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WS-07-377Miami Shores Village Building Department 10050 N.E.2nd Avenue Mi Tel: �'� La BUILDING FEB 2 7 2007 PERMIT APPLICATION BY: FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) O o 6 Owner's Address Florida 33138 56.8972 061►alo -,� Permit NoV4 )- — T) -Master Permit No. Plumbing Mechanical Roofing Phone # City Tenant/Lessee Name State Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Ls Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name State Certificate or Registration No. NO Phone # - 6 D-5% 6 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition ,Alteration Describe Work: ,A4.0 /I-- Square / Linear Footage Of Work: New ❑ Repair/Replace ❑ Demolition f% ;5 * * ** ter * *** * * * * *** ** * * ** *, *, *, **** ** ***peespx***, ********* * * * * *** * * * * * * ****** ** *** * ** * ** Submittal Fee $ Permit Fee $ /3. &- - CCF -QJ CO /CC Notary $ Training/Education Fee $ •- Technology Fee $ - Scanning $ d Z Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 2 Ob See Reverse side --� 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 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. Aiii dO '' r or A.: The foregoing instrument was acknowledged before me day of , 200:4 who is personally known to me or who has produced NOTAR As identification and who did take an oath. LIC: Sign: Print My $ ommission Expires: Mabel Varrg Commission #DD2319 210 BondedThru tic Signature Contractor The foregoiing instrument was acknowledged before me this day of 1-Q V , 2001, by who is personally known to me or who has produced entification and who did take ,on oath. NOTARY UB IC: !/ Sign: Print: My Co ,1 4',.'4,„ „' iVia /edl argas • • °� ^ Commission #DD2319 Expires: Jul 13, 200 rhru Banding Co._ Inc ission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Project Address 9840 NE 2 Avenue Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information CASA TOSCANA Permit Permit NO. WS -2 -07 -377 Permit Type: Windows /Shutters Work Classification: Window/Door Permit Status: APPROVED Issue Date: 3/1312007 Expiration: 09/09/2007 Parcel Number 1132060170330 Block: Lot: Address 9840 NE 2 Avenue MIAMI SHORES FL 33138- Applicant CASA TOSCANA Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Cell Phone Phone Valuation: Total Sq Feet: Type of Work: STORE FRONT No of Openings: 1 Additional Info: Classification: Commercial Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $180.00 $12.00 $4.50 $206.30 Total Amt Paid I Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 ckAlo-65 Cell $ 6,000.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Final Shutters Shutter Attachment 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 March 13, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent 'bOl 1 0l Tuesday, March 13, 2007 Date 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 9840 NE 2 Avenue Miami Shores Village, FL Owner Information CASA TOSCANA Address.,,. Permit Permit NO. WS -2 -07 -377 Permit Type: Windows /Shutters Work Classification: Window /Door Permit Status: APPROVED Issue Date: 3113/2007 Expiration: 09/09/2007 Parcel Number 1132060170330 Block: Lot: 9840 NE 2 Avenue MIAMI SHORES FL 33138- Contractor(s) DILBERT ENTERPRISES, INC Phone 786/256 -6434 Cell Phone Applicant CASA TOSCANA Phone Cell Valuation: Total Sq Feet: Type of Work: STORE FRONT No of Openings: 1 Additional Info: Classification: Commercial Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $5.00 $180.00 $12.00 $4.50 $206.30 Total Amt Paid Amt Due $ 0.00 Payment Type: $ 0.00 $ 0.00 EklAR .r PAM 41035 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. Copy $ 6,000.00 0 Available Inspections: Inspection Type: Window Door Attachment Final Final Shutters Shutter Attachment AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Tuesday, March 13, 2007 2 MIAMI-DADE FEB 2 7 20071 BY ---- - - - - -- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO Delta Doors Manufacturing, Corp. 7500 N.W. 69 AVE Miami, FL 33166 SCOPE: • • • •• •• •• • • • • • • • • • • • • • ••• A• 1. IP t* DE CBUNii FLORIDA : • . • iv1E100- DADE'F1 A4LBR BUILDING • • liiiiiVESIMILACLER STIWE7, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • • • • • • • •• • • ••• • • • • • •• •• •• • • • • • • • • • • • • • ••• • • • • • ••• •• • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated Division (In Miami Dade County) and/or the AHJ (in areas o have this product or material tested for quality assurance purpo the accepted manner, the ufacturer will incur the expense revoke, modify, or suspen the use of uc. . t or material w to revoke this acceptance : f it is dete material fails to meet the • uirements ow. The Miami -Dade County Product Control er than s. If this prod f such testing their jurisd Product Con This product is approv i eluding the High Vel SCRIPTION: Se AP ' OVAL DOCU Sys.' heets 1 throug Huma sun Farooq, P Accept . ce number MISS 1 r IMPACT LABEL following RENEWA change in the TERMINATI materials, use, product, for sales, with any section of G: Each u tement: " f this • plicab N of as described ity Hurrican DHS- 500 NT: Drawin of 7, prepared , bearing the Mia approval date by TING: Large a t shall bear a perman • ed by Mi the applica • -Dade Conn building c erein, and has b ne. minum Flush o. W02 -27, ti AL- Farooq -Dade Cou e Miami -D d Small t la n designed comply wi eserve the right to to perform in immediately es the right s product or t or material fa d the AHJma tion. BORA res of Division that lazed Storef nt System e Florid uilding Code, " Series "D S -500 Alu ush Glaze Storefront rporation, dat 03/29/P igned and sealed b Product Contr Approval stamp with e County Product Control Division. ssile Impact r� ith the manufacturer's name iami -Dade County Pr • Control Approved ", unless A shall be considered after a renewal application h building code negatively affecting the perform NOA will occur after the expiration date anufacture of the product or process. Mi sing or any other purposes shall aut NOA shall be cause for terminatio tice of ogo, city, state and rwise noted herein. n filed and there has been no of this product. f there has been a revision or change in the e of this NOA as an endorsement of any atically terminate this NOA. Failure to comply nd removal of NOA. ADVERTISEMENT: The NOA number preceded b ` e words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising '''erature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA l be provided to the user by the manufacturer or its distributors and shall be available for inspection at the ' site at the request of the Building Official. This NOA consists of this page 1 and e , ence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was, viewed by Theodore Berman, P.E. e 011°1 NOA No 04- 0331.02 Expiration Date: May 20, 2009 V Approval Date: May 20, 2004 Page 1 Delta Door Manufacture Corp. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCESUBMFF li:D • • •• • • • •• ••• •• A. DRAWINGS • • • • 1. Manufacturers die drawings and sections. • . • • • • • ••• • • 2. Drawing No. W02 -27, tided "Series "DHS -500" Alum Flush Glaze Storefront Sys.", sheets 1 through 7 of 7, prepared by AL- Farooq Corporation, dated 03/29/02, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4115, dated 03/03/04, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistant Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4042, dated 01/26/04, signed and sealed by Edmundo J. Largaespada, P.E. • C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by AL- Farooq Corporation , dated 05/16/02, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB ", dated 02/15 /Olexpiring on 12/12/05. 2. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass, Inc." for " Stormglass Laminated Glass" approved on 12/11/03 and expiring on 12/11/08. E -1 „eoeaf/u. Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0331.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 • •• • • • • • • ••. • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• Delta Door Manufacture Corp. • • • • • • • "' • • • • • • • •• • • • • • • • • •• •• • • • • NOTICE OF ACCEPTANCE: EVIDEfi11L iSUBA+I1TTED • •• • • • •• ••• •• F. STATEMENTS • • • • • • • • 1. Statement letter of no financial interest, dated 03612/C 9igntd atict s0Sl�d ly Humayoun Farooq, P.E. 2. Statement letter of Code Compliance issued by Bromley- Cook, on 03/12/04 signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-0331.02 Expiration Date: May 20, 2009 Approval Date: May 20, 2004 4 D.L. OPG. SEE SHEET 2 D.L OPG. SEE SHEET 2 O.L. OPG. SEE SHEET 2 PI gi N N O 6 _. ` I 1 ., i , , i i , 1 1i 1 O __J / O /, O —. //. // r---r- 1 1 1 1 i 1 i • I 1 I ,T 1 I ,", I 4° MAX. TYP. HEAD /SILL CORNERS ANCHORS TYPE A, 4 OR C , 2, 3 OR 4 AT JAMB SEE SHEET 4 17" MAX. AT HEAD /SILL DHS -500 ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM STOREFRONT SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. A 33% INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS. MAX. MULLION SPACING SEE SHEET 3 TYPICAL ELEVATION$ ANCHORS TYPE A, B OR C - -2, 3 OR 4 AT EACH SIDE OF MULL SEE SHEET 4 INSTRUCTIONS' USE CHARTS AS FOLLOWS. STEP 1. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, B.DC, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHART ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 3 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHART ON SHEET 4 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 0 D.L. OPG. SEE SHEET 2 P1 I 1 I M O N F N -r O Q I:.: __J 1 , HEAD /SILL CORNERS I ANCHORS TYPE A, B OR C 2, 3 OR 4 AT JAMB-- - SEE SHEET 4 • 4° MAX. TYP. Engr. CR. R! PAM FLA PE J 18557 CAN. .534 MAR 2 3 2004 77° MAX. AT HEAD /SILL • • • • •• • • •••• • • •••• • • •• •• IT •••• • •••• •• • • • • •• • •• • • • •i ••• • 0 N •• tl • drawing no. W02 -27 (sheet 1 of 7 • • •• • •• • • • • •• •• • • • • • ••• • drawing 110. W02 -27, GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' & 'B' D.LO. WIDTH D.LO. HEIGHT EXT. ( +) & INT.( -) 28" 130.0 32" 130.0 38° 130.0 40' 96" 130.0 44° 60" 130.0 48" 130.0 52' 130.0 58° 130.0 80° 130.0 28° 102" 130.0 32° 130.0 36' 130.0 40' 130.0 44" 66° 130.0 48° 130.0 52° 108" 130.0 58° 130.0 80° 123.9 28° 130.0 32" 130.0 38" 114" 130.0 40" 130.0 44" 72" 130.0 48' 130.0 52" 120" 130.0 56" 122.8 60" 114.6 28" 130.0 32" 130.0 36° 130,0 40" 130.0 44" 78° 130.0 48" 130.0 52° 122.8 56" 113.8 80" 106.3 28" 130.0 32° 130.0 36' 130.0 40" 130.0 44" 84° 130.0 48" 125.4 52° 114.3 58" 105.7 60" 98.8 28' 130.0 32" 130.0 36" 130.0 40" 130.0 44° 90° 130.0 48" 117.7 52" 106.8 56° 98.5 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' & 'B' D.LO. WIDTH 10.40. HEIGHT EXT. ( +) & INT.( -) 28° 130.0 32° 130.0 36" 130.0 40" 96" 130.0 44" 126.3 48" 111.0 52" 100.2 29° 130.0 32" 130.0 36" 102" 130.0 40" 130.0 44° 120.7 48" 105.4 28" 130.0 32" 130.0 36" 108" 130.0 40" 130.0 44" 116.1 28" 130.0 32° 130.0 36° 114" 130.0 40' 130.0 44° 112.3 28° 130.0 32° 120" 130.0 36° 130.0 40° 130.0 J D.LO. YADTH D.LO. WIDTH H a P- S J 1/4' HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS .090° I678818YER SENTRYGLAS PLUS BY 'DUPONT' .075" COMPOSITE INTERLAYER STORMOLASS 87 'OLDCASTLE' 1/4" HEAT STREN'D GLASS 1/4° HEAT STREN'D GLASS GLASS TYPE '8' V4I1I • GLASS 't11i't,f• • • •••• GLAZING OPTIONS Env: DR. HUMAYOLIN FAP000 STRUGTUR6'S RA PE � 16057 C.ti.N. 938. MAR 2 3 2004 • • •• •• • • • • • • • • • • •• • ••• • ••• •• • • • • • •• • • • • s•• • • ••I • ••• ••• 0 CV • 0 2 m • • • • • • •• • • • •• • •• is t 1 •T • •• • (sheet p 0f(9heet 7 -J • • ••• • •••• • MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. 13/0 STEEL 0E1NF. WITH STEEL REINF. NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REIN ?. w10TH (W) FRAME HEIGHT EM.( +) & OJT.( -) EXT.( +) & INT.( -) WIDTH (W) FRAME FRIGHT EXT.( +) & INT.(-) EXT.( +) & IM.