS Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No, 000129 PROJECT: Barry University Residence Hall TO: Cannon Design 2170 Whitehaven Road Grand Island NY 14072 ATTN: Peter Mendola DATE: 10/03/2011 RE: Vinyl Chain Link Fence JOB: 2010023 WE ARE SENDING: I Shop Drawings SUBMITTED FOR: n Approval ACTION TAKEN: I I Approved as Submitted Letter [1 Your Use I I Approved as Noted I I Prints As Requested I Returned After Loan I I Change Order I I Review and Comment n Resubmit I I Plans Submit Samples SENT VIA: I-1 Attached I 'Separate Cover Returned Returned for Corrections Specifications 7 Other: 1 Due Date: 11/24/2011 I I Other: Line Item Package Code Rev. Qty Date Description Status 1 Submittal 000233 1 1 10/03/2011 Vinyl Chain Link Fence REMARKS: Sheets Included in Submittal: . Cover page . Fence Specifications page 1 Fence Specifications page 2 120" Fence Section Detail 72" Fence Section Detail CC: EDSA, Inc., Mihaela Zaharescu Cannon Design, Nlkoll Johnson Signed: Reviewed by GC Charlie Amdall SUBMITTAL PACKAGE for 6 ft Vinyl Coated Fence Submitted by: Carlson Fence Company Inc. Carlson Fence Company Inc. 8491 N.W. 64th Street Miami, Fl. 33166 305 -593 -8590 Fax: 305-477-5136 Fence Specifications 6 ft high VINYL COATED FENCE Fence Fabric: 12 ft fence Diamond Size: 2 inch Selvage Top: Knuckle Selvage Bottom: Knuckle Fabric Finish Gauge: 6 gauge Vinyl Coated per astm f668 class 1 extruded Fabric Finish: ASTM 641071a 1.2 oz coating Specified Diameter of Coated Wire 0.148 inches Length of Rolls: 50 ft Fence Framework: All Posts and Rails: sch 40 per ASTM A -120- All to be vinyl coated per astm F668 Fittings: All fittings to be galvanized and per ASTM F626 -96a Fence Ties: All fence ties to be 9 gauge steel- Ties spaced 12 inches on all posts and 24 inches on all horizontal rails. Bottom Tension Wire: 6 gauge galvanized attached 12 inch on center with 9 gauge steel hog rings Line Posts (Fence Height 6 ft) 2 3/8 inch O.D. sch 40 pipe (3.65 lbs /ft) Terminal Posts y" inch sch 40 pipe (5.79 lbs /ft) Top rails: Carlson Fence Company Inc. 8491 N.W. 64th Street Miami, Fl. 33166 305 -593 -8590 Fax: 305-477-5136 1 5/8 inch o.d. sch 40 galvanized (2.27 lbs /ft) Brace Rails: 1 5/8 inch o.d. sch 40 galvanized (2.27 lbs /ft) Tension Bands and Brace Bands: 11 gauge galvanized ( Tension Bands one less than height of fence) Rail Ends: 1 5/8 inch malleable steel Boulevard Clamps: 2 3/8 x 1 5/8 pressed steel Tension Bars: 3/16 x 5/8 inch galvanized steel Braces: 3/8 inch truss rod and tightener Gate Frames: 1 5/8 inch sch 40 pipe galvanized. Fence fabric to match fence. All gates to have holdbacks for open position where they are not in student walkway. Gate Posts: Gate opening Size Gate leaf over 12 ft Post Size 6 5/8 inch sch 40 galvanized (3.65 lbs /ft) Gate leaf under 12 ft 4 inch sch 40 galvanized Concrete Footings: Line posts 10 inches wide by 30 inches deep Terminal posts: 12 inches wide by 30 inches deep Gate Post 4 inch: 16 inches wide by 36 inches deep Gate Post 6 inch: 24 inches wide by 42 inches deep Concrete: 3000 P.S.I. at 28 days 6 ft vinyl coated fence detail CARLSON FENCE COMPANY, INC. 8491 N.W. 64TH STREET MIAMI, FL 33166 (305) 593 -8590 DRAWN BY: 06/16/11 SCALE: REVISED: 06/16/11 FILE: PAGE: qA 7 211 A h A A A A A A h A A A A 72" 2" Y V 'F 'f V Y V Y Y 1r \\ �'o.:.S�2r,.