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WS-07-23776L1310 t t1°' \ Miami Shores Villagq, Building Department, /0050 N.E.2nd Avenue, Miami Shores, Florida 33118 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City Miami Shores State Florida Tenant/Lessee Name Building O Permit No. Master Permit No. IMOICEV ov262u11 BY: - -- - °- - - - - -- Electrical Plumbing SUZANNE J JACOBS Job Address (where the work is being done) 1284 NE 94 ST City Miami Shores Villa ' e County Is Building Historically Designated YES_,____. Contractor's Company Name Clark Construction Co., Inc. of Miami Contractor's Address 334 Romano Ave City Coral Gables State Florida Zip, Qualifier NO - 25-11 Mechanical Roofing '1(305) 754 -4482 Phone # 1284 NE 94 ST Zip Miami-Dade Phone Phone It Edward S Clark Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: DAddition Describe Work: $7,333 Alteration 9 Openings: Acco * * * * * * * * * * * * * * * * * * * * * * ** Submittal (Fee / � $ Permit Fee $ J Notary $ "O Training/Education Fee $ //V Scanning $ "t' Radon $ Code Enforcement $ ew io s (16); Storm 33138 ip 331381 305) 476 -9360 33134 -7246 Phone # Square Footage Of Work:1,__ epair/Replace a gels (3) —./ CCF$ ' Tecl#nology Fee $ Bond $ Total Fee Now Due (Continued on opposite side) Structural Plan Review. $ 423 ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Wells Fargo Home Mortgage Mortgage Lender's Address PO Box 10304 City Des Moines, State IA Zip 50306 -0304 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 of er the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspectionfee will be charged The foregoing instrument was acknowledged before me this day of 4 , 2001 , by 5,a, o17f Sic,* Contractor The foregoing instrument was acknowledged before me this/ day of WV, , 20( by Edward S Clark who is personally known to me or who has produced 11n i`r who is personally known to me or who has prod ucedor FL DL Ili 444 A As identification anc7 "A °,J' did take an oath. 0462- 237 - 68-340 -0 as identification and who di la oath. NOTARY P Print: My Commi, ion Expires: * ** *+.*** qtr* ***** * * *** * * * **** * * * State Certificate or Registration No. NOTARY PUBLIC: • �, 4a <f� `✓ �4 Print: - �/��('JC i�9G3, u4li My Commission Expires: '` e � ° r d � 0 1 / °` yL,o�d � i. �oRiDB �`C C'Sv Sign: 0 9 etency Holder) CB CO s;.h13G e4 s, rtificate of Competency No. eor. �i/e's ** * * *** tit ** * **' ****** **B***** **** ** * * * * ****** * * ***** APPLICATION APPROVED BY: chc 10/14/03 P Plans Examiner Engineer Zoning la Li L 1.1 U 1 4.1 Z. 11.11Jr 1711 110 f' • • ' =r" •mot °s • — Jt • • Vs PERMIT S TAX FOLIO 0 I 1 -3?QS- 018 -t}I40 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF MIAMI -DADE hi • 1 1111111111111111111111111111111111111111111 C•FH 2OO rte"R t9'9'Cg4'-'5O OR Bk 25981 Ps 0830; this) RECORDS 10/10 /2007 16103,1-06 HARVEY RUVINf CLERK OF COURT MIAiNI -DADE COOKY], FLORIDA LAST PAGE THE UNDERSIGNED hereby giv s notice that improveinents will 1►e made to certain rail pmperty. and in =contemn with Chapter 7i 3. Florida Statutes. the following infctnttution is .provided in this Notice of Cumnteneement. I . Description of prewar 2. Description ofnnprove nt: 3. a. Owuerts) names) and address: b. Interest to property: 1254 NE'14 5t. Miami Shores. n. 33133 -2047 MIAMI SHHORES BAY VIEW PR 44146 LOY J tlegal description ofthe property. and stns address if available) 44 Openings: s: Acco dio s 1l6l: Storm Panels -3): Impact Whnlows 131: Impact Doors (3l . fitZ: r �ltO.liifiC t 2 i4 N4's.4 5s ibil�Ini Sizor R gi. ';�I3S -X)`17 Owner c. Name & addtns of f to simple Nut Arntlicabte titlebcdder (if other Man owner): 4. a Contractor's name andaddreas: Clark Criustinction Co.. Inc. of Mimni dlbfp Storm-% Pm at 334 Ramona Ave. Cum] Gables. 33134 b.Cmrtractor's phone umber: 0051476-9360 orM33) 372 -5855 Fax 1105 5. ii. Surety name di address; Not Aunlicable b. Surety's phone number; c. Amount or bond: S (t O0_ 6. a. Lender's-name and address: Vial Is farm Hone: Muiiiwec PO lime 10304. Des Aiuine_1A 50306-0304_ b. Lender'sphoaeaataber; 1R6bi3344271 7. N. Persons within the state of Florida designated by Owner upon 4Vh0171 notices or other docunimas may be serval as provided by Section 713.13(I )W )7. Florida Statutes: Name: • Address: b. Phone number: NotArnili¢uble Not AnnIlmabte Not Amihcahlp ,r. a. In addition to Iumselfor herself. Owner */ designalcf al Not Applicable to rceeiven comfor the Lienor's Notice as provided in .Section 7I3.13(1)h). Florida Statuarc b. Plume-number of person or entity desigated by owner Nut Applicable P. Expiration date of \•1k17 of t'omma sa Inca texpins I year from ow slate orrevxrrdiag unless a different date is sp dial l: Six aunnhs frtaaa r rdinc sink, WARNING TO OWNER- ANY PAYMENTS MADE BY THE bwNER ArrEt TFliy EXPIRATION OF T#WE NOTICE OF COMMENCEMENT ARE [ ONSIDF.RED IMPROPER P.•1Yi9t:'1'Ts l :HOER (1)APT1•;I{ 713i'riR'f I. SF:MO N 713 1 Z. FLORIDA S PAID- TE,b'. A.sj nip RTS( IT IN Y R PAYIN[3 Ttdiit'E FOR rtt4PROYEIbJEN1 S TO YORk P O1'ERTY A NOTIt"E OF C INIENCEMI NT M('$T RF RECORD • lNB P051130 ON "fig JOfi SITE ELFDRE WE INSPECTION IF Y(iti IN END Tt) ODTMN • FINANC NG. CONSULT WITH YOUR F OR AN A ORNEYH • LIMENCEIN i 1.1. OR i:CORD N. NO Ei CrWM/41C r i of a• lg S'1ATE OF FLORIDA COUNTY OF MIAMI-DA DE The ronigoing jastrtusicnt was adnowludged harmonic this 13Y L 4 U it li ersonally known, to 0 Produced the following type of identification Os at ®r " 7-.o4 Sitauoum of msna/person srknaIE above Siguainre ufimnacr,`pors.in signing ;Marc Inspection Date: 11/28/2007 Inspector: Grande, Claudio Owner: JACOBS, SUZANNE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 1284 94 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Block: Contractor: CLARK CONSTRUCTION COMPANY INC OF MIAMI Phone Number Parcel Number 1132050100140 Lot: Phone: (305)476 -9360 Building Department Comments 16 ACCORDION SHUTTERS 3 PANEL SHUTTERS li Passed Inspector Comments JP-g (A_ 2,./' � n ‘17,c41-00 "el3 164 r- , (, � 6A--4-12-frb•- J /1.- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, January 24, 2008 Page 1 of 2 Miami Shores Village Building Department • 14.001∎LE 2htlAvenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07-° Z37— Job Name co 19 - Date 12 /b /e7 BUILDING CRITIQUE SHEET /-oAc/ Cad- icy/4-7;0.4s Med 010 ABC 7 -D.r sh a2a1 A EN 't .442?/e. Cc) gik Q€Q "reassewee, Se /55/4/f 71/6- /z-vdu Ts A fJ /Lot//31 S . ©rt% 7 64n. 0 Ahe -zt. STU /2-/1'1 Awes . 