( -) 32' 36' 40' 44' 48' 52" 56' 60" 72" 130.0 130.0 32° 102 95.0 130.0 130.0 130.0 36" 80.4 130.0 130.0 130.0 40" 73.2 130.0 130.0 130.0 44" 67.5 130.0 130.0 130.0 48" 62.8 130.0 130.0 130.0 52' 58.9 130.0 130.0 130.0 58" 55.7 130.0 130.0 130.0 32" 108' 79.7 130.0 32' 36" 40" 44' 4 8" 52° 56' 60' 78' 130.0 130.0 38" 40' 44" 48" 52" 67.3 130.0 130.0 130.0 81.3 130.0 130.0 130.0 56.4 130.0 130.0 130.0 52.4 130.0 130.0 130.0 49.0 130.0 130.0 130.0 32' 38' 40' 44" 48" 114° 67.8 130.0 130.0 130.0 57.0 130.0 130.0 130.0 51.8 130.0 32' 36' 40' 44' 45" 52' 56" 130.0 130.0 47.8 130.0 130.0 130.0 44.1 128.5 13033 130A 32° 38° 40' 44° , 48° 57.8 130.0 125.5 130.0 48.7 130.0 117.7 130.0 120' 44.2 130.0 111.4 130.0 40.6 324.7 108.3 130.0 37.6 115.3 60" 1022 130.0 32' 36" 40' 44" 48' 52" 58" 60" 90" 130.0 130.0 118.7 • 130.0 108.6 130.0 100.5 130.0 93.9 130.0 88.6 130.0 84.2 130.0 80.7 130.0 32' 36' 40' 44" 48' 52" 58' 60" 98' 114.4 130.0 97.1 130.0 88.8 130.0 81.8 130.0 78.2 130.0 71.7 130.0 68.0 130.0 84.9 130.0 81 W2 WIDTH (W) - W1 + W2 2 W/0 STEEL REINF. WITH STEEL REINF. MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS MULLION 1.0AD CAPACITY - PSF MULLIONS 931711 INTERMEDIATE HORIZONTALS NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REINF. NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REINF. WIDTH (W) FRAME HEM EXT.( +) & 04L( -) EXT.( +) & INT.(-) WIDTH (w) f6AME HEIGHT EXT.(4) & INr.( -) MO-) & 32" 36" 40" 44" 48' 52' 56" 60' 72 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32' 36' 40' 44' 48" 52" 58' 102 91.9 130.0 76.8 130.0 89.0 130.0 82.7 130.0 57.5 130.0 53.0 130.0 49.3 129.7 129.3 130.0 32' 36" 40" 44" 48' 52° 56' 60' 78" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.o 128.5 130.0 32" 36' 40' 44' 48' 52' 108' 77.5 130.0 64.5 130.0 58.1 130.0 52.8 130.0 48.4 130.0 44.7 124.8 118.6 130.0 110.1 130.0 102.8 130.0 32' 36° 40" 48" 52' 58" 60" 84 130.0 130.0 130.0 130.0 32" 38' 40' 44' 48' 114' 85.9 130.0 54.9 130.0 49.4 130.0 44.9 130.0 41.2 121.1 123.5 130.0 112.2 130.0 102.9 130.0 95.0 130.0 88.2 130.0 32" 38' 40' 44' 48" 120' 56.5 130.0 47.1 130.0 42.3 130.0 38.3 119.2 35.3 109.3 82.3 130.0 32' 35" 40" 44' 48' 52' 56' 60' 90" 130.0 130.0 111.5 130.0 100.4 130.0 91.3 130.0 83.6 130.0 77.2 130.0 71.7 130.0 66.9 130.0 32' 36" 40' 44' 48' 52" 56" 60" 98" 110.3 130.0 919 130.0 82.7 130.0 73.2 130.0 68.9 130.0 83.8 130.0 59.1 130.0 55.1 130.0 INTERMEDIATE HORIZONTALS ,� .,, E ,% I_ 81 W2 WIDTH (W) - W1 + W2 2 W/0 STEEL REINF. WITH STEEL REINF. MULLION LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS MULLION 1.0AD CAPACITY - PSF MULLIONS 931711 INTERMEDIATE HORIZONTALS NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REINF. NOMINAL DIMS. W/0 STEEL REINF. WITH STEEL REINF. WIDTH (W) FRAME HEM EXT.( +) & 04L( -) EXT.( +) & INT.(-) WIDTH (w) f6AME HEIGHT EXT.(4) & INr.( -) MO-) & 32" 36" 40" 44" 48' 52' 56" 60' 72 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32' 36' 40' 44' 48" 52" 58' 102 91.9 130.0 76.8 130.0 89.0 130.0 82.7 130.0 57.5 130.0 53.0 130.0 49.3 129.7 129.3 130.0 32' 36" 40" 44" 48' 52° 56' 60' 78" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.o 128.5 130.0 32" 36' 40' 44' 48' 52' 108' 77.5 130.0 64.5 130.0 58.1 130.0 52.8 130.0 48.4 130.0 44.7 124.8 118.6 130.0 110.1 130.0 102.8 130.0 32' 36° 40" 48" 52' 58" 60" 84 130.0 130.0 130.0 130.0 32" 38' 40' 44' 48' 114' 85.9 130.0 54.9 130.0 49.4 130.0 44.9 130.0 41.2 121.1 123.5 130.0 112.2 130.0 102.9 130.0 95.0 130.0 88.2 130.0 32" 38' 40' 44' 48" 120' 56.5 130.0 47.1 130.0 42.3 130.0 38.3 119.2 35.3 109.3 82.3 130.0 32' 35" 40" 44' 48' 52' 56' 60' 90" 130.0 130.0 111.5 130.0 100.4 130.0 91.3 130.0 83.6 130.0 77.2 130.0 71.7 130.0 66.9 130.0 32' 36" 40' 44' 48' 52" 56" 60" 98" 110.3 130.0 919 130.0 82.7 130.0 73.2 130.0 68.9 130.0 83.8 130.0 59.1 130.0 55.1 130.0 INTERMEDIATE HORIZONTALS W1 W2 WIDTH (W) - W 1 + w2 2 38/0 STEEL REINF. ENE 5TEEI. REINF. • •••1 • • • • •• • Err4n ot. UM4. 1FAR000 STRUCTURES • • FLA. FE B 18357 • • • CA + •• • • •• • • • • • APProacddoomB 8wit tir tetv / ' • • • y••�P�dst •• 0 A • f ••• •• • • • • • 1 ..• • • MAR 2 3 2004 • • • • • ••• • • S • •••• • drawing no. W02 -27 {sheet 3 of 7 ) • -‘1 FRAME HEIGHT ,% 338 W1 W2 WIDTH (W) - W 1 + w2 2 38/0 STEEL REINF. ENE 5TEEI. REINF. • •••1 • • • • •• • Err4n ot. UM4. 1FAR000 STRUCTURES • • FLA. FE B 18357 • • • CA + •• • • •• • • • • • APProacddoomB 8wit tir tetv / ' • • • y••�P�dst •• 0 A • f ••• •• • • • • • 1 ..• • • MAR 2 3 2004 • • • • • ••• • • S • •••• • drawing no. W02 -27 {sheet 3 of 7 ) • ANCHOR LOAD CAPACITY - PSF EXT.( +) & IM.( -) NOMINAL 01/AS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIOHT A2 A3 A4 B2 C2 32' 36' 40° 44° 48' 52" 56" 60' 72" 121.9 130.0 130.0 130.0 130.0 108.3 130.0 130.0 130.0 130.0 97.5 130.0 130.0 130.0 130.0 88.6 124.1 130.0 130.0 130.0 81.3 113.8 130.0 130.0 130.0 75.0 105.0 130.0 130,0 130.0 88.6 97.8 125.4 130.0 130.0 65.0 91.0 117.D 130.0 130.0 32' 38" 40" 48' 52° 56' 80° 78" 112.5 130.0 130.0 130.0 130.0 100.0 130.0 130.0 130.0 130.0 90,0 126.0 130.0 130.0 130.0 81.8 114.5 130.0 130.0 130.0 75.0 105.0 130.0 130.0 130.0 89.2 98.9 124.8 130.0 130.0 64.3 90.0 115.7 130.0 130.0 60.0 84.0 108.0 123.1 123.1 32' 36" 40" 48" 52' 58" 60" 84° 104.5 130.0 130.0 130.0 130.0 92.9 130.0 130.0 130.0 130.0 83.8 117.0 130.0 130.0 130.0 76.0 106.4 130.0 130.0 130.0 69.6 97.5 125.4 130.0 130,0 84.3 90.0 115.7 130.0 130.0 59.7 83.6 107.4 122.4 122.4 55.7 78.0 100.3 114.3 114.3 32' 38° 40' 48° 52' 58" 60' 90° 97.5 130.0 130.0 130.0 130.0 86.7 121.3 130.0 130.0 130.0 78.0 109.2 130.0 130.0 130.0 70.9 99.3 127.6 130.0 130.0 85.0 91.0 117.0 130.0 130.0 80.0 84.0 108.0 123.1 123.1 55.7 76.0 100.3 114.3 114.3 52.0 72.8 93.8 108.7 108.7 32" 36' 40" 48° 52" 56" 60" 96" 91.4 128.0 130.0 130.0 130.0 81.3 113.8 130.0 130.0 130.0 73.1 102.4 130.0 130.0 130.0 68.5 93.1 119.7 130.0 130.0 60.9 85.3 109.7 125.0 125.0 56.3 78.8 101.3 115.4 115.4 52.2 73.1 94.0 107.1 107.1 48.8 88.3 87.8 100.0 100.0 32° 36° 40" 44' 48" 80° 86.0 120.4 130.0 130.0 130.0 78.5 107.1 130.0 130.0 130.0 68.8 98.4 123.9 130.0 130.0 82.8 87.6 112.8 128.3 128.3 102' 57.4 80.3 52.9 74.1 49.2 88.8 103.2 95.3( 88.5 117.8 108.6 100.8 117.6 108.6^ " 700.8 45.9 64.2 82.8 94.1 94.1 ANCHOR LOAD CAPACITY - PSF E%T. +) & INT.( -) NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' WIDTH (W) FRAME HE A2 1 A3 A4 H2 C2 32" 36° 40" 44" 48° 52' 58' 60" 108" 81.3 113.8 130.0 130.0 130.0 72.2 101.1 130.0 130.0 130.0 85.0 91.0 117.0 130.0 130.0 59.1 82.7 108.4 121.2 121.2 54.2 75.8 97.5 111.1 111.1 50.0 70.0 90.0 102.8 102.6 48.4 85.0 83.6 95.2 95.2 43.3 80.7 78.0 88.9 88.9 32° 36" 40" 44" 45' 52° 55 60° 114' 77.0 107.8 130.0 130.0 130.0 68.4 95.8 123.2 130.0 130.0 61.6 86.2 110.8 126.3 126.3 56.0 78.4 100.8 114.8 114.8 51.3 71.8 92.4 105.3 105.3 47.4 88.3 85.3 97.2 97.2 44.0 61.8 79.2 90.2 90.2 41.1 57.5 73.9 84.2 84.2 32` 36" 4o° 44° 48" 52" 56' 80' 73.1 102.4 130.0 130.0 130.0 85.0 91.0 117.0 130.0 130.0 58.5 81.8 105.3 120.0 120.0 53.2 74.5 95.7 109.1 109.1 120' 48.8 68.3 87.8 100.0 100.0 45.0 63.0 81.0 92.3 92.3 41.8 58.5 75.2 85.7 85.7 39.0 64.6 70.2 80.0 80.0 ANCHORS TYPE SEE SHEET 5 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT k•ACH SIDE OF MUWON OR JAMB B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON OR JAMB C2 m (2) ANCHORS TYPE 'C' AT EACH SIDE OF MUWON OR JAMB A3 (3) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MULLION OR JAMB ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. JL 4' OD• •MI I II 3 II ICI I 3' (IIF � 3° 3" B2. B2. CR 42 3° ___• •___ A4 INTERMEDIATE HORIZONTAL W2 WIDTH (W) W7 2 WZ (MUWON) INTERMEDIATE HORIZONTAL W1 W1011 (W) - W1 (JAMB) HUmAY UL� N FA0000 3• srRU: fu:eEO FLA. PEA 18557. CAN. 3538 MAR 2 3 2004 • • • • • •• • • z zo Q ai Oy ft 4 C.) m to o •••• • • •••• •• • • • • •• • •••• •• • "Roved 8e eits91008•11t180 • • Flo • • • • • • • • • • •• • A 0 • • • • • • 3. • • •, • • • •1( • •• ••• • • • • at • ••• • • • ••• • •••• • ••• • • ••• • • • •••• • drawing no.' W02 -27 (sheet 4 of 7 • TYPICAL ANCHORS SEEo ELEV. FOR SPACING °4 " ", 4 1BY OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUC1I RE 1/8" MIN. THICKNESS 4 " a WOOD STRUC TYPICAL ANCHORS SEE ELEV. FOR SPACING n 44 2BY WOOD BUCKS 4" WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" TAPCON$ INTO WOOD STRUCTURES 1 -1/2° MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" TAPCON$ DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— #14 SMS OR 1/4" SELF DRILLING SCREW$ INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. Vitt? STEEL : Fy = 36 KSI MIN. • • • • • ALUMINUM : 6063 —T5 MIN. • • • "� (STEEL IN CONTACT WITH ALUMINUM TO BE QL,TED•OR PAINtt), • • TYPICAL DISTAN • INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. •••• MT :47A HUMAYOUN AR000 STRUCTUR58 FLA PE 4 18857 C.A.N. 3538 o e TYPICAL ANCHORS SEE ELEV. FOR SPACING pyprored ro m� wkh the Flo �, ;.. � L ". 1 OAR i::Te '�1! Mlaml Sa'toduNCaeW1 D1 /t e MAR 2 3 2004 • • •••• • •• • • • • ••• • • • •• •• • • • • • • ••• • • • ••• • • • •• • ••• • FAX. (305) 884 -3111 J ceC IX it. p O W co 8 O r,"; n l p M� F z` g • • • • ••• • • • • F 0 drawing no. W02-27 (sheet 5 of 7 • • • • • 1/4° MAX. SHIM 1/4 -20 X 2° MS W/ WASHER & NUT AT 27' 0.0. MAX. 1/4' MAX. 1BY OR 2SY WOOD BUCKS \/ . ^ 0 e v o � 1111111L.S.EE 3YPIC AL ANCHORS ELEV. FOR SPACING D.L OPG. D.L OPG. EXTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/8' MIN. THICKNESS STEEL REINFORCING OPTIONAL SEE CHART ON SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: SR. HUMAYOUN FAR000 STRUCTURES :1_& PE 8 18557 CAN, 3535 MAR 2 3 2004 •• • • • ••• • • • •• • •• • • • • •••• • • •••• • • •• •• • • • • • •• • • • •• • • • ••• •• • •• • • • ••• Growing no. W02 -27 • • (sheet Sof 7 ) ••• • • • ••• • • •••• • ••• • • ••• • • • 6•••• • • • 4.852 OLD-104 OLD -100 DLD -102 01.0 -101 OLD-106 3.507 3.946 - FRAME HEAD /SILL 4.952 AS 6E00. AS RE00. AS READ. AS REOD. AS READ. AS REGD. AS RE0D. AS REDD. AS READ. #12 x 1 -1/4' 4/ CORNER DESCRIPTION FRAME HEAD /SILL MANF. /SUPPLIER /REMARKS FRAME HORIZONTAL FRAME JAMB /MUWON GIA21N0 STOP POCKET FILLER 6063 -75 6063 -76 6063 -76 6063 -75 6063 -76 SNAP IN COVER. 2 -1/2' LONG OLA2180 GASKET NEOPRENE GLAZING COMPOUND GLAZING TAPE SILICONE SETTING BLOCK AT 1/4' POINTS NEOPRENE ASSEMBLY SCREWS PHSMS J STEEL MUWON REINFORCING CHANNEL ( STEEL 1/6° x 3/4' x 2' LONG —.094 -1.750 1.000 FRAME JAMB /MULLION 1.750 2.964 1.063 1.063 I� 1946 - FRAME HORIZONTAL -°i t.000 L_ POCKET FILLER r+ --.349 4.625 3.500 1 3.144 •••• •• • • • • •••• • STEEL REINFORCING 38 KS1 MIN, SNAP IN COVER 8,96 06. HUW1•rOUN OQ STRUCTURES FL A. PEA 16557 c.A 3� .875 GLAZING STOP MAR 2 3 2004 drawing no. W02 -27 (sheet 7 of 7 ApR 0 4 200 MIA ODADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • •• • • ••• • • • ••••• • • • • ••• • • • • • • •••••• • • • • • • • •• •• • • • • • • • • • • • • ••• • • • • • NOTICE OF ACCEPTANCE (NOA) • • Gopi Glass Sales & Services Corp. 7450 NW 41d Street Miami, FL 33166 ••• • • • • .• NIIA 1. DARE COUNTY, FLORIDA • •MAP -DADE FLAMER BUILDING • • :140 NyFfT7LAGLER STREET, SUITE 1603 • • • • MIAMI, FLORIDA 331304563 05) 75- 1 (313-a 29 • • •• • ••• • • •• • • • • • SCOPE: G0 This NOA is being issued under the applicable rules and regulations i governing tlse ` 5 o tru l ' - tetr The documentation submitted has been reviewed by Miami -Dade County Product Con io Division an' accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve . the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or Material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 4000 Aluminum Flush Glazed Storefront System APPROVAL DOCUMENT: Drawing No. 97 -02, titled "Series -4000 Store -Front System ", sheets 1 through 4 of 4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0726.10 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03. 0801.01 Expiration Date: December 4, 2008 Approval Date: September 25, 2003 Page 1 Goal Glass Sales & Services Corp. • • • • • • ..... • • • • • • • • • • • ... • • • • • • • • • ... • • • • • • • . . . • • • •• • ... .. • NOTICE OF ACCEPTANG ; • • ;EVIkkAtiP SI TTED .... • •• ••• •• A. DRAWINGS • • 1. Manufacturer's die drawings and rctiols oe o 2. Drawing No. 97-02, titled "Series -4000 Store -Front System ", sheets 1 through 4 of 4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS Submitted under NOA# 97- 0205.02 1. Test reports on:1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of 1 -3/4" x 4" and 1 -3/4" x 4-1/2" aluminum flush glazed storefront systems, 10' 0" high x 3'11" mullion spacing, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -1065, dated 08 /02/96,revised on 12/31/96, signed and sealed by Hector M Medina, P.E. C. CALCULATIONS Submitted under NOA# 00- 0726.10 1. Anchor Calculations and Structural Analysis, prepared by Al Farooq Corporation. dated 01/30/97, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. 