��7�r\ Zitie :�'r`, \`;vtE.'.+,!'�.`•:v+:+'ti: OW',1 \ii:V ;IS 30" 42" 11 1211 k 6 ft single gate detail CARLSON FENCE COMPANY, INC. 8491 N.W. 64TH STREET MIAMI, FL 33166 (305) 593 -8590 DRAWN BY: 06/16/11 SCALE: REVISED: 06/16/11 FILE: PAGE: 1 of 1 CANNONDESIGN S U B M I T T A L I D E N T I F I C A T I O N S H E E T To be completed by Contractor /CM Project 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 Carlson Fence Contractor / CM Submittal No. 000182 Drawing / Detail Reference L0903 Manufacturer / Supplier Carlson Fence Priority: ❑ Critical Cannon Design Submittal No. 323119 -002 Specification Section/ Paragraph 32 31 19 - Decorative Metal Item / Product ID KiNack_Ornarre gn a 13r1 Required Date: October 20, 2011 Remarks or Deviations contractor / CM Certification (submittals not certified will be returned without review) CONSTRUCTION MANAGER Moss & ASSOCIATES, LLC Barry University Residence Hall— Job No. 2010023 Submittal No. 0 0 0182 ® Reviewed ❑ Reviewed as Noted ❑ Reviewed as Noted. — Resubmit ❑ Not Approved— Resubmit Review of this submittal is for general conformance with contract requirements. Subcontractor /Vendor is responsible for dimensions. quantities. & coordination with other trades. Approval does not relieve Subcontractor/Vendor of his responsibilities to fully comply with the concoct documents. By: C. Arind'all Data; 10/19/11 C. Amdall October 19, 2011 Reviewed by Date To be completed by Reviewer Cannon Design Submittal Number and Reenived Date Received On: Oct. 24, 2011 Submittal# 323119 -002 Cannon Design Requirements for Submission to Cannon Design Shop Drawings: Product Data: Samples: X 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 S responsible for quantttles, 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 dtcutteNS and does not Indicate or note deviations. AIE Comments P. Mendola 10.24.11 Reviewed by Date 08/08 Moss & Associates, LLC 2101 N Andrews Avenue 300 Ft Lauderdale FL 33311 TRANSMITTAL No 000161 PROJECT: Barry University Residence Hall TO: EDSA, Inc. 1512 East Broward Blvd. Suite 110 Ft. Lauderdale FL 33301 ATTN: Mihaela Zaharescu DATE: 10/18/2011 RE: Black Ornamental Fence and Gate JOB: 2010023 WE ARE SENDING ,/ Shop Drawings SUBMITTED FOR I Approval ACTION TAKEN: Approved as Submitted Letter Your Use Approved as Noted Prints As Requested Returned After Loan Change Order Review and Comment Resubmit Plans Submit Samples SENT VIA,: Returned Specifications Attached Separate Cover Returned for Corrections Other. 