7e s' A 4-Ge .tlitz.ed2 .4,od e4-ee d ,9M/4 7 4( /41.r4 1 o i s 5 044,' f � MWAL /8 mr l cJ oil �.0 .A- �iTo:J yvv iu¢.Q 6tep22's O n. FL 4 yiG. 5 -e4 sc./Ledo/ - 1w4 zebtyr Reviewer: Claudio Grande C.B.O 305 -795 -2204 Ext 1430 • • ••• •• •• • • • • •• • •• • • ••• • • • •••••. • • • • • ••• • • • •• • • • ••• • • • • 140, D7 7,317 DOOR / WINDOW / SHUTTER SCHEDULE MARK MANUFACTURER c TYPE ��- - CODE APPROVAL CALCULATED MAX. RoNG • TYPE : ft SPAN. i• • ! ••• • :.:• • - QTY: • • • ••• COLPR • • SIZE + �ocn - (PSF) W • _ H Sq • 1F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large &Small 205 -205 • 1 • White 61.0 47.3 20.0 2F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 61.0 47.3 20.0 3F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small." ZZD5: • =Z0°:•• a•• .White 61.0 47.3 20.0 4F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 46.50 -50.40 Large & Small •• 'I•dZI:: -321•• :• •• 111.5 29.5 22.8 5F Transparent Protection S stems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 05- 1018.01 46.50 -50.40 -50.40 Large & Small•• Large & Small 1:20: 80 6.12a -80 : . 2 _ • 16.0 29.5 3.3 6F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. White 7570 52.0 31.3 6F PGT Industries Series 1" x Heavy Wall - Aluminum Tube Clipped Mullion -LMI 06- 0125.07 - -- - -- Large & Small 140 -140 1 White 75.0 60.0 31.3 7F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 05- 1018.01 46.50 -50.40 Large & Small 53.5 -53.5 3 White 150.0 77.0 88.5 7F PGT Industries Series 1" x Heavy Wall - Aluminum Tube Clipped Mullion -LMI 06- 0125.07 -- - -- Large & Small 140 -140 2 White 39.3 90.0 24.5 8F Jeld -Wen, Inc (OR) - ' -s "6 -8" Outswin• Glazed Steel Door - L.M.I. 05- 1215.01 46.50 -50.40 Large & Small 60 -60 1 White 39.3 90.0 24.5 MetalTech, Inc. Maximum Impact High Velocity ccor•ion utter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 n ite 62.0 47.3 20.3 1B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 100 -100 1 White 159.5 97.0 107.4 2B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 36 MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 i 4B PGT Industries Series HR -710 Aluminum Horizontal Roller Window - LMI 06- 0405.06 46.50 -50.40 Large & Small 75 -75 1 White 38.0 52.0 13.7 5B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 1R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 62.0 60.0 25.8 2R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 35.5 11.0 3R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07-0125:10 46.50 -50.40 Large & Small 165 -165 1 White 44.8 60.0 18.6 4R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 165 -165 1 White 44.8 60.0 18.6 5R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 35.5 11.0 6R MetalTech,,, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 62.0 47.3 20.3 7R Trans arent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter FL6416.2 05- 1215.01 46.50 46.50 -50.40 Large & Small. 120 60 -120 -• 1 'Alai - 19.8 32.0 35.5 8: 4.9 , . 8: - -_ e • : Series "6 -8" Outswin• Glaze • - - II • •. -._. k -50.40 Lar• e & Small 9R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 47.3 14.7 1 OR MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 07- 0125.10 46.50 -50.40 Large & Small 205 -205 1 White 44.8 47.3 14.7 TA/ GS ee/249))7- „e ?12i' .i r S aws Pc3 6 rig -e,002.");i1.- 741 _ 07- 2376. ASCE 7 02 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BROWARD COUNTY, PALM BEACH AND OTHER C ❑UNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative - • • . -•• - z4 & z5 z4 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 42.5 46.1 56.7 ' 46.5 50.4 62.2 16 -20 45.2 48.9 60.2 -: - • •.1 21 -30 49.2 53.3. 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DA E COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7 -02 PUBLICATIONS. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5,5) 5- EXPOSURE C (Section 6.5.61 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing In the lower 60 ft shall be Impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. O7-'s,17 D PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONR❑E CC_NTY Roof S.00e (h) MEAN ROOF \HEIGHT Y, L� .4141 • • • •. (sQ• � • •• • • • • • AVOW • • • • • • • • • • •• •- • • ••• • • •• ••• •• • • • •• a < =.BV\Ix0.1 ora.ci=hx1L4 ••• :14 less or &lual t6ar► BL . .• atra`st Mot ba tea than• . • :. • • = ?feet or 'lis fl.041C BW • • •.. • • • • 0041 • • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• •.• • • E N i6 C O, Inc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco @AOL.com PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL _ O 7 , 0 : 7 Florida Building Code Online FL L!alOA amPAPLTi+d t' QR ■ OM mu Page 1 of 2 GOMMuNIir i PLANNING • r HOU.SEEi & CGaMMINeTY- DE'VELOPMENT, e• EMERGENCY M1ANAG—=M ENT OFFICE OF 'THEr -;} SCORETARV Product Approval WM: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL • Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method FL6416 New 2004 Approved Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 Ftdnk Bernardo ciangley@engexp.com Scott D. Kuntz 6643 42nd Terrace North West Palm Beach, FL 33407 (561)844 -2445 scotticuniziftranspar entprotection.com Shutters Storm Panels Evaluation Report from a .Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name Frank L Bennardo, P.E. who developed the Evaluation - Report Florida License PE- 0046549 Quality Assurance Entity National Accreditation and Management Institute Validated By Jorge A. Pomerantz, P.E. Certificate of Independence Referenced Standard and Year (of Standard) FL6416 RO COI Cert Indep.pdf Surd ASTM 01929 ASTM 02843 ASTM D635 ASTM E1886 ASTM E1996 Year 1996 1999 1998 2002 2002 http: / /www.floridabuildintg.org/pr /pr app dtl. aspx? param=wGEVXQwtDgs7kTESWajj21... 12/5/2007 Florida Building Code Online Page 2 of 2 ASTM E330 2002 ASTM G26 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Evaluation Entity FL6416 RO Eouiv Eauiv Standards.adf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 03/03/2006 03/03/2006 03/11/2006 03/24/2006 of Products 6i.Tiw��■L�:.rr Number or _ d HVHZ Panels s _ : rGuard Polycarb nbo ate Storm Panels { VHZ = of Use Approved -far use in*MHZ:Yes Approved for use outside IWHZ: Yes i Impact- Resistant: Yes 1: Design Pressor= N/A ! Other: See engineering drawings for design ii limitations (allowable spans, mounting • ditlons, anchor options, etc.) Installation Instructions FL6416 RO II Dwg 03- 155 -1343a HVHZ.pdf Verified By: frank L Bennardo, P.E. PE0046549 valuation Resorts FL6416 RO AE 04 -009 FE FBC.pdf FL6416 RO AE 04 -009 LE FBC.pdf FL6416 RO AE 0239 - 0107- 05.pdf FL6416 RO AE Eval Report.pdf FL6416 RO AE Test Ignition Smoke Bum.pdf FL6416 RO AE Test UV Weathering.pdf Back Next fgAMMOBBIBOB Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Slumlord Oats Bouhavard Tallahassee, Florida 32399-2100 (850) 487 -1824 , Suncom 277 -1824, Fax (850) 414-8436 60 2000 -2005 The State of Florida. All rights reserved. _Coavriaht end Disclaimer Product Approval Accepts: L �& Lk http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgs7kTE8Wajj21... 