01 HER 1. Notice of Acceptance No. 00- 0726.10 issued to Gopi Glass Sales & Services Corp, for their Series "4000" Aluminum Flush Glazed Storefront System, approved on 9/21/00 and expiring on 12/4/03. E -1 anue v rez, P.E. Product Control Examiner NOA No 03- 0801.01 Expiration Date: December 4, 2008 Approval Date: September 25, 2003 1.750 L .078 TYP. r 4.000 3.500 2.438 • • .626 .096 GPI-500Z 8063 -T5 .090 .875 4.000 1.452 GPI -5003 6003 -15 GPI -5004 8083 -T5 UNIT WIDTH • MUWON SPAN ILL OPENING N 1 3 PART / DESCRIPTION • • • • • •••• 1 HULL SPACING GPI -5008 6063 -15 .465 375 C-) 331 .253 GLAZ NG GASKET SCALE -2.1 NEOPRENE .070 TYP. GPI -500'Q 8003 -T5 3.750 1.[J 125 TYP 625 STEFL CHANNEL REINFORCEMENT GENERAL. NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SCUM FLORIDA BUILDING CODE 1894 EDIDON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE. 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. WNIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. AU. EKTRUSIONS SHALT. BE ALLOY AND TEMPER AS SHOWN ON DETAILS. 4. 5120. SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALT. BE PLATED OR PAINTED. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EIIBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. MULLIONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN IN CHARTS. 7. DESIGN CRITERIA FOR MUWONS: MAX DEFLECTION § L/180. 8. ANY ANCHOR OR MUWON CONDIOON 1401 SHOWN IN THESE DETAILS IS TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. •••• • ITEM 1 PART / DESCRIPTION • • • • • •••• GPI -5002 DPEN BACK HEAD /JAMB/T41LL • • • • • 2 GPI -5003 SILL •••• 3 GPI -5004 GLASS STOP • • 4 GPI -5008 POCKET FILLER 5 GPI -5009 FLAT FILLER - n • • • f 6 NEOPRENE GLAZING GASKET • • • • •••• 7 SETTING BLOCK • • • 8 PANEL ASSY SCREW 0 10 X 5145 • • • 9 REINFORCING 5/8 X 3 -3/4' X 5/8 STEEL • •CHANNEL 1/6' THICK 10 GLAZING 1/4' TEMPERED GLASS: • • GLASS = 1/4" T.E.5E -•—�• rsT SHUTTERS REQD. !0R AIL_ INSTALLAIPPDPI! PRODUCT RENEWED Eno OR. 111IMA00114 FAR000 M4. ) 6f 14557 FOR MULLION CHARTS SEE SHEET 3 OF 4. FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4. PEUODUCIULENE'WED• • • as amplylogwfththAFIadda • BON008Co80 Accepttuallo' '' •. Date • %I•PC % ' g9 DI APPROVED AS coMPLTIND WITU THT SOUTH FLORIDA BUILDING CODE DAT 1832 DT PROM ROL OIWS.OR WILDING CODE COMPLIANCE OFFICE ACCEPTNICE ND.�P'1- 670.50$ ANCHORS A ORB _SHEAR PLATE 7' LONG AT EACH ANCHOR TYP. O L_ 5/16' TYP. 1 BPI -3008 ' SZL CONE SEAL ON OUTSIDE READ BPI -3002 t CO O t O 0 A SIL CONE SEAL UN OUTSIDE BEAD VAIN O GPI -5003 4 PI -5009 A ORB ■ 0 O 5/16' TYP. COP&CRETE OR WOOD BUCK • \ UNIT VIDTH PRODUCT MEWED as eomWYloa with the Florida DeftlIng Code Acceptance Do Mao Date B R •' 41 pnifticauta 0 en •••• 0.O¢' < • • ••.• m •mow• •••♦ N npMj • L`. . • • t�z� . ii�� • • • •• • •••• yr NAx r • SHIM ••••4 � a ••• •• •• • •••• a••1• • PRODUCT R1E'jr►$V►'ED 4, • • • • • • ACCEPTANCE No. /V-4. .20./4•....' • • � -'- IRATlONDATE .w " 03 1 • • 1 • ANCHORS A ORB • I •• • • •••• b • •• • •• • B7 8 CONRROT. CODE COMPLIANCE Filar. 00.s*U TU FAROOq FLA. PE. j 16557 C 04 e APPROVED AS COMPLYING WITH TIM SOWN RORIDA BUILDING CODE DATF iEE'EHP#12 19�L BY 711ODUCTICOftTROL D1Y1808 U •rowing BUILDING CORE COMPLIANCE OFFICE 97 -02 ACCEPTANCE NO q'1- Ong 0: (sheet 2 of 4 } • 1 4 r-� a no. (shoot 3 of 4 J gn 0 m 1 -3/4" x 4" FLUSH GLAZE SYSTEM • G GPI-Sg�Z . REINFORCING . GPL - -SgPJ 44TH NO I MIME N. ",,,,-....- ' 1 ► ► 1 1,, m mmmEm 1.1111■111MI Mil ,-■.■ . mammon ,MI MINIM SIAM IN ■., in,■ISM. \iii►\EMI 26 36 46 66 65 MULLION SPACING - INCHES 76 @ 1 -3/4" x 4" FLUSH GLAZE SYSTEM + GPL-Sgg2 •1 GPI-5ggB 4gRN NO REINFORCING UITN INTERMEDIATE HORIZONTALS 7 W, . M�II����SPAN MMEMEN R ,M„WW` „'.M`.- 26 36 46 66 65 MULLION SPACING - INCHES 76 A N 3 tn 0 m 1 -3/4" x 4" FLUSH GLAZE SYSTEM • GPI-S2 KITH GPI-52 4gTY REINFORCING INTERMEO =ATE HORIZONTALS -, NO MIME N. ",,,,-....- 1.1111■111MI Mil ,-■.■ ,MI MINIM SIAM IN ■., in,■ISM. 26 36 46 66 65 MULLION SPACING - INCHES 76 A N 3 tn 0 m 1 -3/4" x 4" FLUSH GLAZE SYSTEM • GPI-S2 KITH GPI-52 4gTY REINFORCING INTERMEO =ATE HORIZONTALS -, NO MIME N. ",,,,-....- 1.1111■111MI Mil ,-■.■ ,MI MINIM SIAM IN ■., in,■ISM. \iii►\EMI 26 36 46 66 65+ MULLION SPACING - INCHES 75 m 1 -3/4" x 4" FLUSH GLAZE SYSTEM •-• GPL-Sgm2 + GPI-Sgg8 4gRY ,. ■„ NITH REINFORGIAT s VLTN 2NTERNEOIATE .RIZONTALS ,,,",,,,,-'--. ,,,,L„■"ME■ ,-,,,, ■ Eil , IMAM, ■.,..■ is "..,, ■' IMIMIIMIMILIIIMMii WIRIMIEURIIIEWAI \ \\■ \\!M■ U) `.. `MIN` .■■,I.,IM' 26 36 46 65 66 MULLION SPACING - INCHES 75 HULL SPAN MULLION SPACING NO INTERMEDIATE HORIZONTAS MULL SPAN MULLION SPACING WITH INTERMEDIATE HORIZONTALS PRODUCT RENEWED ACCBPrANCBNo fiT/- 07;";/a UON IIATE �' , .:,; 7' 203 CODEECOMOC LLANCE £ DR WY� FARO= rM. PE j 18857' DEC z 0 0 N o ig0 a v 0 agm ifs -'-' • E 3 In Z 0 • • ••. • • o I .< U a p • • • • • • m • •• • .•• o •. n ^M • •••• • W .••• • • • • • • • • =MIMES • •• •• •••• �• • 1 • 14 • • ••.• .. • • • •••• • .••• • • •11•• ktecITRMrlaidis 8 • APPROVED AS COMPLYING WITH THE SCUM FLORIDA BUILDING CODE DAT I1.- 04P 19g/ TROL DIViS■ON • row ng ��• BUILDING CODE COMPLIANCE OFFICE 97 -02 ACCEPTANCE N0.a7-62b. . z• 26 36 46 65 66 MULLION SPACING - INCHES 75 HULL SPAN MULLION SPACING NO INTERMEDIATE HORIZONTAS MULL SPAN MULLION SPACING WITH INTERMEDIATE HORIZONTALS PRODUCT RENEWED ACCBPrANCBNo fiT/- 07;";/a UON IIATE �' , .:,; 7' 203 CODEECOMOC LLANCE £ DR WY� FARO= rM. PE j 18857' DEC z 0 0 N o ig0 a v 0 agm ifs -'-' • E 3 In Z 0 • • ••. • • o I .< U a p • • • • • • m • •• • .•• o •. n ^M • •••• • W .••• • • • • • • • • =MIMES • •• •• •••• �• • 1 • 14 • • ••.• .. • • • •••• • .••• • • •11•• ktecITRMrlaidis 8 • APPROVED AS COMPLYING WITH THE SCUM FLORIDA BUILDING CODE DAT I1.- 04P 19g/ TROL DIViS■ON • row ng ��• BUILDING CODE COMPLIANCE OFFICE 97 -02 ACCEPTANCE N0.a7-62b. . z• zsz 1.9 —i ANCHORS TYPE A ANG110115 TYPE A ANGA1 C1) ANCHOR AT EA. SIDE OF MULL U1LL Loom W "a,E11,.■ an,n .Q 25 95 45 SS 65 MULLION SPACING - INCHES E -1/2' HIN. I OR 2 ANCHORS AT EACH SIDE OF HULL <SEE CHARTS) 7-ALL OTHER ANCHORS 2 6' HAX FROM CORNERS L 13' QC. TYP. MULLION SPAN MULL SPACING NULL SPACING 75 ,D ANCHORS TYPE A tutwo , 1111,111111111110 man IMMIIIIIMIE NM 1\1111111111111E1 ,"".,■`.. E`VLEME Kin IIMILIMI Mill = ,""., 98`.. ",,, i ■� "' „ ,` assentorem ,, .",111M.■ S'IM' TAN ■■„, ■�,,,IMMI'' MLIMMEMIII A AT EA. AN' ANCHORS TYPE (2) ANCHORS SIDE OF MULL " 25 95 415 SG 65 MULLION SPACING - INCHES WOOD BUCKS NGT BY GOP! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEK ' fU 1 ANCHORS TYPE B wommuscomus \MIME NM 1111,111111111110 6111 ,"".,■`.. E`VLEME Mir. = assentorem ■�,,,IMMI'' BIRIEINKINI LIBINNIN = ANCHORS TYPE B = Cl] ANGFHIT AT EA. =SIDE OF MULL mom \ 75 25 MULLION SPACING - rt HES PRODUCTREIMILDI as comp! >iug•'kh the FIa1W Balling Cade • • • Acmptanm No kL...• • 1 $ SHEAR PLATE 3• LONG REQUIRED AT ALL ANCHOR LOCATIDNS ANCHOR TYPE B' PRODUCT RENEWED ACCEPTANCE No. D0 -Q''Zb .10 T1ON DATE .... - 04/1003 BY L/.. / /..�. commix.. . rr. 13 0 CO. DE COMPLIANCE ' ;1' CL:yU • •••• ANCHOR® 1/4" 0 TAPCON 714R11 WOOD BUCK INR• MASONRY4 1 -1/4' ION. MASONRY EMBEDMENT • • • • • • • ANCHOR() 1/4' 0 TAPCON INTO MASON•Y 1 -1/2' MINIMUM EMBEDMENT • 1 .75 •••• • •••• • •••• • ••• 1 • I •� TYPICAL SPACING AT 8' FROM CORNERS AND 13- O.C. MAX. Engn OR. HUM4YOUH FAR000 sIRUCNRES TU. PE 1 16947 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT r ' 19 . BY i/! . 1•I ROL DIVLSIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. 41-07'0 41)4 0 0 0 V a a 0 8•44. • C+ n M • M 1434, • • ra • • • • • • •• • • • • 2 n O 1 OW fig no. 97 -02 sheet 4 of 4J MIA MI•DADE m'p. APR 0 2007 • BY: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ••• . • • • • • • • • • ... • • .. ..••• • ... • • • • • • • • • •. •••. MIAMI -DADE COUNTY, FLORIDA • • • • • .: METRCT-IDAW FLAGLER BUILDING 14Q WRIT FI$¢L :R STREET, SUITE 1603 • • mum, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • •. • • • . • NOTICE OF ACCEPTANCE (NOA} '). ••• • • • Florida Storm Panels Inc. �J — *f �• % • • • • .. • • 14475 N.W. 26th Avenue • • •• • • • • • • • Opa- Locka, Florida 33054 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). T its ,NOA 'shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In- Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shatter • APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bernardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. • NOA No 02- 1120.02 Expiration Date: 01/23!2008 Approval Date: 01/23/2003 Page 1 PROD.CT MARKING (LOCATION OPTIONAL) 1315' 22a. ALVANIZEDS• I 1315' F- ` L3I2' I 1312 }-- -j 1312' • • I • • ________,• I I I • Ur1• •� 2 �• ••• �� I F- -L181' L181' --1 F -L781' L . -ISM' -I • •� •Nil • • 12500' PANEL COVERAGE {' 1 14.438' PANEL LENGTH PRODUCT MARKING (LOCATION OPTIONAL) • • •• • • ••• • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • ••• • • • ROLL SACK •000' x2062' 144 -20 X 5.5. STUD DE -,� at25•J 0500• �• TYP. MAX 0 STUDDED ANGLE STORM PANEL 0.110' _ MRN 0.125' TYP. I100' 1-111•1 I 5000' MAX ® BUILDOUT/CLOSURE ANGLE GENERAL NOTES: L THIS 5t -UTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH TI-E FLORIDA BUILDING CODE 2001 AND PROTOCOLS TA5 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC AIR PRESSURE AND TA5 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS 14A5 BEEN USED IN THE DESIGN OFF THE ANCHOR SPACING- TABLES. 3. POSITIVE AND NEGATIVE/DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOV ERNING CODE. UA-EN ASCE 1 -58 15 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT. THE USE OF A DI12EECTlONALITY FACTOR Kd =085 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICEI11SED ENGINEER OR REGISTERED ARCHITECT SHALL•PREPARE SITE SPECIFIC DOCUMENTS TO EE USED M CONJUNCTION WITH THI5 DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY TI-E ADEC IACY.OF TI-E EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED THICKNESS t =0029' MK) CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WITH A MIN. FtJ =920 K51. ALL EXTRUSIONS SHALL BE 6063 -16 ALLU -IINUM ALLOY. U.N.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMIA'TOF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA. FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO T1•F MAXIMUM SPANS AJ.1D LOADS SHOWN ON THESE DRAWING -S. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC)• OF M1011. FL, TEST REPORT No. 02 -041. 10. TOP 4 BOTTOM DETAILS SNOkN MAY 5E INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. 11. ALL BOLTS 4 WASHERS SHALL 5E ZINC COATED. .r- ALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENG -51 OF 60 K51. • •• ••})•H•4{R•• •• • ••• • • • • • •• • • • • a ••• •• •• • • • • ••• r2.000' • ••• ;n • • • • • • 4'1 • • • r•• • • • i • 0162' TYP • • • mZ50 • . 11 81' • • • • • • • • • TYP (t =0.0516' GALV STEEL, GRADE 50) ( f 100' MIN. I 5.000' MAX O J -PAN CLOSURE 2043' r- -1.815' Gi0 0 7.063' 0063 I- I.531•--I O TOP 'H' TRACK 0�5 0015' 11 I -3315' MAX. -- 0315j'- l 61 S m u_ 1-(0x8.00' O 'U' HEADER 0350' -1 r HI 0.085' -1+1 m0250' 0865' OWASHERED WiNGNUT I0 (ZAMAC 3 ALLOY) 2.061' 0063' 0.535' T4 093 0.063' I00 14 BOTTOM 1-1' TRACK I 0090' '1P 0320' 0.410' 0 .650' BUILD -OJT. 'F' TRACK 1000. t = 0015' MIN., 11 KEYHOLE WASHER GALV. STEEL GRADE 50 (USE t5 OPTIONAL. REWIRED ONLY FOR USE tiMri1 TRUSS MEAD AN010R5 ( CALK -W) R0J58' R0.301' ® TOP 'U' TRACK 14 -70 5S. SIDEWALK OR MACHIE BOLT 4 WASHERED WINGNUT • 24' OTC. TYP. WIND0 �NG WINDOW 18 GA GALV. STEEL BENT PLATE (00418' 811.714e V OR 2'x2'xi25' 6063 -16 ALUM. ANGLE f I -• - 4' MAX 1000' OVERLAP c CORIN3R CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 15 TIMES BUILD -OUT DISTANCE (2001 FMC SECT. 2413.13) 025' -1 I 11AX BUILD -OUT DISTANCE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. ALUM. ANGLE ® OR J -PAN CLOSURE PIECE Q9 (SEE DETA.IL5 ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER • 15' 0C. FOR DESIGN LOADS LESS THAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GF ATER THAN 81061". USE ALUM ANGLE CLOSURE PIECE ONLY UATH ANCHOR? • 10' O.G. OBUILD -OUT )MOUNT CLOSURE DETAIL y 025' MAX EXIST. CONC, HOLLOW BLOCK OR WOOD FRAMING. 