1 Due Date: 11/04/2011 Other Line Item 1 Submittal Code 000182 REMARKS: Sheets Included in Submittal: . S -1 . S -2 CC: Cannon Design, Peter Mendota Cannon Design, Nikoll Johnson Rev. Qty Date Description Status 2 1 10/19/2011 Black Ornamental Fence and Gate Approved as Noted 54, i— Drys &;' s October 21, 2011 M. Zaharescu Remarks: Fence is powder coated. Color: black Signed: Charlie Amdall 0 0 A E 0 0 (1) 0 i i 0 a) 0 0 T N > c 0 iv 0 0_ la. 4) E 0 c 0+ c 0 0 "MAX C/C C/C (TYP) 6' -0" C/C (MAX) GRACE 1"x2"4" " TOP TUBE (6061 ALUMINUM) O V <TYP. 1 "x2 "xY" CHANNEL (6061 ALUMINUM) 1" SQ.x0.062" TUBE PICKETS (TYP. U.O.N.) (6063 ALUMINUM) 4 "x4 "xY8" ALUMINUM TUBE. (6061 ALUMINUM) HORIZONTAL CHANNEL 1 "x2 "xYg" (6061 ALUMINUM) 0 0 M 711'-'014 FENCE ELEVATION SCALE: N.T.S. NI CONCRETE FOOTING, 3,000 PSI CONCRETE MINIMUM. L 3 "x1Y2 "xY "x1' -5" LONG, WELDED TO SIDE FACE OF NEW GATE FRAME PICKET Ya "0x3/" LONG PIN WELDED TO CANE BAR 2. 3. 4. 5. 6. 7. 8. 9. FIELD VERIFY ALL DIMENSIONS THE DESIGN IS BASED ON 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENT. THE GATE AND FENCE HAS BEEN DESIGNED FOR 146 MPH WIND, EXPOSURE C., IMPORTANCE FACTOR I = 0.77 ALL MEMBERS SHALL BE ALUMINUM (U.O.N.) AND HAVE A MINIMUM COMPRESSIVE YIELD STRENGTH (Fcy) OF 20 ksi. THE HINGE SHALL BE DESIGNED FOR A MINIMUM HORIZONTAL SHEAR LOAD OF 3,500 LBS AND SHALL HAVE STAINLESS STEEL COMPONENTS AND ELECTRICALLY SEPARATED FROM ALUMINUM GATE FRAME. ALL FENCE FRAMING SHALL BE WELDED IN ACCORDANCE WITH ALUMINUM ASSOCIATION STANDARDS, PROVIDE BLACK, POWDER COATED FINISH. FOOTING CONCRETE SHALL BE A MIX. DESIGNED TO ACHIEVE 3,000 PSI AT 28 DAYS. FOUNDATIONS FOR THE STRUCTURE HAVE BEEN DESIGNED CONSIDERING ALLOWABLE SOIL LATERAL BEARING CAPACITY OF 180 PSF /FT. BASED ON GEOTECHNICAL ENGINEER'S REPORT. PREPARED BY: DUNKELBERGER ENGINEERING AND TESTING, INC. PREPARED FOR: MOSS AND ASSOCIATES. TITLED: FTL- 11-0704 DATED: FEBRUARY 21, 2011 FBC 2007 SECTION 1819.6.1 STATES "ISOLATED POLES FOR USES SUCH AS FLAGPOLES OR SIGNS AND POLES USED TO SUPPORT BUILDINGS WHICH ARE NOT ADVERSELY AFFECTED BY A 0.5" (12.7mm) MOTION AT THE GROUND SURFACE BECAUSE OF SHORT -TERM LATERAL LOADS MAY BE DESIGNED USING LATERAL BEARING VALVES EQUAL TO TWO TIMES THE TABULAR VALUES." OCT 2 Cu) - ‘`.751/4.k Miami Shores Village 3"x2"xr GATE FRAME L 2Y" L ) "0 CANE BAR DETAIL 1 "x1 "x0.062" PICKET 3 "x1) "x2 "xJy;" ANGLE WELDED TO PICKET WITH HOLE TO RECEIVE PADLOCK Y4 "0x3/4" LONG PIN WELDED TO CANE BAR A.PPRO1 /70 i 7OE`"iN , DEPT DY DATE r:; n ; ;f-: ! :'!_IANCE WITH ALL FEDERAL Amn Rr {J I Al IONS 4 "x1) "xY8" ALUMINUM PLATE WELDED TO TOP OF CANE BAR WITH 1"0/4" OPENING TO RECEIVE ANGLE ABOVE. L 2) "x 1) "xY8 "x2) " LONG, WELDED TO OTHER ALUMINUM ANGLE L 3 "x1Jz "x)) "x1' -5" LONG, WELDED TO SIDE FACE OF NEW GATE FRAME L 2h"x1Yz "4 "x2Yz" LONG, WELDED TO OTHER ALUMINUM ANGLE a "I.D.xY" THICK MIN.x1Y2" LONG PIPE SLEEVE. SET IN CONCRETE. (h"0 CANE BAR MUST FIT LOOSELY INTO SLEEVE). DETAIL SCALE: N.T.S. T F E S INK ON REC ' SAY SH W CONCRETE. EACTIVE UT M POST EXISTING CORE DRILL OPENING IN CONCRETE FOR STEEL PIPE SLEEVE WITH 1" SPACE MINIMUN FOR GROUT. TITLE: STRUCTURAL NOTES AND PARTIAL ELEVATION DRAWN BY: LS CHHMD. BY: SS SCALE: AS NOTED DATE: 10/17/11 SHEET NUY®ER: 8-1