12/5/2007 'Design by ESC , Ill N 84'-1" WINDOWS USED AS A SECOND MEANS OF ESCAPE TO COMPLY WITH FBC 1005.4 CLEAR OPENING NOT LESS THAN 20" IN WIDTH; 24" IN HEIGHT AND 5.7 SQ. FT. NET CLEAR E BOTTOM OF THE SILL* SHALL BE NOT MOR THAN 44" ABOVE THE FLOOR ALL OPENINGS ARE Rb I RO -FIT (NO MODIFICATION TO OPENINGS REQUIRED) • • • • • •• • • • • •••• • • • • •• • • • • • • • • • • DOOR / WINDOW / SHUTTER SCHEDULE MARK MANUFACTURER TYPE SIZE CODE APPROVAL W (in) H (in) Sq. Ft. 1F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 2F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 3F MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 61.0 47.3 20.0 07 -0125.10 4F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter 111.5 21.5 16.6 FL6416.2 5F Transparent Protection Systems ClearGuard Polycarbonate Storm Panels ShUtter 16.0 21.5 2.4 FL6416.2 6F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 75.0 52.0 27.1 05- 1018.01 7F PGT Industries Series SH -700 Aluminum Single Hung Window - L.M.I. 150.0 77.0 80.2 05- 1018.01 8F Jeld -Wen, Inc (OR) Series "6-8" Outswing Glazed Steel Door - L.M.I. 39.3 82.0 22.4 05- 1215.01 1L MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 47.3 20.3 07 -0125.10 1B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 159.5 97.0 107.4 07 -0125.10 2B Metafiech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07- 0125.10 3B MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07 -0125.10 4B PGT Industries Series HR -710 Aluminum Horizontal Roller Window - LMI 38.0 51.0 13.5 06- 0405.06 58 MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07 -0125.10 1R MetafTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 60.0 25.8 07 -0125.10 2R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 35.5 11.0 07 -0125.10 3R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 60.0 18.6 07 -0125.10 4R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 60.0 18.6 07- 0125.10 5R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 35.5 11.0 07 -0125.10 6R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 62.0 47.3 20.3 07 -0125.10 7R Transparent Protection Systems ClearGuard Polycarbonate Storm Panels Shutter 19.8 27.5 3.8 FL6416.2 8R Jeld -Wen, Inc (OR) Series "6-8" Outswing Glazed Steel Door - L.M.I. 32.0 80.5 17.9 05- 1215.01 9R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 47.3 14.7 07 -0125.10 10R MetalTech, Inc. Maximum Impact High Velocity Accordion Shutter 44.8 47.3 14.7 07 -0125.10 CLOK CONSTRUCTION CO., INC. OF MIAMI • • • • ••• ••• • • • • • d/•b /aSTORM,KTRO • •• • • • • 334 QQd1AN0•/i'E•NUE • • CORAL GABLES, FLORIDA 33134• TEL: (888) 372 -8855 or (305) 476 -9360 FAX: (786) 206 -1105 • 4NE :SITE: WW TORNINI .CQM • • E- L:I O RMXPRO.COM • ▪ • • • • • • • Q1,1 049521 • • • STORM PROTECTION for: Suzanne J Jacobs 1284 NE 94 St Miami Shores FL 33138 Edward S Clark CB C058370 Date 11 -NOV -2007 'Scale 1/8 " =1' -0" • • • • Drawn by ESC Checked by , T]D Drawing Number 07 -1111 Al AMA UAA MAA IAAA IAAA IAAA IAAA IAAA IAA `W �A11A �n„, ,,r� IihAA IAAA IAAA IAAA IAAR IAAA IAAA IAAA IAAA IAAA IAA IAAA IAA ,,,� iAAA� tAAA 1' "AAih� IA11AI� 11iAA IIIAA� IIIAA� IAAA� IAA`A^�� 1II11/Ai�/AiA%1 IAlln . .,11%i/111�1AMA/A1,1111111�1/1 Ail/ 1012i1AAiA/ Ai1lA1N/ A1�/ AI /i/Ai�A/i/Ai�/AiIIAAi4IAIAi421 IAA2 41AM /i/Ai�lAl/ilAl1/AiIlA4211A1/ill IA►�n �. �i.ii�iii� tab& tai& MAO MAO�iirt2•42 1641121211n��: ii14314ii 4121441i ��i i��iiii ��iii� iii �.� _ POT hid SH700 Single- 1018.01 03/238031 McW re h, Inc Max - Impact HP Accords Shutter NOA 07 -0125 -10 Exp 04 /12/2012 Metarrech, Inc Metairedt, Inc Max- ImpactHV Max- ImpactHV Accordion Skater Accordion Shutter NOA 07 -0125 -10 NOA 07 -0125 -10 E0504/12/2012 Fop 04/12/2012 KT Industries POT 1° Heavy Tube SH700 pipped Mullion Single -Hung Wind• NOA 06-0125.07 NOA 05. 1018.01 op 00/20/2011 &p 0383/2031 NORTH ELEVATION MetalTeth, Inc Max -Impact HV Accordion Shutter NM 07- 0125.10 Exp 04/12/2012 PET Industries HR-710 Ahnnhiwn Hoch Rota Window NOA 06-0405.06 lop 12/21/2011 Metal-Inch, Inc Max -Impact HV A¢urdion Shutter NOA 07 -012510 &p 04/12/2012 MetaRech, Inc Max - Impact HV Accordion Shutter NOA 07-0125-10 Fop 04/12/2012 SOWN ELEVATION • • • • • •• • • •••• • • •..• • • •• •• • • • • • • • • • • •• • h.••.. 0• Ci p • a. O. ¥ .• fl 'O • • • • • • S•• wE'E')') 0 &o •w0 1 d .0E �boc� rn pi 4 01< •m• co t+ pp LL —1 • • U O '-' • •••• • • • • • t • • • REVISIONS C 0 10 0. T CO 01 Y 0 0 Date 11 -NOV -2007 Scale 1 /8 " =1,_Qn Design by ESC Drawn by ESC Checked by T]D Drawing Number 07 -1111 A2 Storm�Pr0 1L C> 0 Tra"sparerd Pm- Transparent Pro - MetaiTedy Inc. Claw Storm Pane) Clear Max-Impact HV NOA O4-0413.O3 NOA O4-0413.03 Max-Impact HY Accordion Shutt 410 07/19(2000 0 07/19/2009 Accordion Shutter NOA 07 -0125 -10 N0A 07-0125-10 &p 04/12/2012 6, o4/12/20lz E• • 8 • 11.. M F • °• 5 pg•• ti N UFI•Y • �••�s dim �� p �• �n c�1:4E •iii• • M LL V••• • 8 • ••• a•• • • •• • Z CO M ,1 W �rnu N 1L' 0 Q) Z CL c a - fY N N u) 07 t 0 (Scale 1/8 " =1' -0" Date 11 -NOV -2007 Design by ESC J Drawn by ESC r Checked by TJD J Drawing Number 07 -1111 A3 l 5.30 ft WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward Clark Company Name: Description: Wind Loads - Suzanne Jacobs Clark Construction Co, Inc of Miami User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or I' I I 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 Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.50 ft Ridge Height (RHt) 16.25 ft Mean Roof Height (Ht) 13.25 ft Width Perp. To Wind Dir (B 55.50 ft Width Paral. To Wind Dir (1 84.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.24 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 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 Gust Factor Category H: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33 /z) ^0.167 0.2281 0.18 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9131 44.76 Gust2 0.925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8793 3.94 Gust Factor Summary.... G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi 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 -0.18 Meca Enterprises, Inc. Copyright 2006 Clark Construction Co, Inc of Miami Page No. 1 of 2 WINDO5 v1 -14 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 5.3 =_> a Hipped Roof 7 < Theta < =27 a Double Click on any data entry line to receive a help Screen • • • • • •• • • •••• •••• • • •• •• • • • • • • • • • •• • Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 1F 4.46 3.94 17.55 4 0.96 - 1.06 44.76 -48.70 2F 4.46 3.94 17.55 4 0.96 -1.06 44.76 -48.70 3F 4.46 3.94 17.55 4 0.96 - 1.06 44.76 -48.70 4F 9.29 2.46 22.84 4 0.94 -1.04 43.97 -47.90 5F 1.33 2.46 3.28 4 1.00 -1.10 46.46 -50.40 6F 3.13 4.33 13.56 4 0.98 -1.08 45.54 -49.48 7F 4.00 6.42 25.67 4 0.93 -1.03 43.62 -47.55 8F 3.27 6.83 22.35 4 0.94 - 1.04 44.03 -47.97 1L 4.50 3.94 17.72 4 0.96 - 1.06 44.73 -48.67 1B 12.00 