1000' IIIIRSHil Pr- 'NI 2.00' MIN. Q W 0388'- 0.151 *-1 L_ 0215' 0.452' 0.655' 11 11-11--0095' TYP. O F' TRACK 1000' ® HEADER END CAP tY.a0' DEEP TYPICAL 0539' 0.063' 1 0.063' `0125' 1102;53'-J_- v v 1 1 mf7J3.3' L t. 5313' 0093' WIDTH UNLRUTED (PERP. TO PANEL SPAN) TOP MOUNT (DONN TYPE AS REO'D) TYP. SECTIONS ® BOTTOM 'U' TRACK flu 111 Lit BOTTOM MOUNT (CONN TYPE AS MGM) ®TYPICAL MOUNT ELEVATION N.T.S. EI5TtNG CONCRETE. HOLLOW ::LOGIC OR WOOD FRAIIING 'e--■ WALL MOUNT CLOSUI! DETAIL N.T.S. TOP MOUNT (CONY TYPE AS RiO'D) NAY bE AT 70P 4 DOTT01 0315' MM. EDGE DIST. LAST PANEL TTPIGAL PAt•EL. A90VE BEFORE PANEL OBSTRUGT1 .l OBSTRUCTIQN -T OVERLAP mere f B TOP MOUNT. (CONN•TYPE S AS RECD) _ li gPANEL BELO{II a os571ascrtoN 1 / \ 7 i BOTTOM MOUNT CO04 Jf i TYP. PANEL OVERLAP TYPE AS RECD) ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. OPTIONAL . -20 ST1704 BOLTS turns WA51EP0D WNGMJT5 FASTENED o OVERLAPS • MIDSPMI (t15E APPROPRIATE SPAN TABLE) TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. 1.00' EMBED e TRAP MOUNT CLOSURE DETAIL N.T.S. 0500' OVERLAP MINIMUM FASTENER • I5' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO BTpsf (SEE ANCHOR 5Ct•EDULE FOR ANY ACCEPTABLE ANCHOR) FOR DESIGN LOADS GREATER THAN Slpsf. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' 0G. 025' MAX EXISTING CONCRETE. HOLLOW BLOCK OR (0000 FRAMING Approved 83 aimplyhig with the Florida Rate 0 VOMI Miami DIU 11roduct Control BY FRANK L. BENNARDO, PE. 'PE0046549 iL V OW w z z W W ‘/ mz J J Y d) z vJ QQ ty L 08 Usti _Z w z W W. z tp z 1 Q REVISIONS DESCRIPTION carat DOYENTS DATE ALE: 3• • BY: CL =CKED c T • FLB PRIN T-DATE: 11/15 /02 011.0 •: 02- 865 -111 SHEET_ 1 OF 4 /4 MAX /ill '1I/ TR GAP L mere f B TOP MOUNT. (CONN•TYPE S AS RECD) _ li gPANEL BELO{II a os571ascrtoN 1 / \ 7 i BOTTOM MOUNT CO04 Jf i TYP. PANEL OVERLAP TYPE AS RECD) ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. OPTIONAL . -20 ST1704 BOLTS turns WA51EP0D WNGMJT5 FASTENED o OVERLAPS • MIDSPMI (t15E APPROPRIATE SPAN TABLE) TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION NTS. 1.00' EMBED e TRAP MOUNT CLOSURE DETAIL N.T.S. 0500' OVERLAP MINIMUM FASTENER • I5' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO BTpsf (SEE ANCHOR 5Ct•EDULE FOR ANY ACCEPTABLE ANCHOR) FOR DESIGN LOADS GREATER THAN Slpsf. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' 0G. 025' MAX EXISTING CONCRETE. HOLLOW BLOCK OR (0000 FRAMING Approved 83 aimplyhig with the Florida Rate 0 VOMI Miami DIU 11roduct Control BY FRANK L. BENNARDO, PE. 'PE0046549 iL V OW w z z W W ‘/ mz J J Y d) z vJ QQ ty L 08 Usti _Z w z W W. z tp z 1 Q REVISIONS DESCRIPTION carat DOYENTS DATE ALE: 3• • BY: CL =CKED c T • FLB PRIN T-DATE: 11/15 /02 011.0 •: 02- 865 -111 SHEET_ 1 OF 4 EMBED 03 CONNECTION TYPE REFER ANCHOR SCHEDULE T3 FOR MAX. SPACE' SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 0500' EC EC QW 14 TEK SCREW OR 1/4-20 MACWIE SCREW 4 NUT • IS' o.C. (TYP ALL SI'L CONNECTIONS 025' I EXISTING J GLAZING L Q ELI J en 21 a V %z IL V J to �� 0 O O / - I- ° W . 812 •REQ'D SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRICTURE) C2 CONNECTION TYPE REFERENCE ANCHOR SC7EElLE T3 FOR MAX SPAc1NG G OBUILD -OUT MOUNT SECTION N.T$, CII CONNECTION TYPE ANCHORS TO BE AT 125• OR 625' O.C. (REFERENCE ANCHOR 5Q-EDULE T3 FOR MAX SPACING). USE I /ABLE ANCHORS ONLY EDGE DIST. • • •. • •• •• • • • • • • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • ••• EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR BONED. BASED ON TYPE OF STRUCTURE. C3 COt3.€ECT10M TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING- 0500• 102w O°J coNECTIoN TYPE REFERENCE ANCHOR 5J; • • MIi"�5 F • 0500'• Ego I EQ• • • • • •• •• •• • • • • • • • • • ••• • • •• • •. • STUD•414MLE • • • • • • DI EST1ON•TA14 • � • • • • • DE REVERSED. AS SHORN 2 COFNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 0500• EXISTING GLAZING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) 1/4 -20 X t SS. MACHINE SCREW 9 •Q5' O.C. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING GLAZING R`Q'D'SEPARATION FROM GLASS (REF. TABLE T2) IJU W J ga OW wW xZ �0 Q • J IL cif EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SGH -ED. EASED ON TYPE OF STRUCTURE '4 -20 x 94' 5.5. MACHINE SN NUS • 125' OC. 0 CONNECTION TYPE RE- FERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING F• TRACK/DIRECT MOUNT SECTION NT$, EXISTING CONCRETE., HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE wfl EMBED. OWALL MOUNT SECTION PETS. '4 -20 X 1' 5S. MACHINE SCREW W/ USNGNIJT •I25' O.C. 02 CONNECTION TYPE REFERENCE ANC:44pR SCHEDULE T3 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCNED.. BASED ON TYPE OF STRUCTURE. C4 COPE4ECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING EMBED EXISTING GLAZING REQ'D SEPARATION F oM GLASS (REF. TABLE TI) 14 -20 x 5.5. MACHINE SCREWS • I25• OC. LEG DIR. MAY BE REVERSED' tu Q I Ow F J a1� w �U �' dI Z JCL 025' Ho MAX• I MAXIMUM ALLOWABLE SPAN SCHEDULE Load W (PS) No Stitch Bolts LMAX (ft) Stitch Bolts At Midspan ILMAx (ft) 25 10.- 7" 10' - 7" 30 10' -5" 10' -5" 35 10' -0" 90' -0" 39 9'- 9" 9'- 9" 40 9' - 8" 9.- 8" 45 9' -4" 9' -5" 49 8' - 11" 9' - 3" 50 8' - 10" 9' - 2" 55 8'- 5" 8''- 11" 58 8' -2" 8' -10" 60 8' -1" 8' -9" 65 T -9" 8' -3" 70 T -6" T -8" 72 T -4" T -6" 75 T - 2" T - 2" 80 6• - 9" 6' - 9" 90 6' -0" 6' -0" 100 5.- 4" 5' - 4" 110 4' - 10" 4*- 10" 120 V -6" 4' -6" 130 , 4' - 1" 4' - 1" SPAN SCHEDULE NOTES: L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STOR I PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES 924'OC.MAX. MINIMUM SEPARATION Positive Load (psf) Span Less Than: Separation ('inches) at <= 30' Separation (inches) at > 30' 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" • 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 226" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8''- 8" 2.75" 2.41" 9' -4" 2.92" .2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" T - 6" 2.75 - 2.24 TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3)'4'x2' EMBED LAG SCREWS 9 EACH TRUSS (24' OC. MAX) 4•x1 /2' x0.0415 MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) 9 TRUSSES 4 '14 5.11.5 TO PLATE 9 6' O.C. BETWEEN TRUSSES OCEILING/FLOOR MOUNT SECTION NTS. Oa CONNECTION TYtx REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) OTRUSS MOUNT SECTION NT$. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR s 1-ED. BASED ON TYPE OF STRUCTURE. L,nax = S' -0' (MAX SPAN) MAX DESIGN LOAD • =60 p5( • ALUM OR G-ALV STEEL SPACER. AS R-cQ'D. EXISTING GLAZING OOFFSET WALL MOUNT SECTION N.T.S. CI CONNECTION TYRE ANCHORS TO BE AT 12.3. OR 625' OC. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SUrvACE 'PE0046549 E t O 8 O z _Z w z w Z Z o W mu. 14 21 J Q Z N Q ff 40 ✓ ~ co N (NI (NI V co REVISIONS D =SCRIFTION DATE Cater cas,E+r5 SCALE: 3' _ • DRAWN 5 • CL�[ PRIN ( v 1371 t: 11 / JIb IN( DQt /02 DUNG ': 02- 868 -III SHEET: 2 OF 4 PENETRATION OR EMBED. W ate H 1 r Val n REQ'D GLASS SEP. DIST. (SEE TABLE EXISTING T2 FOR MINIMUM) GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRICTURE. EXISTING COUTE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUl` y5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 74 FOR MAX SPACING 0500' 4 1 —L OWALL MOUNT SECTION ALL NOWT TRACKS, N.T.S. 0500• J ILO W -E1 WQ ye 0 C6 CONNECTITYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING- SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 7-LEG MAY BE BENT / TO 30deg MAX .6 •• • •• •4• �i •T • 1:! • INTE IO MOUNT INSTALLATION DETAILS OHEADER TRACK ISOMETRIC TOP TRACK. K.TB. CLIP LOCKS END PANEL FLUSH AGAINST. TOP TRACK lU HEADER END CAP END W/ (2) 94 5M5 TO TRACK 1365' EXISTING GLAZING X13 CONN TYPF REF. ANCHOR SCHED. TA FOR MAX.SPACWG REQ•D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) ClCONNTYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING 1365' -LEG MAY BE BENT TO 30deg MAX O OHEADER/SILL MOUNT SECTION TRAP MOUNT TRACKS ON A•fCiE. N UN CEILING/FLOOR MOT SECTION TRAP MOUNT TRACKS. N.TB. PENETRATION OR EMBED. to 7 or 1 A 1 . Pr r- QT CONNECTION TYPE -REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. REQ D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C_5 TYPE CONNECTION REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING 0500' M I I I EXISTING GLAZING axsa cisxa ?an". t a`eVW EMBED. P DIRECT WALL MOUNT SECTION BOTTOM aR£cT.mALL natvT (REF. DETAIL '5'7. N.TS. ,P I' x0.30° PERORATIONS AT MIDSPAN FOR USE WITH REMOVABLE MANIPLE AND /OR PLASTIC KNOBS O (I) 1'xi'x0.032'xP4' ANGLE a END W/ (2) 'I4 5M5 TO TRACK TOP 14 -TRACK OR TOP Sr -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB. TO EASE PANEL SLIDING (NON - STRUCTURAL SEE DETAIL TO LEFT) 'a BOTTOM •H' TRACK OR BOTTOM V' TRACK (FASTEN TO STRUCTURE PER DETAILS IM. N t0 TO LEFT) SILL TRACK ISOMETRIC BOTTOM TRACK N.T .S. Approved as complying TTith the Florida e Date 8l / .- 5/2003 NOA#r —II o.02 Mimi Dade Product ` Division OPTION A: (3) 14' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ C2) ELCO PANELMATES (I) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. FT-6. MAX TYPICAL I 6' MAX "-TYPICAL (2)14 -2055. I STITCH BOLTS WI WINGNUTS I EACH SIDE OF LAST PANEL QPT. A: 2"x2' MAX. NOTCH IN LAST PANEL 'AROUND WINGNUT ODIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DUI: CT WALL M nrr (REF. DETAIL 'P'), JAN FRANK L. 'PE0046549 . PE. I' cv 71 2 SOT _ • I11 d1 I IL a r,61 Z O O LL = Q co ej Z • Q d1 ,to Wd1 U Z W CD 0 In JZ� > " 0- .S LL I- . OPTION 8: (2) 14' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS OPT. B. m14-- 20 POUTERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RE_O'D) 0 w w N w^ VJ REVISIONS DESCRIPTION caR•mr cprrENTs DATE SCALE: 3' - I• (UN.O.) DRAWN BY: CL GHtGKtL' bY: FLB PRINT DATE, 11 /18/02 Dar- • :' 02 -66S -III SHEET: 3 of 4 T,ANOR SPACING SCHEDULE C`I -I •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • .• • • 010 • • • • ••• U 0 J m U z 0 U 0 J J O I 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 49 58 Tcap (Ib) = 218.00 72 Vcap .(Ib), = 398.00 130 . . 12.5" 16.0". 16:0" 15.8" 12516.0"12.7"12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 132' 5.9" 8.3". 6.25" 9.7 ". 3.6" 6.0" 125" '15.5" 7.8" .9.9" 625" '122' 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3 :6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 625" 9.7" 3.6" •6.0" 6.25" 9.7" 3.6" 6.0" .625" 9.7" 3.6" 6 :0" 1/4"x7/8" EMBED 39 ALL - POINTS SOUD-SET 49 LEAD SHIELD.ANCHOR * 58 Tcap (lb ).= 358 72 Vcap (Ib) ='249 130 12 :5" 16.0" 16.0" 16:0". 125" 16.0" 16:0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 125" 15.9" .5.9" 6.4" 12.5" 16.0" 12.7" 10.3" 125" 16.0" 8.5" 82' 12.5" 16.0" 6.6" 6.9" 125" 15.9" 5.9" 6.4" 125" 15.9" 5.9" 6.4" 12.5" 1.6.0" 8.8" 8.3" 12.5" 16.0" 62' 6.6" 12.5" 15.9" • 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE 39 49 * 58 Tcap (lb) = 204.75 72 Vcap (Ib) = 233.50 .130 12.5" 16.0" 16.0" 122' 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7". 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9 :8" 3.8" 5.1" 625" 9.1" .3.4" 4.7" 625! • 9.1" 3.4" 4.7" 625" 11 :8" 5.1" 62" 625" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 625" .9.1" 3.4" 4.7' _625" 9.1" . 3.4" 4.7" 035" EDGE'DISTANCE c 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 49 58 72 130 39 49 58 72 130 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 9.6" 4.1" 12.5".16.0" 6.0" %% 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 13.6" 6.1" 12.5" 16.0" 9.3" 5.1" 12.5" 14.2" 6.3" 4.1" 625" 10.4" 3.9" 12.5" 16.0" 12.8" 12.5" 16.0" 8.6" 12.5" 16.0" 6.6" 12.5" 16.0" 6.0" 12.5", 16.0' . 6.0" 12.5" 16.0" 8.3" 12.5" 132' 5.6" 625" 112' 4.3" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 4.8" 3.8" 3.2". /7,74/;;;;?: 4.8" 3.8" 32" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12 :5" 16.0" 12.5" 16.0" 12.5" 13.5" 625" 10.7" 625" 10.4" 625" 10.4" 625" 8,9" 6.3" 6.0" 6.0" 6.0" 5.8" 4.1" 3.9" 3.9" 3.9" 3.9" 3.9" 3.1" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" 12.5" 16.0". 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6".44.0" 52" 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 12:5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" .625" 10.3" 3.8" 5.0" 6.25" 10.3" 3B" . 5.0". 6.25" 10.3" 3.8" 5.0" ANCHOR. NOTES: I. SPANS AND LOADS SHOWN HERE AfRE_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPAN5 FOR SPECIFIC LOAD5 MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN ;_OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COITION (SEE IOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL Ea- INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE COMMENDATIONS. 5. WHEN EXISTING STRICTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 1 -1/4" EMBED • ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398:00 2.5" EDGE DIST. 16.0" 16.0" 11.0" 6.4" 5.0" 2.5" EDGE DISTANCE 7.5" 5.2" 3.4" j /% %i% i% I.,: SPANS UP TO 8.67ft 1ST RUI ANCHOR SPANS UP TO 5.50 ft SPANS �JIP... • TO : • : 8:67. '• SPANS UP• ••• : ice : S 1%67 ft • to. i ANCHOR (psf) LOAD CONN TYPE CONCRETE caulk, TY$E •. • : COlelplh'YPE 16.0" 16.0" w N ELCO TAPCON 45 (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 Tcap (Ib) = 483.00 1/4" x 1-3/4" EMBED 142' 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16:0" 16.0" 125" 16.0" 11.9" 13.5" 39 ELCO TAPCON 14.8" 16.0" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.('1.» :13.1' 1:4a' 3a0" • 8.•4" 10.7" • (MIN 3320 PSI CONC) Tcap (Ib) = 428 • 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.13"'43.$1A":11.1 iL51. 36.0" 8,p" 10.3" 5.3" 16.0" Tcap (Ib) = 483.00 . 39 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.W.1134' 113.Q'' :1113' 1;.$' :64" • $:b" 10.3" MN 3350 PSI CONC) • Vcap (Ib) = 475.00 16.0" 16.0". 130 . 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" w 1/4"x7/8" EMBED 4.6" 16.0" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 152' 15.0" 12.5" 160" 10.6" 12.1" w ALL- POINTS SOUR -SET 49 12.5" 16.0" 16.0" 16.0" 125" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" M LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16:0" 7.1" 92' ZO U Tcap (Ib)= 428 Vcap (fb) = 429 72 130 12.5" 16.0" 11.5" 12.5" 16.0" 7.1" .12.7" 9.2" 12.5" 16.0" 71" 92" 12.5' 16.0" 7 :1" 92" 12.5" 16.0" 7.1" 12.5" 16.0" 7.1" 9.2" 92' 1/4" x 2" EMBED 39 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 92' 12.6" ELCO PANELMATE 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CON * 58 12.5" 16.0" 14:9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (Ib) = 372.00 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" _ Vcap (Ib) = 565.00 130. 12.5" 16:0" 6.2" 9.6"• 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" U 0 J m U z 0 U 0 J J O I 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 49 58 Tcap (Ib) = 218.00 72 Vcap .(Ib), = 398.00 130 . . 12.5" 16.0". 16:0" 15.8" 12516.0"12.7"12.5" 12.5" 16.0" 8.7" 10.5" 12.5" 132' 5.9" 8.3". 6.25" 9.7 ". 3.6" 6.0" 125" '15.5" 7.8" .9.9" 625" '122' 5.2" 7.7" 6.25" 10.4" 4.0" 6.5" 6.25" 9.7" 3 :6" 6.0" 6.25" 9.7" 3.6" 6.0" 12.5" 12.6" 5.4" 7.9" 6.25" 10.0" 3.8" 6.2" 625" 9.7" 3.6" •6.0" 6.25" 9.7" 3.6" 6.0" .625" 9.7" 3.6" 6 :0" 1/4"x7/8" EMBED 39 ALL - POINTS SOUD-SET 49 LEAD SHIELD.ANCHOR * 58 Tcap (lb ).= 358 72 Vcap (Ib) ='249 130 12 :5" 16.0" 16.0" 16:0". 125" 16.0" 16:0" 13.1" 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 9.6" 8.8" 125" 15.9" .5.9" 6.4" 12.5" 16.0" 12.7" 10.3" 125" 16.0" 8.5" 82' 12.5" 16.0" 6.6" 6.9" 125" 15.9" 5.9" 6.4" 125" 15.9" 5.9" 6.4" 12.5" 1.6.0" 8.8" 8.3" 12.5" 16.0" 62' 6.6" 12.5" 15.9" • 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED ELCO PANELMATE 39 49 * 58 Tcap (lb) = 204.75 72 Vcap (Ib) = 233.50 .130 12.5" 16.0" 16.0" 122' 12.5" 16.0" 11.9" 9.7" 12.5" 15.4" 8.2" 8.1" 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" 3.4" 4.7". 12.5" 14.5" 7.3" 7.7" 6.25" 11.6" 4.9" 6.0" 625" 9 :8" 3.8" 5.1" 625" 9.1" .3.4" 4.7" 625! • 9.1" 3.4" 4.7" 625" 11 :8" 5.1" 62" 625" 9.4" 3.6" 4.9" 625" 9.1" 3.4" 4.7" 625" .9.1" 3.4" 4.7' _625" 9.1" . 3.4" 4.7" 035" EDGE'DISTANCE c 0 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (lb) = 359.53 Vcap (Ib) = 82.97 #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (Ib) = 96.74 39 49 58 72 130 39 49 58 72 130 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 9.6" 4.1" 12.5".16.0" 6.0" %% 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 13.6" 6.1" 12.5" 16.0" 9.3" 5.1" 12.5" 14.2" 6.3" 4.1" 625" 10.4" 3.9" 12.5" 16.0" 12.8" 12.5" 16.0" 8.6" 12.5" 16.0" 6.6" 12.5" 16.0" 6.0" 12.5", 16.0' . 6.0" 12.5" 16.0" 8.3" 12.5" 132' 5.6" 625" 112' 4.3" 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" 4.8" 3.8" 3.2". /7,74/;;;;?: 4.8" 3.8" 32" 12.5" 16.0" 12.5" 16.0" 12.5" 16.0" 12 :5" 16.0" 12.5" 16.0" 12.5" 13.5" 625" 10.7" 625" 10.4" 625" 10.4" 625" 8,9" 6.3" 6.0" 6.0" 6.0" 5.8" 4.1" 3.9" 3.9" 3.9" 3.9" 3.9" 3.1" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 49 * 58 72 130 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" 12.5" 16.0". 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6".44.0" 52" 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" 12:5" 14.0" 6.2" 6.9" 625" 10.3" 3.8" 5.0" 625" 10.3" 3.8" 5.0" .625" 10.3" 3.8" 5.0" 6.25" 10.3" 3B" . 5.0". 6.25" 10.3" 3.8" 5.0" ANCHOR. NOTES: I. SPANS AND LOADS SHOWN HERE AfRE_ FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPAN5 FOR SPECIFIC LOAD5 MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCI-EDULE BASED ON THE EXISTING STRUCTURE MATERIAL 4 ANCHOR TYPE. SELECT DESIGN ;_OAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COITION (SEE IOUNTING DETAILS ON SHEETS 2 1 3 FOR IDENTFICATION OF CONNECTION TYPE). 4. ANCHORS SHALL Ea- INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RE COMMENDATIONS. 5. WHEN EXISTING STRICTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =ASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, WALL MOUNT) 0.75" EDGE DISTANCE 0 O 1/4" x 2" THREAD 39 PENETR.. LAG SCREW 45 55 Tcap (Ib) = 359.53: 65 Vcap (Ib) = 82.97 ' 72 16.0" 16.0" 16.0" 10.6" 82" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 16.0° 16.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) _. 234.00 39 45 55 65 Vcap (Ib) = 96.74 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.5Q Vcap (lb) = 232.50 39 45 * 55 65 72 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 16.0" 14 :2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 1 -1/4" EMBED • ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398:00 2.5" EDGE DIST. 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" j /% %i% i% SPANS UP TO 5.50ft SPANS UP TO 8.67ft 1ST RUI ANCHOR LOAD CONN TYPE CONN TYPE 16.0" ' (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED . • 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 142' 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1 /4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOUD-SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 • 65 12.6" 16.0" . 5.3" 16.0" Vcap pb) = 429 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED . 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" MN 3350 PSI CONC) • * 55 16.0" 16.0". 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00. 72 . _ 8.5" 16.0" 4.6" 16.0" 0.75" EDGE DISTANCE 0 O 1/4" x 2" THREAD 39 PENETR.. LAG SCREW 45 55 Tcap (Ib) = 359.53: 65 Vcap (Ib) = 82.97 ' 72 16.0" 16.0" 16.0" 10.6" 82" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 16.0° 16.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) _. 234.00 39 45 55 65 Vcap (Ib) = 96.74 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.5Q Vcap (lb) = 232.50 39 45 * 55 65 72 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 16.0" 14 :2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 1 -1/4" EMBED • ELCO TAPCON Tcap (Ib) = 218.00 Vcap (lb) = 398:00 39 45 55 65 - 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" j /% %i% i% 15.5" 13.4" 11.0" 9.7" 9.7" I• HOLLOW CONC B 1/4"x7/8" EMBED 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOUD-SET 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 65 10.5" 16.0" 4.4" 15.9" Vcap pb) = 249 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 -114" EMBED 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 45 16.0" 16.0" 4.8" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Tcap pb) = 204.75 65 6.0" 13.7" / % 9.1" . • Vcap (lb) = 233.50 72 4.7" 12.4" '/%e', 9.1" 0.75" EDGE DISTANCE 0 O 1/4" x 2" THREAD 39 PENETR.. LAG SCREW 45 55 Tcap (Ib) = 359.53: 65 Vcap (Ib) = 82.97 ' 72 16.0" 16.0" 16.0" 10.6" 82" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 16.0° 16.0" #14 x 1 -1/2" THREAD PENETR. WOOD SCREW Tcap (Ib) _. 234.00 39 45 55 65 Vcap (Ib) = 96.74 72 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.5Q Vcap (lb) = 232.50 39 45 * 55 65 72 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 16.0" 14 :2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.0" EDGE DISTANCE ( \ r. ICT. 8.0" 6.9" 5.7" SPANS UP TO 5.50 ft SPANS UP TO- 8.67 ft 65 ANCHOR LOAD CONN TYPE CONN TYPE 3.3" . (psf) C7 C8 C7 C8 I• CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 152' 10.8" 9.6" 6.9" Tcap (lb) = 386.40 65 12.9" . 9.2" 8.5" 6.0" Vcap (lb) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOUD -SET 45 16.0" 14.7" 132' 9.3" LEAD SHIELD-ANCHOR * 55 16.0" 12.0" ' 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (Ib) = 297.60 65 . 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" . 4.6" IHOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 10.9" 8.9" 8.2" 7.1" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x7/8" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9"• Vcap (lb) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 112' 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 .65 . • 6.7" 4.8" 4.4" . 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" 1/4" x 2" THREAD PENETR. LAG SCREW 39 45 55 Tcap (lb) = 358.53 65 Vcap (Ib) = 82.910 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5' 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7.7" 6.6" 5.4" 4.6" 4.1" 62' 5.4" 4.4" 3.7" 3.3" 03 FRANC L. BEPNARDO. PE .PE0044649 CAE. Q 61.1 U Z U_� �z !z) - w z x - - 0 zm O ~ .03 kl I to 7 & 111. `, 0QG, ma z a. vmm nw 4.9" 4.2" 3.4" 3.0" 3.0" 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39. 45 * 55 65 72 13.0" 11.2" .92' 7.8" 7.0" 92' 8.0" 6.5" 5.5" 5.0' 8.2" 7.1" 5.8" 5.1" 5.1" 3.9" 3.4" 5.8" 5.1" 4.1" 3.7" 3.7" 6. WHERE LAG SCREWS FASTEN _ TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER 4 OF NOMINAL 2' X ' (MIN.) WOOD STUD ('4' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.0.5S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN I-EAD OR HEX HEAD, 1. ,K DESIGNATES R MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. S. MACHINE ,SCREWS SHALL HAVE MINIMUM OF it ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS I4AC, OR WAFER HEAD (SIDEWALK BOLT) UN.O. S. MINIMUM EMBEDMENT AND EI: GE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. Approved complying with ftu Date 'too? FPtit By REVISIONS DESCRIPTION DATE CQMr, =MIEN% Ia10 SCALE: N.T.S. • DRAWN-EX: CL CI- 1-CK=D BY: I E: 7-PRIM DA(-: I1/l& /02 DID •: 02- 868 -III SHEET: 4 a=4 11114 IOADE • • •.. • • • • •• • • • • • • •. • • • • • • • • • • • • • • • • • • • • ljj.J MGME7� . • • • •.• • • • • ....... ••• M. APP 0 4 2001 MIAMI DADS COUNTY, FLORIDA • • • • • METTIO --1SX)E FLAGLER BUILDING ▪ o • • • • : 140�WE T "I OLER STREET, SUITE 1603 • • • • • • 1V AMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 BUILDING CODE COMPLIANCA PRODUCT CONTROL DIVISION'', o NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corp. 7450 NW 41st Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve . the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 4000 Aluminum Flush Glazed Storefront System APPROVAL DOCUMENT: Drawing No. 97 -02, titled "Series -4000 Store -Front System ", sheets 1 through 4 of 4, dated 1/17/97, with revision B dated 12/4 /97, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. •• • • •• ••• .•• _ _ s • . • • • • • • • • • • • •• • • • • • ••• •• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0726.10 and consists of this page 1 and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed byManuel Perez, F.E. NOA No 03. 0801.01 Expiration Date: December 4, 2008 Approval Date: September 25, 2003 Page 1 `b Q4' . Gopi Glass Sales & Services Corp. • • .•. • • • ••• .. .. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • .• •• • NOTICE OF ACCEPTANCE: EVIIIENC1 S'[7BMIVIED •• • • • .. ••• .. A. DRAWINGS • 1. Manufacturer's die drawings and section:. • • • 2. Drawing No. 97 -02, titled "Series- 400b'Stdre -Frdnt System''', sheets 1 through 4 of 4, dated 1/17/97, with revision B dated 12/4/97, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS Submitted under NOA# 97-0205.02 1. Test reports on:1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of 1 -3/4" x 4" and 1 -3/4" x 4-1/2" aluminum flush glazed storefront systems, 10' 0" high x 3'11" mullion spacing, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -1065, dated 08 /02/96,revised on 12/31/96, signed and sealed by Hector M Medina, P.E. C. CALCULATIONS Submitted under NOA# 00- 0726.10 1. Anchor Calculations and Structural Analysis, prepared by Al Farooq Corporation. dated 01/30/97, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM E1300 -98. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHER 1. Notice of Acceptance No. 00- 0726.10 issued to Gopi Glass Sales & Services Corp, for their Series "4000" Aluminum Plush Glazed Storefront System, approved on 9/21/00 and expiring on 12/4/03. E -1 rez, P.E. Product Control Examiner NOA No 03- 0801.01 Expiration Date: December 4, 2008 Approval Date: September 25, 2003 • 4AD0 3800 626 .096 'GPI -5002 8063 -T5 .070 -1.222 —4.000 1.452 --- 478 TYP. 1.750 2.438 3.500 GPI -5003 6083 -T5 ASS L450 GPI -5004 8063 -TO UNIT WIDTH • MULLION SPAN DI.. OPENING 0 t HULL SPACING -� GPI -5005 0083 -T5 274 .465 I /11 ■ 231 .471— GLAZING GASKET SCALE -2I NEOPRENE .870 TYP. GPI -5009 8083 -TS 3.750 TYP .625 IN STEEL CHANNEL REINFORCEMENT GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER 1HE SOUTH FLORIDA BUILDING. CODE 1994 EOTION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE. 7-88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL' LATENT FDISON. 3. AU. EXTRUSIONS SHALL BE ALLOY AND TEMPER AS SHOWN ON DETAILS. 4. STEEL SURFACES TO BE RACED IN CONTACT WITH ALUMINUM SHAT. BE PLATED OR PANTED. S. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. MULUONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN N CHARTS. 7. DESIGN CRITERIA FOR MUULONS: MAX DEFLECTION 5. L/180. 8. ANY ANCHOR OR MUW0TI CONDITION NOT SHOWN IN THESE DETLS IS TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCUL1rED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. ITEM PART # DESCRD'CION GPI -5002 OPEN BACK HEAD /JAMB /HULL ••• • 2 GPI -9003 3 GPI -5904 • • GLASS STOP • • • • - • • • • • SILL OPI -511118 POCKET FILLER •• S GPI -5009 FLAT FILLER ••• • ••• • 6 NEOPRENE GLAZING GASKET • 7 SETTING BLOCK 8 PANEL ASSY SCREW 8 10 X 5142 9 REINFORCING •••• •••• • •' • 5/0 X 3 -3/4' X S/8' 111E11L•CHA004EL 1 /B• 1H8CI6 10 GLAZING PRODUCT RENEWED p3 I/4' TEMPERED GLASI • • GLASS = 1/4" TIP/Ma' •••• • SHUTTERS REQD. FOR ALL INSTALLATIONS •••••• • • •••• On OR. HUWAXUN - FARO00. S 1 E JJIREs FLA. . I'E 16337 • PROIWUC•RF3CEwED • aswNDlyI 4pnh8vto1Tmifi • • Boid10•Vate •Aa * e • By '6 s /. .r�4Cl6..., APPBO9FD AS COMPETING WITh DR SCUM 't1GIDDA DDILDING CODE DA U. _ :.L_ .1992 BY OUILDNG CODE COMPLIANCE OFFICE FOR MUWON CHARTS SEE SHEET 3 OF 4. I ACCEPTANCE NO.Q 1 6210. D2 FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4. • • U §p • I (rowing no..' 97 -02 (*hoot 1 of 4 I •� :r " e-5 W ' / ANCHORS A OR H /. SHEAR PLATE 3' LONG AT EACH ANCHOR TYP. /// "A U tai N a �. !AL- FAROOQ CORPORATION ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE IMIAMI. FLORIDA 33174 TEI.. (305) 264 -6100A FAX (305) 262 -8878, O GPI -5009 1147. I > 1 0 OPII\ 5/16' TYP. - •Is.' , aPI -5002 nd If If I /D O O 5116' TYP.• . -•-- 0 ` SIL CONE SEAL ON OUTSIDE BEAD �' • !•LC0 00 t 1 ._ GOPI GLASS CORPORATION 1 :4400 W. 74th AVE. •MIAMI. •FL. 33166 • • • ••• •• gli � ` J Wil-r j j `= 114 ANCHORS , 0 a A 0 I•• • DL OPENING 0 DL OPENING • • O • .... • • • • • • • •••• • • V sHIT4 UNIT VIDTH • .. • • ••• • . • • • • • • • • • • •••• ••••• PRODUUG'�ANINEWED • • • • SIL CONE SEAL ON OUTSIDE HEAD • III Ijl lj• I: I ?) !I t. : ACCEPTANCENo• V(% V,. 0 • /a • • • ." r - TI014I14•' -' ' i' Gle 2003' <r '�li - •••• BY 0 p•as •.i- T'ANT'ROC±uiUB '- ' •••• : ::: • • s CODECOMPNIANOE ... •• • ••• • • • • • �i GRIMM n .:. Tr. • .. • 1 a - k -. 41= OPI -5004 GPI -5000 ► A v PRODUCT RENEWED ineomplgtOgwhh Um170Y1d• BahlfasCado Fngr DR. FWtoOq FLA. sTRucniess PE p Sass C 0 4 SOODUTHFLORIDAt'autumn O ODE THE Dat III a 497 4 Q 0 �•, -5000 /gyp,{'• DV L/ �. �.' OGULT ITBOL DIVISION BUILDING CODE COISPLWICE NOCE ACCEPTANCE N0. Q' 1- 021)5 Q? • rawmg II��no. 97 -02 • / / I /� /.trT // ��i�� /�/ A mBlo •.'"...•,•21 v..': // / A OR B „ � (sheet 2 of 4 1 T9 1 -3/4” x 4" FLUSH GLAZE SYSTEM 26 35 45 CO 6s MULLION SPACING - INCHES • m 1 -3/4" x 4" FLUSH GLAZE SYSTEM GPI-SP1P12 NO '' GPI-SE1�O 42ITN REINFORCING INTERMEDIATE HORIZONTALS m m , NO MOIMINIIMI LIIMMILIEINIU ND7 - 1■,,,\,■ I Iii OIEINIIININIM it ,I,,,,'. ENIIM ILINIMMIE „-.,, ■EEIN. OEM T i L , MININIONO 0, MOM ON ■EISINNI ON SPAN a `,1•"��ESPAN ,."., -EI--'. `._ lEIIIIEINNI ,NI.�M. n IM„'ta` r -.. OM MNI.` O. OEM o „'INM"1111116, ,L INOOMIEN NI`t\M. NEM OWN _ . ,,,IIII`�� T. Mk MS lall 26 35 45 CO 6s MULLION SPACING - INCHES • m 1 -3/4" x 4" FLUSH GLAZE SYSTEM 76 25 30 40 00 66+ MULLION SPACING - INCHES 76 1-3/4" x 4" FLUSH GLAZE SYSTEM 1 -3/4" x 4" FLUSH GLAZE SYSTEM GPi-SE1m2 ND REINFORCING + GPI-SP1ig5 4PiRN INTERMEDIATE HORIZONTALS CPI-SD& . DPI-5P1PIU 4PJTY INTERM£OIATEGHORIZONTALS -, MOIMINIIMI LIIMMILIEINIU ND7 - 1■,,,\,■ I Iii OIEINIIININIM it ,I,,,,'. ENIIM ILINIMMIE „-.,, ■EEIN. OEM EIMISIIMMIIINMIN MININIONO 0, MOM MOWER ON a `,1•"��ESPAN ,."., `._ lEIIIIEINNI ,NI.�M. n IM„'ta` OM O. OEM o „'INM"1111116, INI., NI`t\M. NEM OWN ■■.'SI„■' 76 25 30 40 00 66+ MULLION SPACING - INCHES 76 1-3/4" x 4" FLUSH GLAZE SYSTEM 1 -3/4" x 4" FLUSH GLAZE SYSTEM GPi-SE1m2 ND REINFORCING + GPI-SP1ig5 4PiRN INTERMEDIATE HORIZONTALS VITH imi, VITH SNTC- RMEOLAT6 HORIZONTALS MOIMINIIMI LIIMMILIEINIU NO ,,,,N„■.,NO■ Iii ,.-.,, it ,I,,,,'. ENIIM „-.,, ■EEIN. EIMISIIMMIIINMIN „OINO„Ei, ,„■„EN,. INseOMOINNI► MICRO MOM imam a `,1•"��ESPAN lEIIIIEINNI ,NI.�M. n IM„'ta` ,M,BI.■ o „'INM"1111116, ISTEMINIINIO 25 20 46 5S 66 MULLION SPACING - INCHES 76 2 a 5 20 70 45 55 66 MULLION SPACING - INCHES 75 NDLL SPAN MULLION SPACING NO INTFRMFDIATF HORI7ONTAI NULL SPAN MULLION SPACING WRH INTFRI EDIATF HORIZONTAI S PRODUCT RENEWED 6b- .©74 -ro "D D4 ACCG•PPANCENa nA PE / tssSY' • TlON DATE f'4141��„� /- 2 °3' By CONTROL CODE COMPLIANCE DEC • • • • •• • • La 0 •0.• • • •55• •••• • N •••• • 4100. 00.11 • • • • •00• •000 -•:1?: . •••• • 00 60 041110 • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Nay -s immirrer19 PRGOUC 1TRW. DIM ON LJ BUILDING CODE CODIPEIANCE.AWICE ACCEPTANCE ND.q /-626.< ©'Z roww ng no. 97-02 tenant 3.of 4 ) GPI -9C7d2 * GPI -S��B VITI4 REINPORGING 4�RY imi, VITH SNTC- RMEOLAT6 HORIZONTALS MOIMINIIMI LIIMMILIEINIU NO ,,,,N„■.,NO■ ,.-.,, it ,I,,,,'. ENIIM „-.,, ■EEIN. EIMISIIMMIIINMIN „OINO„Ei, ,„■„EN,. INseOMOINNI► MICRO MOM 5 20 70 45 55 66 MULLION SPACING - INCHES 75 NDLL SPAN MULLION SPACING NO INTFRMFDIATF HORI7ONTAI NULL SPAN MULLION SPACING WRH INTFRI EDIATF HORIZONTAI S PRODUCT RENEWED 6b- .©74 -ro "D D4 ACCG•PPANCENa nA PE / tssSY' • TlON DATE f'4141��„� /- 2 °3' By CONTROL CODE COMPLIANCE DEC • • • • •• • • La 0 •0.• • • •55• •••• • N •••• • 4100. 00.11 • • • • •00• •000 -•:1?: . •••• • 00 60 041110 • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Nay -s immirrer19 PRGOUC 1TRW. DIM ON LJ BUILDING CODE CODIPEIANCE.AWICE ACCEPTANCE ND.q /-626.< ©'Z roww ng no. 97-02 tenant 3.of 4 ) (sheet 4 of 4 ) in ANCHORS TYPE A ANCHORS TYPE A ANCA1 C11 ] ANGHDR AT EA. SIDE OF MULL \1► \ \`1 ► \111 NM \\\ \1111i■ Wm „►".,�`' lie ,7; MUL En Rs' NINE MINIM& ■„".ki ME ,\ ."'1110. "111,.,, EIBEISMIN EllMard MIMMIMMII - 11111111111111,2111111 NNW El ANCHORS TYPE A (2) ANCHORS AT EA. SIDE OF MULL ANCA2 M■ ■■,,,IE!7 ■MIM,, 'MI m , `M,`' MatailliEll .■`r"'A■ . n_ 111000151111 EA.� `��= ANCHORS TYPE B Cl] ANGHDR AT SIDE OF MULL •• 25 35 45 55 65 MULLION SPACING - INCHES 5 LL r+ a- la ❑rl • zm 0 D' t.O .n 25 ANCHORS TYPE A IIIENNIMMEMEE- \1► \ \`1 ► \111 NM \\\ \1111i■ Wm „►".,�`' Rs' MINIM& ■„".ki ME ,\ ."'1110. EIBEISMIN EllMard - 11111111111111,2111111 NNW El ANCHORS TYPE A (2) ANCHORS AT EA. SIDE OF MULL ANCA2 M■ ■■,,,IE!7 V000 BUCKS NOT BY GOPI MUST SUSTAIN LOADS UMDSED BY GLAZING SYSTEM 35 45. ... 56 '7„766 7"75 MULLION SPACING - INCHES DESIGN LOAD - PGF ANCHORS TYPE B I ,",M.'■EEMI 7i : IMIN►\ \t\\�� Rs' MINIM& ME - 11111111111111,2111111 _ ■■,,,IE!7 'MI m MatailliEll . n_ 111000151111 EA.� `��= ANCHORS TYPE B Cl] ANGHDR AT SIDE OF MULL •• 25 35 45 C5 • 6S MULLION SPACING' - SNIPES RRODUer1a.1 tAnD PRODUCT RENEWED ACCEPTANCE Na 09 77Zb • la 64f/2003 BY CONTROL fl r +:•G CODE CO.MPLIAiNCE."'�. • O i w S •••7151 • raztlesbirs woos •••• • •••• • • •••• •••• ANCHOR C) 1/4. 0 TAPCONairal�BUCK D(r j NRY 1 -1/4' MIN. MENT ANCHOR 08 1/4' 0 TAPCON • 1 -1/2' 1/NI MUM B • • • • TYPICAL SPACING AT 6- FROM CORNER! • AND 13' O.C. MAX. • • •••• • • • •• • Engn DB. NUM4YDUK FANDD0 STNUCNRES FLA., PE I 18947 ••• • • • •• APPROVED A8 COMPLYING WITH TUE SOUTH FLORIDA BUILDING CODE OAT' R 192' . ar � (�'�U - ' • ' 90L 11IVISiBN BUILDIHO CODE COMPLIANCE OFFICE ACCEPTANCE NO (4'1-n_S•Q2• o oalB U a In n' (IA • acig • •••• drawing no. 97-02 NMCIEETM APR 0 4X007 BY: qZc BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa- Locka, Florida 33054 • • • • .. .. ... .. .. • • • • • .... .... • ... • . . • • ... • • .. • . .... MIAMI -DADE COUNTY, FLORIDA MUl .O -DADE FLAGLER BUILDING 140 PV$STAAGLER STREET, SUITE 1603 • • • • . • MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 .... • .. • • .. .. • • • • • ..... S. SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This ,IZQA ,shall not be valid after the expiration date stated below. The Miami -Dade County Product Control. Division (In.Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter • APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The. NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approve r�c ej t'�ne�ito ed above. The submitted documentation was reviewed by H NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 MARKING --i 1315' r 22ga: t =0.029' 4 (LOCATION OPTIONAL) ` GALVANIZED P. r 1312' r � t I I / 1.1 1-L151'- l 1.18 ►• -1 F- 1.781' BAac - • • •• • • • • • • • 1315' r PRODUCT 4MGON4 • i • (LOCATION OPTIONAL) .1.000' r-- 2.062' • • • • ••• • • • • •• •• • • • • • • • • • • • • • • ••• '44-20 S.S. STUD- E 12500' PANEL COVERAGE 14.438• PANEL LENGTH STORM PANEL 0MIN MAN i 0325111 L500' ' TYP. MAX ® STUDDED ANGLE ® SUILDOUT /CLOSURE ANGLE 0 0125• TYP. .• ROLL BAOc -I 13n r ••• 15,, • •••T klr g�.0 • 62 I1.181• -i • II Imo• MINE I 5.000' MAX GENERAL NOTES: 1. THIS SHUTTER SYSTEM HAS SEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAG 201 FOR LARGE MISSILE IMPACT. TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333`- INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE'DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WI-EN ASCE 1 -98 IS USED TO CALCULATE PRESSURES FOR USE U.ITI4 THIS PRODUCT, THE USE OF A DIRECTIONALITY FACTOR Kd *085 15 ALLOWED. 4. THE S1-RITTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL•PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEdIACY -OF THE • EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL 13E 22ga STEEL (GALVANIZED THICKNESS t=0.029' MIPU CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 80, G-90 GALV- COATING WITH A MIL Fy =92.0 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM' OF ONE MARKNG PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PROD. CONTROL APPROVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO T:E MAXIMUM M SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAMI. FL. TEST REPORT No. 02 -041 • 10. TOP t BOTTOM DETAILS SI -ICUN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'H' OR 'U' HEADERS. II. ALL BOLTS • WASHERS SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MNIMUM TENSILE STRENGTH OF 60 RC51. 0062' • • • • • •• I••• •l0 .250• • I� 1181'H • • • • 4)'4• HEADER •• is • • • • ••• •• • 1 tega TYP ft Ct = 00516' GALV STEEL. GRADE 50) I 100' MIN. I 5.000' MAX O J -PAN CLOSURE It 2.043' - 1815' 0.093 0.015 et JJ- av .063' I- 1.931' --1 O TOP '14' TRACK 0.0X6 al l II Leer 14 BOTTOM 'H' TRACK TYP 03 � � 050' 0 r 0-; -r m02 I 0 r2 '7 r . m sv 0388'- --{ 33 15' MAX. 0.191'-' j 0315iir 41315' i I I 0.189'. 