8.08 97.00 4 0.83 -0.93 39.60 -43.54 2B 4.50 5.00 22.50 4 0.94 - 1.04 44.01 -47.95 3B 4.50 5.00 22.50 4 0.94 - 1.04 44.01 -47.95 4B 3.17 2.29 7.26 4 1.00 -1.10 46.46 -50.40 5B 4.50 5.00 22.50 4 0.94 - 1.04 44.01 -47.95 1R 4.50 5.00 22.50 4 0.94 - 1.04 44.01 -47.95 2R 3.17 2.96 9,37 4 1.00 -1.10 46.46 -50.40 3R 3.17 5.00 15.83 4 0.96 -1.06 45.07 -49.01 4R 3.17 5.00 15.83 4 0.96 -1.06 45.07 -49.01 5R 3.17 2.96 9.37 4 1.00 -1.10 46.46 -50.40 6R 4.50 3.94 17.72 4 0.96 - 1.06 44.73 -48.67 7R 1.65 2.96 4.87 4 1.00 -1.10 46.46 -50.40 8R 2.67 6.71 17.89 4 0.96 - 1.06 44.71 -48.64 9R 3.17 3.94 12.47 4 0.98 -1.08 45.80 -49.73 1OR 3.17 3.94 12.47 4 0.98 -1.08 45.80 -49.73 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Meca Enterprises, Inc. Copyright 2006 Clark Construction Co, Inc of Miami • • • • • •• • • • • • • • •• •••• • • • •• • • •••• • • •••• ••• • • • •• Page No. 2 of 2 5.55•• • • • • • • • •5555 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • •• • • •••• • • • • •. •••• • •••• • • •• •• • • • • • • • •••• • • • • • • •••• • • • • • • • • ••• • •• • • •• RI T a Of , M'ami Shores VHage APPROVED By DA(B ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH Al I FEDERAL STATE AND COUNTY RULES AND REGULATIONS MOMEWM3 it NOV 2 7. 2007, MIAMI• COUNTY BUILDING CODE COMPL PRODUCT CONTROL DIVI NOTICE OF ACC MetalTech, Inc. 7635 West rd Court Hialeah, Florida 33014 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov 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 ART (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: Maximum Impact HV Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 -015, titled " Maximum Impact HV Accordion Shutter ", sheets I through 14 of 14, prepared by Tilteco, Inc., dated February 02, 2006, last revision #1 dated February 02, 2006, signed and sealed by Walter A. Tillit Jr., 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. • 'MARY YMPik'f RATING: Large and Small Missile Impact • •LAB NG: Eath.unii shall bear a permanent label with the manufacturer's name or logo, city, state and the • • followiii statemerit '1111iami -Dade County Product Control Approved ", unless otherwise noted herein. 'RENbat, of th2saGA shall be considered after a renewal application has been filed and there has been no • •; • Fhange��a�h� applicable building code negatively affecting the performance of this product. FERNYINAAION of t %NOA will occur after the expiration date or if there has been a revision or change in the • i'naterials9 usg, and/pituaaufacture of the product or process. Misuse of this NOA as an endorsement of any • product:AY: ales, advibortoi§ing or any other purposes shall automatically terminate this NOA. Failure to comply • with any se ctton 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 # 06- 0217.06 and consists of this page 1, evidence submitted pages E -1, E -2, E -3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. G 4/1 Z % Zoo 7 NOA No 07- 0125.10 Expiration Date: 04/12t2012 Approval Date: 04/12/2007 Page 1 MetalTech, Inc. 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0224.03 DRAWINGS 1. Drawing No. 99 -56, prepared by Tilteco Inc., titled "Maximum Impact Econoline Accordion Shutter, ASSA / Residential Bertha Accordion Shutter", dated February 16, 1999, sheets 1 through 10 of 10, signed and sealed by Walter A. Tillit, Jr., P.E. on February 19, 1999. B. TESTS 1. See Association's generic approval under 98 -0103. C. CALCULATIONS 1. See Association's generic approval under 98 -0103. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 98 -0103. E. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated February 16, 1999, cert Eying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami -Dade County Approval No. 98 -0103, signed by Mr. John J Cooper. 2. Acknowledgment letter by Metal Tech, Inc., dated January 15, 1999, signed by Mr. Joseph R. Buzzella. 3. Letter by Tilteco Inc., dated February 18, 1999, certing that the drawing (No. 99- 56) prepared for Metal Tech, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 98 -209). 4. Acceptance Letter issued to Mr. Joseph R. Buzzella on March 24, 1999 and returned signed by Mr. Joseph R. Buzzella on March 28, 1999, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0311.01 A. DRAWINGS See NOA 99-0224.03 B. TESTS See NOA 99- 0224.03 C. CALCULATIONS See NOA 99- 0224.03 E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0125.10 Expiration Date: 04/12/2012 Approval Date: 04/12/2007 • 5 • • 000000 • • 5.... MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS See NOA 99- 0224.03 E. STATEMENTS See NOA 99- 0224.03 F. OTHER See NOA 99- 0224.03. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0924.02 A. DRAWINGS 1. Drawing No. 02 -425, titled " Maximum Impact Econoline Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated August 26, 2002, signed and sealed by Mr. Walter A. Tillit, Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS •• • .L• S`tak rent letter of conformance, dated August 29, 2002, signed and sealed by Mr. •••• Waltel. A. Tillit, Jr., P.E. • 555.5. 4. • EVIDEriqi SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1028.01 A. • 4 R WING`S'.' • .7..: Drawliig•No. 04 -112, titled " Maximum Impact High Velocity Accordion Shutter ", : .... : ' , sheets 1. through 14 of 14, prepared by. Tilteco, Inc., dated August 24, 2004, signed 5555 • • 5555. :and sealetl'by Walter A. Tillit Jr., P.E. • • • 5. • . B. MASTS • • I. 'See Association's generic approval under 04 -0052. C. CALCULATIONS 1. See Association's generic approval under 04 -0052, D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E -Z. 1 7`/ /�t�.�— Helmy A. Makar, P. E. Product Control Examiner NOA No 07- 0125.10 Expiration Date: April 12, 2012 Approval Date: April 12, 2007 MetalTech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 04 -0052. F. STATEMENTS 1. Release letter issued by the American Shutter. Systems Association, Inc., dated September 28, 2004, certifying this product to meet the criteria of product tested and approved, and allowing Metal Tech, Inc. to use the test results approved under Miami -Dade County Approval No. 04 -0052, signed by Legny Santana. 2. Acknowledgment letter by Metal Tech, Inc., dated. October 18, 2004, signed by Mr. Steve Buzzella. 3.. Letter by Tilteco Inc., dated August 23, 2004, certifying that the drawing (No. 04 -112) prepared for Metal Tech, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 03 -033). 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0217.06 A. DRAWINGS 1. Drawing No. 06 -015, titled " Maximum Impact HV Accordion Shutter ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated February 02, 2006, last revision #1 dated February 02, 2006, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05- 0227.. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 050227. F. STATEMENTS 1. Letter by Tilteco Inc., dated February 06, 2006, certifying that the drawing (No. 06 -015) prepared for MetalTech, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 05 -072). 6. EVIDENCE SUBMITTED A. DRAWINGS 1. None. E -3 ANS elmy A. Makar, P.E., M.S. Product Control Examiner NOA No 07- 0125.10 Expiration Date: 04/12/2012 Approval Date: 04/12/2007 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0227. F. STATEMENTS L None. E -4 )9. /La-, elmyA. Makar, P. E. Product Control Examiner NOA No 07- 0125.10 Expiration Date: Apr1112, 2012 Approval Date: April 12, 2007 • • •••••• • • •••••• • • • ••.•.• •...• • • ••••' • •...• • • • 000000 GENERAL N ES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER TAS -201, TAS -202 AND TAS -203. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE f 14x2.75" AND #14x1.75" RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATINGS APPUCATORS, REGISTERED WITH AMERICAN SHU I II.H SYSTEMS ASSOCIATIONS.PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS.. 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS'. OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 4,., EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE * T• OR 1•101.4e QWNER THAT THE H.V. LOCK ►)OR ALTERNATE LOCK n MUST BE PROPERLY LOCKED DURIpI6 PERINDS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY Mtl .T..I�EMAIN, Its TIE LOCK), AN INSIDE ALTERNATE LOCK ©, OR AN EGRESS H.V. LOCK SHALL BE USED. •....• • 1 Q. SF4U t I EN'$• MMUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE " .QR» "• ONt•LABEL • LE E PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ME'TALYEtH, INC.• • - HIALIsAH, FL ••o••• MIAMI —DADE CEArtft1'• PRODUCT CONTROL APPROVED. ••...• • • •• • • • • • • • •••••• • • S 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 12. (t) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as complying with the noddle Bidding Code Acceptant.. No0 Expiration Date By M��1i.a�m�i R viMou •l�s. irr / r li • LL n . redoes • .a. PRODUCT REVISED as complying with the Flori as Bolding Code Ascepian':e No Ob -o2 Eapir;.tion Date By Miami Dade Cantini Division •0.4 Aro zao7 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE ITCEFFIR INC. \ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 3055, VRG1NIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —magi; tilteca ©aol.com 68- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 EST. 10 7 © 2003 EASTERN METAL SUPPLY, INC. METALIiCH. tn. 7 W. IRECIMID ae. MW.RIW. PL 330144 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826-7979 MAXIMUM IMPACT HV ACCORDION SHUTTER Bertha HV ,rcordion Shutter System REV. No 1 2 3 4 DESCRIPTION DATE MD 04 -112 2/2/06 8 Drown by: S.M. DATE: 2/2/06 DRAWING No 06 -015 SHEET OF • • .•.•.• • • • • • •.•••• • • ••••1 • ..... • •..•• • HV BLADE # 1 COVERED UNDER US PATENT # 5458179 F®, HD 2" (Max.) IW0 HEADER /SILL # 2 •• •• • ..• •••• • • •••• • • •• o • • •o •••• •• • • • • • •• 3.226" 1.500" �..0�8�.5r .085" (.'. .) 4.897" 0 HY ADJ. ADAPTER W /UP • .• • • • VAi6ES • •2" • 1.918" • In •e• •••.••'' • • PIM • (Max.) DIRECT MOUNT 0e HV CEILING HEADER # 1 (I HV A. DJ. Tgiog 0 a M .250" TYP. 3.000" O 3" FLOOR ANGLE 0 HV CENTERMATE # 1 (SELF MATING) c cx VARIES FROM 2.000" TO 5.000" 08.0. WALL ANGLE O to 3.520" 0 HV 1" (Max.) B/0 HEADER /SILL • 1 4 a,, 6.70" JCS HV WALK—OVER TRACK SCALE: 3/8 " =1" R®SID HV FLOATING CENTERMATE # 2 X Y t 1" 1" 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 3" 0.062" 2" 4" 0.062" 2" 5" 0.062" 0 1.936" .093" 670" X093" "§ In M d rr0�j ' >s 3.529" E)HD CEILING HEADER /SILL # 2 OK HV 90*/18O' STARTER 929" OX HV CORNER CENTERMATE # 3 PRODUCT RENEWED h the Florida Accelsdaa •-c r: Eipir Lion By Natal Division 2G I0 PRODUCT REVili " as carettiay ing with Qs Balding Code Accepts :cc Pais 06— Expir* a Data By Miami Dad Division MIAMI -DADE COUNTY Xe7-4- P.E. SEAL /SIGNATURE /DATE /1In.\ TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St., Ste. 309, VIRGINIA GARDENS, 61:OR1DA 33168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco @aol.com EB-- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA tic. # 44167 a.. MI -. .r tea. s+• • r� Est i 057 X Y t 2" 2" 0.125" 3" 3" 0.090" ()CORNER POST F.B.C.(High Velocity Hurricane Zone) 0 2003 EASTERN METAL SUPPLY, INC. METALltCU, > rc. v. t oaNds a1. IeAi. AM. en. 3301 (AssA #26) PHONE: (305)823-4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha H' /'Kc coraion Shutter System REV. No DESCRIPTION DATE Drawn by: S.M. 1 01.0 04 -112 2/2/08 2 a DATE: 2/2/06 DRAWING No 06-015 5 SHEET • • • • • .• • • 00000 • • ••••• • •• 0 LOCKING ROD (SEE NOTES ON SHEET 4) PLASTIC HEAD MOLDED TO SCREW •• • • • ••• •••• • • •••• • • • 3/8 "0 -16 ACETAL 1/4" 0-20 S.S. THUMBSCREWS, THUMBSCREWS 1/4 " -20 THRenom HOUSING ENAMEL BAKED PAINTED GRESS KNOB. BRASS CYLINDER & KEYS (CHROME (CHROME PLATED) PLATED) Q HIV. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) • • • 1/4"-O x 3/4" :.:.. S.S• !TMMBSCREW 18" :360" BEFORE RIVETING 1/4'0 -20 RIVNUT* AFTER RIVETING .• • •••• • • • •....• • • rj AkTERNATE LOCK (TO HV LOCK (W) ) • •••••• • . „(SEE NOTES ON SHEET 4) • • • • • • • • • GENERAL SCALE: 3/8"=1" *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL, WHEEL ASSEMBLY AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN #1 LONG RECESSED NYLON BUSHING. HV ACCORDION PIN 3/8 "0 #14x2 3/4" H.V. —\ ACCORDION PIN N W/ #8 HEAD 0.188 "0 AISI 302 SERIES S.S. RIVETS HV ACCORDION PIN #1 LONG RECESSED NYLON BUSHING. TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 00.324" YP T WHEEL CARRIAGE DETAIL N.T.S. N AISI .302 SERIES S.S. WHEEL CARRIAGE o #1 4x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #3 NYLON HAT WASHER - 1.318 "0 0.870 "x3 /16" 9 5 WHIEEL NYLON 110 #2 SHORT RECESSED NYLON BUSHING SO 0 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD PROM UCT RENEWED as -.... ' a:; vailh the F 11: ' D _01 S.Iti N a €�6,. :•:,? .; Ir_ .�•_ Expi + tin Date PRODUCT REVISED _ s ccanplyiag with the Rai& Bedding Cede Acceptance N O — 0 .O 4 Es. , .Lien Dates, 7 BY Mad Dade Division trig MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE IILIEC 0 INC. TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St., Ste. 309, VIRGINIA GARDENS, FL,ORDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ®aof.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 EST.1067 METALIkCH,„ arc. ?bus w SECOND cr. MAUSAH. Pt. ZIDt4 #1 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #1 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C. (High Velocity Hurricane Zone) 0 2003 EASTERN METAL SUPPLY, INC. OSSA #26) PHONE; (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha H "'Accardian Shutter System REV. Na 1 2 3 4 5 DESCRIPTION DATE OLD 04-112 2/2/06 Drawn by: S.M. DATE: 2/2/06 DRAWING No 06-015 SHEET 3 OF 14 • • . • • • • • • •• S. •• •••• •..