1090 W n 0320' TTr 0500' T 0.410• iF --O'• 0.650 �, ® 'U' HEADER ® BUILD- a!T.'F• TRACK ® 'F' TRACK 400' 'IyS.a� 1.000; ia030T ' I 1.0 25• I I `EW �s0• 412 ad� m \ - -6 50' 000 0.150' 0.063' n 865' t = 0.015' MIN.. TYP j II KEYHOLE WASHER ®LIEVP DEEP TTPICdL 11111 STEEL GRADE REWIRED &CY FOR OBE BETH TRhJG .. MEAD ANOIDR3 • CALK -IN, 0.215' F0.452' r- hs5' 7llt} 1.181' WIDTH UNLIMITED (PEW. TO PANEL SPAY() TOP MOUNT (CONY TYPE AS REOD) TYP. SECTIONS OWASHERED WINGNUT I0 (ZAMAC 3 ALLOY) 261' I 5313' g• 3 49' 1.935' J • 0.063 1.0:053' 0.125' 0.063' 0 ® TOP 'U'. TRACK 4-20 S.S. SIDEWALK OR MACHINE BOLT I WASHERED WINGNUT • 24' O.C. TYP. �EXISTING WIIDOW IS GA. GALV. STEEL BENT PLATE (0.0415' MM. THK) OR 2'x2'x)25' 6063 -T6 ALUM. ANGLE -1 4' MAX ® CORNS -R CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO IS TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.73) BUILD-OUT DISTANCE EXISTING CONCRETE. HOLLOW BLOCK OR UfOO FRAMING. ALUM. ANGLE ® J -PAN CLOSURE PIECE Q9 (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER o IS' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81psF (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE. ANCHOR). FOR DESIGN LOADS GREATER THAN S1par,USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS o 10' O.C. OBUILD -OUT MOUNT CLOSURE DETAIL N.T.S. y 025' MAX EXIST. CONC. HOLLOW BLOCK OR WOOD FRAMING. 100©' /r 2.00' MIN. /W F W 1.93`1• 0..163' 0.063' I V r0.125' 0053• .4 1 0.093' -11- I � I 5313' 0.093' 16 BOTTOM 'U' TRACK BOTTOM PIOUNIT (CONN TYPE AS RECD) A TYPICAL MOUNT ELEVATION N.T8. E> ISTNG CONCRETE. HOLLOW BLOCK OR WOOD FRAMING -O WALL MOUNT CLOSURE DETAIL D N.T.S. TOP PIO NT (COMI TYPE AS RECYD) OPTIONAL '4 -20 STITCH BOLTS WITH WASIERED WINGNUTS FASTENED o OVERLAPS • 1'UDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW Rojo• 1 MAT OE AT TOP • COTTOM 0W PI EDGE DIST. LAST PANEL TYPICAL PANEL A90VE BEFORE PANEL O StRICT10N OBSTRUCTIONS M-AP BOTTOM MOUNT CCTIN TYPE AS RECD) ✓ ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. o- BOTTOM 3 Z 1 r4 NIT i o (C()N•I TTFE p AS RECD TOP NOWT. mow-TYPE 9 AS RECD) U a a O PANEL BELOW OBSTRUCT/04 TYP. PANEL OVERLAP OPTIONAL . -20 STITCH BOLTS WITH WASIERED WINGNftS FASTENED • OVERLAPS o PUDSPAN (USE APPROPRIATE SPAN TABLE) S TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION B N.TS. 0100' OVERLAP N. MINII JM FASTENER • IS' OL. FOR DESIGN LOADS LESS THAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER ' ' THAN S1paa. USE ALUM ANGLE CL0511RE EMBED PIECE ONLY WITH ANCHORS S 10' OC. TRAP MOUNT CLOSURE DETAIL u N.T.S. 025' MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING AppIIIV2d 8S EattplY"'E TI:'l1h the Florida Bnl Iflg C o 03 13de 0 /c,0 �- [s1>7ttJRF b'G,� 117-0. O� Wand D£de PratlUd Caard 13ih BY .FRANK L. E). IARDO, P=. 'PE0046549 O w ZZ Z W W TV Z - J Nin ZtO t0 I1_ 4 4 r4 O Q M-1 0 ‘, 01 C( z -±- 5 ? W ILLr8 Z W Z X W w X 6 LL 1. 0 14 1 Z m � 4� J � ,• n B E 0w N Q ▪ E 40 VlW CV � .W j) I VISIONS DESCRIPTION DATE =NTT CQT¢NTS 40.03 SCALE: 3• = I• DRAWN SYc CL LHC{.KED pT : FLB PRIM- DATE: 11/18/02 DWG •: 02- 868 -111 SN�F.T: I OF '4 i rill I! I "• MAX ,e, . . GAP '/' LOTR Cy] BOTTOM MOUNT CCTIN TYPE AS RECD) ✓ ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 9® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. o- BOTTOM 3 Z 1 r4 NIT i o (C()N•I TTFE p AS RECD TOP NOWT. mow-TYPE 9 AS RECD) U a a O PANEL BELOW OBSTRUCT/04 TYP. PANEL OVERLAP OPTIONAL . -20 STITCH BOLTS WITH WASIERED WINGNftS FASTENED • OVERLAPS o PUDSPAN (USE APPROPRIATE SPAN TABLE) S TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION B N.TS. 0100' OVERLAP N. MINII JM FASTENER • IS' OL. FOR DESIGN LOADS LESS THAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER ' ' THAN S1paa. USE ALUM ANGLE CL0511RE EMBED PIECE ONLY WITH ANCHORS S 10' OC. TRAP MOUNT CLOSURE DETAIL u N.T.S. 025' MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING AppIIIV2d 8S EattplY"'E TI:'l1h the Florida Bnl Iflg C o 03 13de 0 /c,0 �- [s1>7ttJRF b'G,� 117-0. O� Wand D£de PratlUd Caard 13ih BY .FRANK L. E). IARDO, P=. 'PE0046549 O w ZZ Z W W TV Z - J Nin ZtO t0 I1_ 4 4 r4 O Q M-1 0 ‘, 01 C( z -±- 5 ? W ILLr8 Z W Z X W w X 6 LL 1. 0 14 1 Z m � 4� J � ,• n B E 0w N Q ▪ E 40 VlW CV � .W j) I VISIONS DESCRIPTION DATE =NTT CQT¢NTS 40.03 SCALE: 3• = I• DRAWN SYc CL LHC{.KED pT : FLB PRIM- DATE: 11/18/02 DWG •: 02- 868 -111 SN�F.T: I OF '4 i t • EMBED c3 CONNECTION TYPE REFERENCE ANCHOR SC$EDU.E T3 FOR MAX. SPACING • SHORT LEG MAY BE. a REVERSED TOWARD THE OPENING • • 0500 EO EO • • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • ••• • • S. •• • • • • • • • • • • ••• • • • • • • • • • • • • ••• CI =le TEK SCREW OR 14 -20 MACHINE SCR=W4 NUT •16' o.C. (TYP ALL Set COPINCCTIONS EXISTING GLAZING 'REQ'D SEPARATION FROM GLASS (REF. TABLE TV o- w D EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE 13 BASED ON TYPE OF STRUCTURE) 0500' O ■f' rii�i= -T O 1/4 -20 X 3' ss. C2 Ca lECTION TYPE t SCREW REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING OBUILD -OUT MOUNT SECTION G N.T.S. CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. (REFERENCE ANCHOR S,#EDULE 13 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EDGE DUST, EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRRUCTURRE. EXISTING GLAZING . REEQ'D'SEPARATION FROM GLASS (REF. TABLE T2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5C& D. EASED ON TYPE OF STRUCTURE 44 -20 x 32' S.S. MACHINE SCREWS C I2.5 O.C. G2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MA)(. SPACING F TRACK/DIRECT MOUNT SECTION N.T.E. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.BASED ON TYPE OF STRUCTURE OWALL MOUNT SECTION NIA. EMBED. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. sEE ANCHOR SOWED. BASED ON TYPE OF STRUCTURE. C3 QaElfsCTIO.V TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACfi1G 0.500• %.1d) w0 0250' EXISTING.] GLAZING w� w0 025' EMBED. 44 -20 X '2' 55. MAC14NE SCREW W! WINGNUT 5125' • 02 CONNECTION TYPE REFERENCE ANCT-OR SCHEDULE T3 FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED..BASED ON TYPE OF STR CTUM. G4 CONNECTIO4 TYPE ERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABLE Load W (ps° No Stitch Bolts L, (ft) Stitch Bolts At Midspan l-MAX (ft) 25 10' - 7" 10' - 7" 30 10' -5" 10' -5" 35 10' -0" 10' -0" 39 9'- 9" 9'- 9" 40 9 -8" 9' -8" 45 9' -4" 9' -5" 49 8' -11" 9' -3" 50 8' - 10" 9' - 2" 55 8' - 5" 8' - 11" 58 8' - 2" 8' - 10" 60 8' -1" 8' -9" 65 7 - 9" 8' - 3" 70 7 - 6" T - 8" 72 T -4" T -6" 75 T -2" T -2" 80 6 - 9" 6 - 9" 90 6- 0" 6' - 0" 100 5 -4" 5 -4" 110 4' - 10" 4*- 10" 120 4'- 6" 4'- 6" 130 4'- 1" 4'- 1" T2 MINIMUM SEPARATION Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 10' - 0" 3.00" 3.00" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8''- 8" 2.75" 2.41" 9' - 4" 2.92" . 2.92" 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 - 224 SPAN SCHEDULE NOTES: TABLE T2 NOTES: L ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING WOOD TRUSSES • 24' O.G. MAX. I. ENTER SPAN SCH=aULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PALL SEPARATION FROM GLASS OR DOOR TO BE PROTE(.1tU. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EMBED EXISTING GLAZING - REED SEPARATION FROM GLASS (REF. TABLE T2) 44- 20x32'5.5. MACHINE SCREWS 0 125' O.G. LEG DIR, MAY BE' REVERSED' 025' J W 4a Ow W w Al X Z JIL EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3)14'3:2' EMBED LAG SCREWS o EACH TRESS (24' O.C. MAX) 4'xti2'x0.041S- MN STEEL TUBE 'U. HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (AS DESCRIBED ABOVE) s TRUSSES 4'14 511.5 TO PLATE O 6' O.C. BETWEEN TRUSSES CEILING/FLOOR MOUNT SECTION KTS. CONN^cTI0N TYPe REFERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING EXISTING GLAZING iEQ D SEPARATION FROM GLASS (REF. TABLE 12) OTRUSS MOUNT SECTION N.T.S. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING, SEE ANCHOR SO-ED. BASED ON TYPE OF STRUCTURE. Lmax = 8' -0' (MAX SPAN) MAX DESIGN LOAD = :60 psr ALUM OR GALV STEEL SPACER AS REQ D. EXISTING GLAZING OOFFSET WALL MOUNT SECTION 3CT 5. Cl CONNECTION TYPE ANCHORS TO BE AT 125' OR 6.2S' O.C. (REFEFL=NCE ANCHOR SCMEDULE 73 FOR MAX. SPACING). USE !Z =MOVABLE ANCHORS ONLY EXTERIOR WALL FINISH. PROTRUDING FROM MOUNT ING.SU RACE 0Q Uz _NZ E W Z z W LL u.' J ac U Z W Z Z }m J u 1[_ C N O D. 0 V/ Z 0 11 REVISIONS D =SORIPTION cowry CQ'!>EMT5 DATE I/L03 SCALE: 3' = 1' DRAWN BY CL (.HC(.K-0 $Tv FLB PRFN I PAM: II/I8/02 DUG =c 02_868 -III 5NEET: 2 OF 4 ■ PENETRATION OR EMBED. r ' W4I1L REOD GLASS SEP. D15T. (SEE TABLE EXISTING T2 FOR MINIt IA 1) GLAZING • • ••• • • • ••• • • • • • • EXISTING CONCRETE. • S • HOLLOUJ BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRICTURE. • • • • C.ONNEGTI � • • • • • R EFERENCE • R • SCHEDULE T4 FOR • • MAX. SPACING 0500' •• • —f • • B'Q• • • rR� •• • • { 1 Z —I C of �OW sEI �CL 0 • n,iTlilIAL INTERIOR MOUNT INSTALLATION DETAILS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. iFEE.6NCHOR Sr D. BASED ON TYPE OF STRUCTUIE. CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK • OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRIC1Ur OWALL 1'1OUNT SECTION WALL MONT TRACKS. N.T.S. 0.500• 6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE CF STRUCTURE. /LEG MAY BE BENT TO 30deg MAX EXISTING GLAZING L365• 1.365• EXISTING GLAZING CO CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIf AAM) PT CONN TYPE REF. ANCHOR SCNED. T4 FOR MAX SPACING 1365' OWADER/SILL MOUNT SECTION TRAP MaNT TRACKS ON ANGLE. KTS. - MAY 5E BENT TO 30deg MAX N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS. N.TS. CONNECTION TYPE REFERENCE ANICNOR ewe E T4 FOR MAX. SPACING PENETRATION OR EMBED. wo EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. ii .41. C5 CONNECTION TYPE -7 _L00• MAx REFEREE ANCHOR SCHEDULE T4 FOR MAX. SPACING GLASS SEP. D1ST. (SEE TABLE 72 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING V EMBED. • 0500' DIRECT WALL MOUNT SECTION BOTTOM DIRECT. WALL tiara (IWF. DETAIL 'S'7, 0 OHEADER TRACK ISOMETRIC TOP TRACK N.T.S. CLIP LOCKS END PANEL FLUSH AGAINST. TOP TRACK (I)•HEADER END CAP • END W/ (2) X14 5M5 TO TRACK (I) 1'x2'x0_092'xP/s' ANGLE s END W/ (2) •14 Sr* TO TRACK TOP 'H' -TRACK OR TOP 'U' -TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) OPTIONAL PLASTIC KNOB, TO EASE•PANEL SLIDING (NCIN-STRJCTURAL, SEE DETAIL TO LEFT) 1•x030' PERFORATIONS • AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS / BOTTOM • -OR BOTTOM TRACK TRACK (FASTEN TO STRUCTURE PER • DETAILS M, N 10 TO LEFT) R SILL TRACK ISOMETRIC BOTTOM TRACK, N.TS. Approved as cooeplying with the Florida In e Daft 61 ts/ 003 NOM n2, -tMMa• o7 Miami Dade Product ' Division itr OPTION A: (3) Iia' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO PANELMATES I (1) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. I 6' MAX TYPICAL 6' MAX TYPICAL (2)'4 -20 SS. STITCH BOLTS W/ WINGNUTS I EACH.SIDE OF LAST PANEL I OPT. A: 2'x2' MAX. NOTCH IN LAST PANEL 'AROUND WNGNUT ODIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIZ.CT WALL MO1NT (1mF. DETAIt 'Mt KT .5. C.4 712 EE 11(471 Qz IIILL dt Qz - • Z X W z X0LLZ� LL • 41 O • 4 � Z u.. u - _j '4-• 0 a 'T1 e OPTION B: (2) r "a'.ELCO PANELMATES AT BOTTOM • OF ADJACENT PANELS OPT B: (I) K4 -20 PPI)ER S CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH REO'D) REVISIONS DESCRIPTION couerr corteas DATE KAW SCALE: • _ • (UN.O.) `'.AWN 5Y: CL (..HEGKL`LJ bT : FLB Pr1NT DAIS: IVI$/02 DNk.'- •: 02 -565 -III- SHEET: 3 0F 4 __.■ / ANCHOR SPACING SCHEDULE ... . . • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • ••. • • • • • • • • • ••• U ANCHOR W N LOAD (psi) SPANS UP TO 5.50 CONN TYPE C1 C2 C3 ft C4 0 4 2.5" EDGE DISTANCE IS•UP .•S1.61 • • ;ES • • • • CONN 7141E • C1 C2 C3 CA �Pt.:t;P NS 10.67 ft • Q • CONN TYPE C1 C2 C3 C4 w w• U z 0 0 1/4" x 1 -3/4' EMBED ELCO TAPCON (NUN 3320 PSI CONC) Tcap (Ib) = 483.00 Vcap (Ib) = 475.00 39 49 58 72 130 12.5" 16.0" 16.0" 16.0" 125" 16.0" 16.0" 16.0" 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.E 16.Q" 1,¢:0",36.1Z 145" ZQ ":1:6;131 -31'7 12'5; 26.0":8r"i11.1: 125" ¶6.8" 8.0" • 10.3" 12.5" 16.0" 8.0" 10.3" ,2.5;.16.0" 11.9" 13.5" 02.8; 16.0" 8.4" 10.7" 12.5" ;16.0" 8.0" 103" 12.S. 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 1/4"x7/8" EMBED ALL- POINTS SOUD-SET LEAD SHIELD ANCHOR * Tcap (lb) = 428 Vcap (Ib) = 429 39 49 58 72 130 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.5" •12.7" 12.5" 16.0" 71" 92' 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 102" 11.8" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 11" 92" 12.5" 16.0" 7:1" 9.2" 12.5'16.0 "10.6"121" 12.5" 16.0" 7.5" 9.5" 12.5" 16:0" 7.1" 9.2" 12.5" 16.0" 7.1" 92' 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED ELCO PANELMATE (MIN 3350 PSI CONC) Tcap (Ib) = 372.00 Vcap (Ib) = 565,00 * 39 49 58 72 130. 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 14.9" 16.0" 125" 16.0" 10.0"13.3' 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 62" 9.6" 12.5" 16.0" 62" 9.6" 12.5" 16.0" 92" 12.6" 12.5" 16.0" 6.5" 9..9" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 62' 9.6" 12.5" 16.0" 6.2" 9.6" 1/4" x 1 -1/4" EMBED 39 125" 18.0". 16:0" 15.8" 12.5" 15.5" 7.8" 9.9" - 12.5" 12.6" 5.4" 7.9" ELCO TAPCON 49 12.5" 16.0" 12.7" 12.5" 6.25" '12.3" 5.2" 7.7" 625" 10_0" 3.8" 6.2" 58 12.5" 16.0" 8.7" 10.5" 625" 10.4" 4.0" 6.5" 6.25" 9.7" 3.6" 6.0" U Tcap (Ib) = 218.00 72 125" 132" 5.9" 8.3'• 625" 9.7" 3:6" 6.0" 625" 9.7" 3.6" 6.0" o . Vcap (lb).= 398.00 130 . 625" 9.7" . 3.6" . 6.0" 625" 9.7" 3.6" 6.0" .625" 9.7" 3.6" 6.0" m 1 /4"x7/8" EMBED 39 12:5" 16.0"' 16.0" 16:0" 12.5" '16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" z ALL- POINTS SOUD -SET 49 125" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 62' 6.6" O LEAD SHIELQ.ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" - 5.9" 6.4" U Tcap (Ib ), = 358 72 125" 16.0" 9.6" 8.8" 12.5"' 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 0 Vcap (Ib) = 249 130 , 125" 15.9" .5.9" 6.4" 12.5" 15.9" 5.9" 6.4" . 12.5" 15.9" 5.9" 6.4 "' -1 1/4" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 122' 12.5" 14.5" 7.3" 7.7" 625" 11.:8" 5.1" 6.2" • I ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0" 625" 9.4" 3.6" 4.9" * 58 125" 15.4" 82" 8.1" 625" 9 :8" 3.8" 5.1" 625" 9.1" 3.4" 4.7" Tcap (lb)= 204.75 72 6.25" 12.4" 5.5" 6:5" 6.25" 9.1" .3.4" 4.7" 625" 9.1" 3.4" 4.7" Vcap (lb) = 233.50 _130 625" 9.1" 3.4" 4.7" . 625" - '9.1" 3.4" 4.7" 6.25" 9.1" . 3.4" 4.7" 0:75" EDGE•DISTANCE 0 O 1/4" x2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap.(Ib) = 359.53 72 Vcap (Ib) = 82.97 130 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14:4" 5.1" 12.5" 16.0" 9.6" 4.1 12.5" 16.0" 6.0" #14 x 1-1/2" THREAD 39 PENETR. WOOD SCREW 49 58 Tcap(lb) = 234.00 72 Vcap (Ib) = 96.74 130 7/16" x 5/8" EMBED 39 BRASS BUSHING & 49 1/4 -20 SCREW * 58 Tcap (lb) = 231.50 72 Vcap (Ib) = 232.50 130 125" 16.0" 16.0" 12.5" 16.0" 13.6" 12.5" 16.0" 9.3" 12.5" 14.2" 6.3" 625" 10.4" 3.9" 12.5" 16.0" 16.0" 12.5" 16.0". 13.5" 12.5" 16.0" 92" 12:5" 14.0" 6.2" .625" 103" as" 12.5" 16:0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 32" . 12.5" 16.0" 6.0" 12.5" 16.0" . 6.0" 7.7" 12.5" 16.0" 6.1" 12.5" 132' 5.1" 6.25" 112' 4.1" 625" 10.4" 625" 10.4" 13.0" 12.5" 16.0" 10.3 "12.5"13.1" 8.7" 625" 11.1" 6.9" 625" 10.3" 5.0" 625" 10.3" 12.5" 16.0" 8.9" 12.5" 16.0" 6.3" 125" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 8.3" 4.8" 12.5" 13.5" 5.8" 5.6" 3.8" 625" 10.7" ' 4.1" 4.3" 32" 6.25" 10.4" 3.9" 3.9" " 625" 10.4" 3.9" 3.9" i%% 625 ". 10.4" 3.9" 8.3" 8.1" 12.5" 13.4" 5.7" 5:5" 6.4" 625" 10.6".44.0" 4.3" 5.4" 625" 10.3" 3.8" 3.8" 5.0" 625" 10.3" 3.8" 3.8" 5.0". 6.25" 10.3" 3.8" 3.9" 3.1" ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.5" EDGE DIST. t-: • SPANS UP TO 5.50 ft SPANS UP TO .8.67 ft 2. ANCHOR LOAD CONN TYPE CONN TYPE 'ui al (psf) C5 C6 C5 C6 ICONCRETE I 1/4" x 1 -314" EMBED . • 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CCN c) . 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 142' 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (lb) = 428 - 65 12.6" 16.0" . 5.3" 16.0" Vcap (lb) = 429 72 9.8" 16.0" 5.3" • 16.0" 1/4" x 2" EMBED . 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" MN 3350 PSI COW) • * 55 16.0" 16.0". 5.8" 16.0" Tcap (b) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 . 72 . 8.5" 16.0" 4.6" 16.0" 12.6" * 55 10.3" 16.0" 3.2" 10.3" Trap •(Ib) = 204.75 65 6.0" 13.7" .. j 9.1" Vcap (Ib) = 233.50 . 72 4.7" 12.4" j% /,!; 9.1" 0:75" EDGE•DISTANCE 0 O 1/4" x2" THREAD 39 PENETR. LAG SCREW 49 58 Tcap.(Ib) = 359.53 72 Vcap (Ib) = 82.97 130 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 14:4" 5.1" 12.5" 16.0" 9.6" 4.1 12.5" 16.0" 6.0" #14 x 1-1/2" THREAD 39 PENETR. WOOD SCREW 49 58 Tcap(lb) = 234.00 72 Vcap (Ib) = 96.74 130 7/16" x 5/8" EMBED 39 BRASS BUSHING & 49 1/4 -20 SCREW * 58 Tcap (lb) = 231.50 72 Vcap (Ib) = 232.50 130 125" 16.0" 16.0" 12.5" 16.0" 13.6" 12.5" 16.0" 9.3" 12.5" 14.2" 6.3" 625" 10.4" 3.9" 12.5" 16.0" 16.0" 12.5" 16.0". 13.5" 12.5" 16.0" 92" 12:5" 14.0" 6.2" .625" 103" as" 12.5" 16:0" 12.8" 4.8" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.6" 32" . 12.5" 16.0" 6.0" 12.5" 16.0" . 6.0" 7.7" 12.5" 16.0" 6.1" 12.5" 132' 5.1" 6.25" 112' 4.1" 625" 10.4" 625" 10.4" 13.0" 12.5" 16.0" 10.3 "12.5"13.1" 8.7" 625" 11.1" 6.9" 625" 10.3" 5.0" 625" 10.3" 12.5" 16.0" 8.9" 12.5" 16.0" 6.3" 125" 16.0" 6.0" 12:5" 16.0" 6.0" 12.5" 16.0" 6.0" 8.3" 4.8" 12.5" 13.5" 5.8" 5.6" 3.8" 625" 10.7" ' 4.1" 4.3" 32" 6.25" 10.4" 3.9" 3.9" " 625" 10.4" 3.9" 3.9" i%% 625 ". 10.4" 3.9" 8.3" 8.1" 12.5" 13.4" 5.7" 5:5" 6.4" 625" 10.6".44.0" 4.3" 5.4" 625" 10.3" 3.8" 3.8" 5.0" 625" 10.3" 3.8" 3.8" 5.0". 6.25" 10.3" 3.8" 3.9" 3.1" ANCHOR SPACING SCHEDULE T4 (INSIDE MOUNT PANELS, WALL MOUNT) 0.75" EDGE DISTANCE 3.9" 3.1" 6.6" 5.2" 5.0" 5.0" 5.0" ANCHOR NOTES: I. SPANS AND LOADS 54doUN HERE ARE FOR DETERMINING ANCWOR SPACING ONLY. ALLOWABLE STOR-1 PANEL SPANS FOR SPECIFIC- LOADS MUST BE LIMITED TO THOSE SHOWN N MAX ALLOWABLE SPAN SCHEDULE (TABLE' 'TI'). 2. ENTER ANCWOR 5C( -EDULE BASED ON TI-P EXISTING STRUCTURE MATERIAL t ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SWEETS 2 . 3 FOR IDENTFICATION OF CONNECTION TYPE) 4. ANCHORS SL4ALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOI" G"ENDATIONS. 5. W14'ERE EXISTWG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =LSTENERS Ai E INTO ADEQUATE wooD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53, 65 Vcap (Ib) = 82.97 ' .72 16.0" 16.0" 16.0" 10.6" 82" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 vcap:(1b) = 9674: 72 7/16' x 5/8" EMBED BRASS BUSHING & • 1/4-20 SCREW Tcap (Ib) = 231.5Q Vcap (Ib) = 232.50 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 39 45 * 55 65 72 16.0" 16.0" 11.7" 6.8" 5.3" 16.0". 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 16.0" 5.5" 142" 3.6" 11.7" % 10.3" 10.3" i ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.5" EDGE DIST. t-: • SPANS UP TO 5.50 ft SPANS UP TO .8.67 ft 2. ANCHOR LOAD CONN TYPE CONN TYPE 'ui al (psf) C5 C6 C5 C6 ICONCRETE I 1/4" x 1 -314" EMBED . • 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CCN c) . 55 16.0" 16.0" 7.5" 16.0" Tcap (lb) = 483.00 65 142' 16.0" 6.0" 16.0" Vcap (lb) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4"x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (lb) = 428 - 65 12.6" 16.0" . 5.3" 16.0" Vcap (lb) = 429 72 9.8" 16.0" 5.3" • 16.0" 1/4" x 2" EMBED . 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" MN 3350 PSI COW) • * 55 16.0" 16.0". 5.8" 16.0" Tcap (b) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 . 72 . 8.5" 16.0" 4.6" 16.0" 0.75" EDGE DISTANCE 3.9" 3.1" 6.6" 5.2" 5.0" 5.0" 5.0" ANCHOR NOTES: I. SPANS AND LOADS 54doUN HERE ARE FOR DETERMINING ANCWOR SPACING ONLY. ALLOWABLE STOR-1 PANEL SPANS FOR SPECIFIC- LOADS MUST BE LIMITED TO THOSE SHOWN N MAX ALLOWABLE SPAN SCHEDULE (TABLE' 'TI'). 2. ENTER ANCWOR 5C( -EDULE BASED ON TI-P EXISTING STRUCTURE MATERIAL t ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. SELECT CONNECTION TYPE EASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SWEETS 2 . 3 FOR IDENTFICATION OF CONNECTION TYPE) 4. ANCHORS SL4ALL EE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOI" G"ENDATIONS. 5. W14'ERE EXISTWG STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT =LSTENERS Ai E INTO ADEQUATE wooD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (lb) = 359.53, 65 Vcap (Ib) = 82.97 ' .72 16.0" 16.0" 16.0" 10.6" 82" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 16.0" 16.0" #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 vcap:(1b) = 9674: 72 7/16' x 5/8" EMBED BRASS BUSHING & • 1/4-20 SCREW Tcap (Ib) = 231.5Q Vcap (Ib) = 232.50 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 39 45 * 55 65 72 16.0" 16.0" 11.7" 6.8" 5.3" 16.0". 16.0" 16.0" 15.5" 14.0" 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 8.0" 16.0" 5.5" 142" 3.6" 11.7" % 10.3" 10.3" i ANCHOR SPACING SCHEDULE T5 (INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 7.5" 5.2" 3.4" 15.5" 13.4" 11.0" Tcap (lb) = 218.00 65 . 6.4" 146" • %,/ The followin originall • pages were attached to plans with the following permit # WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings WI Ht <= 60 ft a = 4.5 =_> a - -1-.2-- 2 1 2 -3. a a a Gabled Roof 7 < Theta < =45 4.50 ft Double Click on any data entry line to receive a help Screen Component Width (ft) span (ft) Area (ft^2) Zone _ GCp Nind Press (Ib /ft" 2 Max Min Max Min WINDOW W -1 4 7 28.00 4 0.92 -1.02 ' 51.00 -55.64 DOOR 3 7 21.00 4 0.94 -1.04 52.02 -56.66 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/12/2006 Page No. 2 of 2 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: CASA TOSCANA, 9840 NE 2ND AVENUE. MIAMI SHORES, FL User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or IV II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 9.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.50 ft Width Perp. To Wind Dir (B) 48.00 ft Width Paral. To Wind Dir (L) 45.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.26 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 IFor rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Gust Factor Category H: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) ^0.167 0.2281 Enclosed Buildings Lzm I *(zm/33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9198 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8828 Gust Factor Summary G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used I 0.85J Fig 6-5 Internal Pressure Coefficients for Buildings, Gcai Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/12/2006 Page No. 1 of 2 • c> 0 NM 0 7 200/ BY: _ .A‘ 0 INSTALL NEW CONC. BLOCK TIE COLUMN TO FILL BETWEEN EXISTING COLUMN & WINDOW. FINISH EXTERIOR TO MATCH EXISTING. UNE OF TIE BEAM ABOVE. WINDOW TO FRAME INTO TIE BEAM. UNE OF WALL AT INTERIOR UNE OF EXISTING BLDG. COLUMN. WINDOW TO FRAME INTO COLUMN. NEW STOREFRONT WINDOWS. EXISTING BRICK FACING ON EXTERIOR WALL NEW CONC. CAP w/ 2- #5 BARS CONTINUOUS 8- 00 T •+ J UNE OF EXISTING BLDG. COLUMN. EXISTING PARAPET WALL EXISTING OVERHANG EXISTING 2ND FLOOR WINDOWS EXISTING OVERHANG EXISTING DECORATIVE FASCIA EXISTING OVERHANG q EXISTING GROUND FLOOR WINDOWS TO REMAIN EXISTING BRICK FACING ON EXTERIOR WALL EXISTING ENTRY DOOR TO REMAIN #5 BAR BENT TO EXTEND 12° x 12" INTO CONC. SILL & COLUMN. 24'-10° #5 BAR BENT TO EXTEND 12° x 12° INTO CONC. SILL & COLUMN. ELEVATION • STOREFRONT WINDOW " Shor— ilia* - SCE WITH AU. FEDEFIAL STATE AND COUNTY RULES AND REGULATIONS EXISTING BLDG. COLUMN. —\ LINE OF EXISTING BLOCK WALL AT INTERIOR. NEW STOREFRONT NEW STOREFRONT WINDOW TO FRAME INTO WINDOW EXISTING BLDG. COLUMN. TC -1 PART PLAN @ STOREFRONT WINDOW 1/4" =1' -0" NEW TIE COLUMN: 8° x 8° WITH (1)- #7 CONTINUOUS REINFORCING BAR IN FILLED CELL EPDXY DOWEL INTO CB & SLAB. STEPHEN K. CHIN, Architect 7695 NE 8TH AVENUE MIAMI, FLORIDA 33138 T. 305 757 1 864 F. 305 759 7749 REVISIONS: No Description Date 1 Rev. as per Field conditions 03/04/07 •••• • • • • ••.. • • • • •• • • • • • • . se II • . ' . 0000 0000 • • • • • • 0000 0000 • • • . • • • • • •• •• •• • • • • • • • • • 0000 • • • • 0000 • • • • • •• • •0. • • • PROJECT: VI • • CASA TOSCANA FINE FOODS & WINE 9840 2ND AVENUE MIAMI SHORES, FL 33138 DRAWING TITLE: ELEVATION & PART PLAN - STOREFRONT WINDOW PROJECT NO.: 2609 DRAWN BY: SKC DATE: 11/29/06 SCALE: 1/4" = 11 -0" DRAWING NO.: SK-1A