• ...... .••• NOTE ON LOCKING RODS c _J-IV LOCK * AND ALTERNATE LOCK; MANDATORY] CONDITION #1; ONE HV LOCK J SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY LEVATION. HV LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO (C) OR ENTERMATES W /(2) 1/41%6-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS NDICATED ON TYPICAL SHU I I ER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER .CHEDULES #1 & #2 ON SHEET 9. (t) . LMITED MANDATORY CONDITION #2 ALTERNATE TO MANDATORY CONDITION #1 (VALID ONLY FOR OOR/CE)LING INSTALLATIONS); TWO HV LOCKS OR ONE HV LOCK WI TWO LOCKING RODS (U) AT TOP BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® SHALL BE 1TACHED TO 0 OR oiD CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. OCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IMUM SHUTTER SPAN SHALL BE DEtt_RMINED AS PER SCHEDULE #3 ON SHEET 9. . OPTIONAL CONDITION #1 (VALID ONLY WHEN MANDATORY CONDITION #1 IS SED); IF DESIRED, FOR ehitER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES {L� OR ED SHALL BE AS INDICATED ON OTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. OPTIONAL CONDRiON #2 (VALID ONLY WEE 1 MANDATORY CONDITION #1 OR LIMITED MANDATORY ONDMON #2 IS USED W/TWO H.V. LOCKS); LOCKING RODS 0 ARE NOT REQUIRED AT HURRICANE POSITION, :UT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Q OR AN ALTERNATIVE rEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). • MANDATORY „INSTALLATIONS CO A ANY � USED R A ELEVATION. NV LOCK SHALL BE USED ASSRANOUTS OUTSIDE OR E D INSIDE LOCK, 1TI Cl'IE£1 TO O LYRNER CENTERMATE W /(2) 1/4110-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING ODS•Q•AT TOP' & $O1TOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL HUI ER• ELEV rIGN. :MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON HEET•9. ••••• • • Als t TE T .MaIDATORY CONDITION #1 (V ONLY FOR SYMME7R1C L _Q „ TERMATES); ONE ALTERNATE .... OCK a MAY @E. QED IN LIEU OF HV LOCK FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ... TERNATE. LOCIE• \ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. • •. • • HUM dAtW TQ ( OR (t) CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON • • TERI c :SECTION 12, SHEET 7. • • OCR OM® 0°40 00RO +OoR TYPICAL SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as con' <''rIng with the > Duirrr erode Acceptance NoV 11..=• I Q Expindion Date PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No Expiration Date By Dad aC: Miami 'i NY'::: t:i$ Divisioe 6 -0 •06 o7 MIAMI —DADE COUNTY YY") P.E. SEAL /SIGNATURE /DATE /1irE1.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail; tlltecoOaol.com EB- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Lie. # 44167 £ST.1 ti07 0 2003 EASTERN METAL SUPPLY, INC. METALItCIt iwI. 7r.7t W. try OBI. tilM.RAtt. H1. 22014 (ASSA #26) PHONE: (305)823- -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HV'tAccerdion Shutter System No 1 DESCRIPTION OLD 04-112 DATE 2/2/06 3 Drawn by S.M. DATE: 2/2/06 DRAWING No 06-015 SHEET 4 OF 1 • • •.•••1 •••• • 1 • • . • ..... r'OURE COMeRETE • • • 'P' R CONCRETE BLOCK ..... • • • .+'ALL REQUIIiIP • • •••• o.••• •• • ruuttt:D CONCRETE REQUIRED 0 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) EXISTING GLASS-1 i MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) I ! � Y 1 �t (1 WALL MOUNTING INSTALLATION EXISTING GLASSH 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) s3 •• • • • ••• o•••'• • • ••••• • •••• • • • •••• ►• • • •••••• NCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) ;t;. WALL MOUNTING INSTALLATION • oo•.o• • • • •.•••• ••• •. • • •• • • • • POURED CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 10) 1 /4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4' -20 NUTS 0 12" O.C. 1* Mtn EXISTING I GL SASS_4 EXISTING GLASS-1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 20 WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) a ad- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED INSTALLATION DETAILS SCALE: 3/8"=1" 1" Min. 1/4 "I8- 20x3/4" S.S. PHIWPS a CRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1 /4 " -20 NUTS 0 12" O.C. SHEET 10) 04 WALL MOU Tit ING KSIALLATION NOTE FOR COMBINATION OF SECTION$. 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED. ac cor ^t'{ rig with the it Acceptance No tion Date Mod Dads Olvtios ' PRODUCT REVISED as complying with the F1orh Bolding Code AccepteneeNoOb -O2 •a‘ Espi tia&t Dot BY Miami Dad Division 7 MIAMI --DADS COUNTY P.E. SEAL /SIGNATURE /DATE /iiti1C.\ TILLIT TESTING & ENGINEERING COMPANY 4355 N.W. 38th. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530. Fox : (305)871 -1531 e -mail: tilteco @aol.com EB- 0006719 WALTER A. TILT Jr. P. E. FLORIDA LSc. # 44187 WA MP =y • CL -.8, EST; 1 657 0 2003 EASTERN METAL SUPPLY, INC. METALIICK . nit 711136 W. Olg1301.40 OT. FUALKAM. Fl4, 33014 OSSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Balm H Accordion Shutter System REV. No DESCRIPTION DATE OLD 04 -112 2/2/06 2 3 4 5 5 Drown by: S.M. DATE: 2/2/06 DRAWING No 06 -015 SHEET 5 OF 14 • • • • • • • •••• • • •.•0 • ••••• • .. • •• • • • ••• • ••0• • ••• • . •• • • • 0000 •• • • • • • •• • • • • • 000000 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE EXISTING G`ASSS ---; MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) S CEILING MOUNTING INSTALLATION IMIN. SEPARATION TO GLASS -.i (SEE SCHEDULE ON SHEET 9) #10x3/4" HEX WASHER HEAD TEK SCREWS 42 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) • •• • • • EOGE OF IF • AP CABLE •••••• . • • . Pt3URED • • 'CONCRETE ,.13F.QUIRED • • •••••• 5.0.00 • •• • • • CI) FLOOR MOUNTING INSTALLATION t MIN. SEPARATION TO GLASS •- (SEE SCHEDULE ON SHEET 9) EXISTING GLASS-4 POURED CONCRETE REQUIRED . D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE Q WALK -OVER MOUNTING INSTALLATION EXISTING GLASS-1 #14x3/4" HEX HEAD TEK SCREWS CD 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT ® 9" O.C. THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE INSTALLATION DETAILS SCALE: 3/8" - 1" MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) m14 w 4. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) POURED CONCRETE REQUIRED E. D.* ® FLOOR MOUNTING INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. = EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE •PRODUCT RENEWED as complying with the Balding Code D7.0�2� t0 Acceptance No Date •,. .gritrA? PRODUCT REVISED as complying with the PFIatidst BnIding Code Acceptance N806 -OZ 7.0 to Expiration Date col MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /iitfEo1,\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36tt. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tilteca«aot.com EB- 0006719 WALTER A. TILLTT Jr. P. E. FLORIDA L1c. # 44187 Mt/067 METALItCH. arc. F.B.C.(High Velocity Hurricane Zone {'e3 2003 EASTERN METAL SUPPLY, INC. 7110 w. SECOND CT. NULS1•I. 1.16 :!1014 {ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha EVAccordion Shutter System REV. No 2 3 4 5 DESCRIPTION DATE OLO 04-112 2/2/06 Drown by: S.M. DATE 2/2/06 DRAWING No 06 -015 SHEET 6 OF 14 SEE END WALL COI, NN •• •.•••• • • 000000 • • • 00000 • • •••• • ••..• • • 00000 • •• •.•••• OUT _CTIO DETAILS ON SHEETS 8 & 14 90" IN TV/__EXIS11NG GLASS OR ®OR® OR 2 "x2 x1/8 "x0' -2 (6063 –T6 ALLOY) ALUM. ANGLE W /(2) 1 /4 "m TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #18x1 /2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) 3 1/4" 7" * SEE NOTES ON LOCKING RODS Q , ITV LOCKS ('w AND ALTERNATE LOCK 0, ON SHEET 4. - EXISTING GLASS 6 1/2" SEE END WALL CONNECTION DETAILS ON SHEETS 8 & 14 7" a 1/2" #10x3/4" S.M.S. 12" .O.C. FULL LENGHT. SYMMETRICAL CENTERMATES W/ LOCK ®* MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) a a EXISTING GLASS 1/ MIN. SEPARATION d0 GLASS (SIT S1YIJI;DULE • ON, Rip 9) •• •. • • • •• • • • •••• •• • • • • • • •• • • ••..•. • • • • ...•. • • 0000T N OR0 �m IN • • • OPTIONAL (INTERIOR) 0 °R® SECTION 12 OUT — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS OUT SYMMETRICAL CENTERMATES W/ LOgK IN OPTIONAL ( INTERIOR) OR OR MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) er.1 MEM CONCRETE /ANCHORS CO 16" O.C. 0 • • • OUT (EXTERIOR) SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8 " =T" ALTERNATE SECTION 1.2 OR OUT 6 1/2" MAX. SLACK SECTION 12 AT SLACK DETAIL OF APPLICABLE) F.B.C. (High Velocity Hurricane Zone PRODUCT RENEWED as complying with the Florid& Raiding Code azi�" . �0 Acceptance No Date •7111 ": labia PRODUCT' REVISED as complying whin the Irmeisis Braiding Code Accel:o::raczt No0 Z - 0 6 Eviration Date 7 By Miami Dade , , *. ,, v: Caetnel Division MIAMI —DADE COUNTY Xya-6. P.E. SEAL /SIGNATURE /DATE IL /iIENC.\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —moil: tilteco©ool.com EB- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Lie. # 44167 EST. 1 11 7 C9 2003 EASTERN METAL SUPPLY, INC. METALI tCt, INC. 7336 W. ItECONO Wt. HIAf IAN. tL. 3.111014 {ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT ITV ACCORDION SHUTTER Bertha HS Accordion Shutter System REV. No 1 DESCRIPTION DATE OLD 04-112 2/2/06 3 4 5 Drawn by: S.N. DATE: 2/2/06 DRAWING No 06"-"015 SHEET 7 OF' 14 I ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -O" I • • • • • • • ••••■ • • ••••1 • 5555• • • • ••••• • CONCRETE ANCHOR' 16" .C.� (LOCATE AT EITHER SIDE OF Q.9) 1/2" MIN. 2" MIN 7— POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) #1Ox1/2" S.M.S. ® 16" O.0 4OR© OR©OR3 ORe +(!ORQ END CONNECTION DETAIL 10 •• • • • • 1/16"x3" CONT UM..CLLOSER�```^ -.. PLATE. (LOCATE AT EITHER SIDE OF ®) 1/2" MIN.j #10x1 /2" S.M.S. 16" O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) •• • • • • • • •..... • • • •••••• • • • • • • • • • END CONNECTION DETAIL POURED CONCRETE OR CONCRETE /BLOCK WALL REQUIRED f-- EXISTING GLASS / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) x POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SEE DETAIL X FO SIDE CONNECTION TO TRACKS OR ©OR ®OR® 4floR© OR©OR© OR 41 +0ORO oa ® +TQRQ END CONNECTION DETAIL ®3 *USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1/8 "x0' -2" ALUMINUM CUP ANGLE (6083 -T8 ALLOY) AT MIDHEIGHT W/(1)if10x1/2" S.M.S. TO () & (2)1/4"16 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF ® ) URED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) END CONNECTION DETAIL ® POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #10x1/2" S.M.S. 12" O.0 CONCRETE ANCHOR 12" O.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2" MIN. ON SHEET 9) oR ©oR ©oR( END CONNECTION DETAIL ORID+ 0ORO EXISTING GLASS SEE DETAIL X FO SIDE CONNECTION TO TRACKS (2) #14x1 3/4" HV PIN. OR© OR ©ORC OR® +TORO SCALE: 3/8" 1" OR© ORIDOR© OR © + ®OR© PLAN OR© OR ©ORr OR (3+©ORc END CONNECTION DETAIL Q (2) #14x1 3/4 HV PIN. VIEW Y OR ©OR©OR © 0103)+00R0 DETAIn,,,__ n F.B.C. (High Velocity Hurricane Zone) PRODUCT RENEWm as complying with the Plo Bolding Code Acceptance Not -0125. 0 Expi on Date 07'YiLitt of Miami Dade Division PRODUCT REVESRD as complying the than Baiting Cote Acsepae3�:s No 0 b- . ZI • o b Expij•awD Data o 7 BY Mi and Dad,y:, ,, ct Co Division MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1NC.\ TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail tiiteco @ool.com EI3- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. if 44187 .• i1 .. ,: r�r:sssn� © 2003 EASTERN METAL SUPPLY, INC. METALitCM. > . 7113* W. *MOND T. MAMAS. NI. 33014 (ASSA #26) PHONE: {305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HV"Accordion Shutter System REV. No DESCRIPTION DATE 1 OLD 04 -112 2/2/06 2 3 4 s 5 Drawn by: S.M. DATE: 2/2/06 DRAWING No 06-015 SHEET 8 OF 14 • • •.••.• • • 00..•• • • • 0.00•• 0500• • • • • • • • • • • •..•• SCHEDULE #1 MAXIMUM SHUTTER INSTALLATIONS W/ ONE HV LOCK (SEE SPAN "L +" OR "L -" (ft.)* & NO LOCKING RODS 0 NOTE t) DESIGN 6•404 i+ _) CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING O /cEIUNG MOUNTING L + (ft) L - (ft) L + (ft) I. - (ft) 30 13' -2" 16' -0° 13' -2" 16' --0" 35 12' -8" 14' -10" 12' -8" 14' -10" 40 12' --3" 13' -10" 12' -3" 13' -10" 45 11' -11" 13' -1" 11' -11" 13' -1" 50 11' -7° 12' -5" 11' -7" 12' -5" 55 11' -4" 11' -1O" 11' -4" 11' -lO" 60 11' -1" 11' --4" 11'-0" 11' -4" 65 10' -10" 10' -10" 10' -7" 10' -10" 70 10' -6" 10' -6" 10' -2" 10' -6" 75 10' -1" 10' -1" 9' -10" 10' -1" 80 9' -10" 9' -9" 9' -7" 9' -10" 85 9' -6" 9' -6" 9' -3" 9' -6" 90 9' -3" 9' -3" 9'-0" 9' -3" 95 9'--0" 8' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' -9" 105 8' -7" 7' -11" 8' -4" 8' -4" 110 8' -4" 7' -7" 8' -2" 7' -11" 115 8' -2" 7' -3" 8' -0" 7' -7" 120 8'-0" 6' -11" 7' -10" 7' -4" 125 7' -10" 6' -8" 7' -8" 7' -0" 130 7' -8" 6' -5" 7' -6" 6' -9" "4,135 _ 7'..7" 6' -2" 7' -4" 6' -6" 740 •,7'-4 5' -11" 7' -3" 6' -3" 0000 • 7' -3i 5' -9" 7' -1" 6' -0" ••1M° .150 .•A'• -e• 5' -7" 7' -0" 5' -10" • 44.-0% 5' -5" 6' -10" 5' -8" '.,• •60:1•14/ 5' -2" 6' -9" 5' -6" •.165. •11'67•14; 5' -1" 6• -8" 5' -4" • .• 1%• VII* 4' -11" 6' -7" 5' -2" 475 •4; •f''• 4' -9" 6' -5" 5' -0" ..1 §(t i •%•2648" 4' -8" 6' -4" 4' -10" • 185 • • 6 e-5� • • 4' -6" 6' -3" 4' -9" • •MI5 6' -4" 4'-5" 6' -2" 4' -7" .195 r 6' -3" 4' -3" 6' -1" 4' -6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 6' -0" 4' -1" 6' -0" 4' -3" $C EDULE #2 MAXIMUM SHUTTER SPAN "L +" OR "L —" (ft.)* INSTALLATIONS W/ OPPOSING CENTERMATES„ ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) DESIGN LOAD (+p OR }) • CONCRETE & WOOD INSTALLATIONS A WALL MOUNTINGS FLOOR /CEILING MOUNTINGS l+ (It) L - (ft) 30 12' -3" 14' -9" 35 11' -9" 13'-8" 40 11'-4" 12' -9" 45 11' -1" 12' -0" 50 10' -9" 11' -5" 55 10' -6" 10' -11" 60 10' -3" 10' -5" 65 10' -0" 10' -0" 70 9' -8" 9' -8" 75 9' -4" 9' -4" 80 9'-0" 9' -0" 85 8' -9" 8' -9" 90 8' -6" 8' -6" 95 8' -3" 8' -3" 100 8' -1" 8' -1" 105 7' -11" 7' -11" 110 7' -8" 7' -7" 115 7' -6" 7' -3" 120 7 -4" 6' -11" 125 7-3" 6' -8" 130 7-1" 6' -5" 135 6' -11" 6' -2" 140 6' -10" 5' -11" 145 6' -8" 5' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 6' -5" 5' -2" 165 6' -3" 5' -1" 170 6' -2" 4' -11" 175 6' -1" 4' -9" 180 6' -0" 4' -8" 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5' -9" 4'-3" 200 5' -9" 4' -2" 205 5' -8" 4' -1" SCHEDULE # MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft)* INSTALLATIONS W/ SYMMETRICAL CENTERMATES. TWO HV LOCKS OR TWO LOCKING RODS TOP /BOTTOM W/ ONE HV LOCK • (SEE NOTE t) MAXIMUM DESIGN LARD ( �f.)) CONCRETE & WOOD INSTALLATIONS • FLOOR /CEILING MOUNTING L+ (ft) L — (ft) 30 13' -1" 16' -0" 35 12' -7" 16' -0" 40 12' -2" 15' -2" 45 11' -9" 14' -3" 50 11' -6" 13' -7" 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7" 11' -5" 75 10' -4" - 11' -1" 80 10'-0" 10' -9" 85 9' -9" 1O' -5" 9O 9' -5" 1Q' -l" 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9" 9' -4" 110 8' -7" 9' -2" 115 8' -4" 8' -11" 120 8' -2" 8' -9" 125 8' -O" 8' -5" 130 7' -10" 8, -111 135 7' -9" 7' -9" 140 7' -7" 7' -6" 145 7' -5" 7' -3" 150 7' -4" 7' -O" 155 7' -2" 6' -9" 160 7' -1° 6' -7" 165 7'-0" 6' -4" 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7" • 5' -8" 190 6' -6" 5' -6" 195 6' -5" 5' -5" 200 6' -4" 5' -3" 205 6' -3" 5.-1" * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MIN MI UM DETERMINED SPAN BETWEEN "L +" AND (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12 += MAX. SPAN FOR FLOOR / CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt + ", "L2 + ", "L1= AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM SHUTTER SPAN "L +" OR "1.-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. 'f CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF' 14. 0 SEPARATION TO GLASS REOUIREM NTS GLASS SCHEDULE THE FIRST 30' -0" AT BOTTOM OF FOR SHUTTERS OF BUILDING, IS 3 ". SCHEDULE; (1) SEE MINIMUM SEPARATION TO FOR SHUTTERS INSTALLED WITHIN ELEVATION OF BUILDING MEASURED SHUTTER. (2) MINIMUM SEPARATION TO GLASS INSTALLED ABOVE 30'-0" ELEVATION MEASURED AT BOTTOM OF SHUTTER MINIMUM SEPARATION TO GLASS SHUTTER W/ ONE LOCK CONCRETE & MANSORY (SHEETS 5 de 6) SHUTTER SPAN INSTALS W/ CENTERMATES INSTALLATION O G W/ CENTERMATES 105" OR LESS 3 5/16" 4" >105" TO MAX. ALLOWED 3 7/8" 4" MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER WY ONE LOCK _& TWO LOCKING RODS OR WITH ONLY TWO LOCK SHUTTER SPAN INSTALLATION W/ S IOM& CENTERMATES INSTALLATION W/ Irk CENTERMATES 105" OR LESS 2 3/4" 3 3/16" >105" TO MAX. ALLOWED 3 1/4" 3 1/4" INSTALLATION LEGEND CONCRETE & MANSORY (SHEETS 5 de 6) WOOD (SHEETS 13 de 14) WALL MOUNTING # & 4 1W, 2W, � 4W, SW & SW FLOOR /CEIUNG MOUNTING # 5, 6, 7 & 8 # 8W, 9W & 10W F.B.C.(High Velocity Hurricane Zone PRODUCT RENEWED as complying with the Melds Bidding Code t Acceptance No • I Q S Zs v Expiry on Date r,T,' FLEW, .a...wrieet AMA Dade Divbion PRO41UC5 I EV IaED • as corn w:ih the Merida Braid g Cu-sit Meow ::x No •6 -0 . •D+r► ElIaintSiga Da;e 0 Ia,17:f . - iyi /�i Miami Dads V.11 Feast Control Division 7 MIAMI —DADE COUNTY Yr& P.E. SEAL /SIGNATURE /DATE �� \r► V INC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco @0ol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. # 44167 t'.ST.14t37 ® 2003 EASTERN METAL SUPPLY, INC. METALThCX IIII18C" 7536 W. MOONS, QT. PUALXAli. RL X10/4 {ASSA #26) PHONE; (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HVccordion Shutter System REV. No DESCRIPTION DATE Drawn by: S.M. 1 OLD 04 -112 2/2/08 DATE: 2/2/06 3 4 5 5 DRAWING No 06-015 SHEET 9 OF 14 I • • •••••• • • • • • 000000 ••••• • • ••••• • 00000 • •• S. • • ••• •••• • • • •••• • • •• • • • •••• •• • • •• • •• • • •••••• • • • • • ANCHORS SPACWA Lm= - • - `t. - - * SEE ANCHOR SPECIFICATIONS ON SHEET 1i i e i • ; l..�_� . ll . 1. .. _ )1. \. �...- • •,_. L _. Is \ ► •� L. L ∎. Ft: A. 11 t ► �. • Z. ■ �,.i, _.� t\ t ■ TAPCON _ .. LiAL iii /: ' 1 2!• ' I1/ • a 11 : 6 :: �► :1� O ai � ALL POINTS Sour -SET ,.:,. ■ . : ► ► _ _ ► „ ,1. ► 11 �► FOR CONCRETE OR CONCRETE SOCK INSTNLtATIONS WEDGE-BOLT (SEE MOUNTINGS 1, 2, 3 & 4 ON SHEET 5) MA(1MUM ",N (a) POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL MOUNTING 1 W ( HV 1 Max. B 0 HEADER SILL , 1 WALL MOUNTING 2" Max. B 1 W { HV 0 HEADER SILL ; 2 WALL MOUNTING 2 WALL MOUNTING 3 W O HV 1 Max. B/0 HEADER SILL , 1 WALL MOUNTING 3 W HV 2" Max. B 0 HEADER SILL ; 2 WALL MOUNTING 4 NEGATIVE DESIGN LOAD (par) NEGADVE DESGN'LOAD (pet) MAINE DESIGN LOAD (per) NEGATIVE DESIGN WAD (pat) NEGATIVE DEM LOAD (pat) NEWIIVE DESGN LOAD (pd) 30 40 60 190 120 160 205 30 40 60 75 90 120 160 205 30 40 60 1121 90 120 160 205 30 40 60 Im 90 120 160 205 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 3' -0" O R 2." 14 ® 10 9 8 A 6 0 14 12 10 9 p 8 6 6 14 ® 10 9 8 8 6 6 14 p 10 9 8 8 6 3 12 10 9 8 p 6 p 14 12 10 9 0 8 0 6 6 KA 6 14 12 10 9 8 8 6 0 14 12 10 9 8 8 0 6 14 12 10 9 8 0 6 6 p 12 10 9 0 8 6 8 14 12 10 9 8 8 6 8 14 12 10 9 8 14 p 10 9 8 0 6 6 14 12 10 9 8 8 6 is 14 ®10 9 8 8 6 6 4 4' -o" pp 10 9 00 6 3.5 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 p 12 10 p 8 7.5 © -5 14 12 10 9 ai® 5.5 - 1144 12 10 9 8 ®® 74 p 10 9 8 8 6 p 14 12 10 9 0 8 6 Q 14 p 10 9 8 8 0 6 14 ® 10 9 8 8 ®p m® 10 9 8 8 6 5 14 12 10 9 p 8 6 6 p 12 10 9 8 8 6 um 12 10 Qp 8 up 14 p 10 9 0 8 p0 14 p 10 9 8 8 4 a 14 p 10 Q 8 p 6 3.5 14 12 10 0000 8 5'-0" p 12 10 9 0 8 4 3 14 12 10 9 8 8 6 ©m 12 10 9 8 8 8 6 p 12 10 9 8 ©pp a 12 10 9 8 6 - - p 12 70 9 8 6 0- 14 p 1.4 12 10 9 0 8 5.5 - 14 12 10 9 8 8 6 ® 14 12 10 nu 8 8 6 14 ® 10 0 8 7 - a 14 12 10 9 00 6 - 14 12 10 9 8 8 6 8 12 ® 10 10 9 9 0 0 8 5 6 3 Erj a 14 14 12 12 10 10 9 9 8 8 8 035 8 0 - 14 ap p 10 10 9 9 8 8 8 8 6 6 6 5 a 14 12 p 10 10 9 8 riummionn 0 - in - a 12 12 10 70 9 06.5 8 8 Fijaaa R,Op mum 12 10 10 9 8 8 7 8 © 6 - p - 6' -0" 14 p® 12 10 9 0 5.5 a - .14 12 W 9 0 8 4.5 - a 12 10 9 8 8 6 8 p 12 10 U - © 14 12 10 9 8 8 3 - p p 10 9 8 p 8 4.5 10 9 8 8 5 35 p 12 10 9 8 8 6 0 14 12 10 9 8 8 6 6 14 12 10 9 7.5 3 pp a® 70 9 8 7 - - a 12 10 9 8 0 5 3 7'-0" a® 10 9 0 35 a - 14 12 10 9 8 5.5 - - 14 ® 10 9 8 - p 6 4 • 14 12 9 ©pppp 14 12 8 ©m - - - 14- 12 9 7 6 3.5 - p 14 12 10 9 8 4 - • - p 12 10 9 p 8.5 ©- p 12 10 9 8 8 6 p 14 a 10 9 6 - a- gum 10 9 8 5 - pm 12 10 9 8 8 ©3.5 p 12 10 9 a nal 4 pp 12 10 9 p0aaa 12 10 0 00 8 6 Tap 10 9 Opppa 12 10 0 8 3.5 - as 12 10 J Qco 35 a - 8' -0' 14 12 10 8 p ©p - a 12 70 8 0 3.5 - - a 12 10 9 0 8 d - 14 11,5 © 3 a - as 14 11.5 7 6 3.5 - - - 14 11.5 mum 5 - a 14 ® 10 9 5.5 - - - 14 12 10 0. 8 45 ppp 12 10 9 p 8 6 a 74 ® 10 7 Op pp 14 12 70 9 8 3 - - ap 10 9 8 6.5 4 - 14 12 10_ 9 8 0 - a 14 12 10 9 8 7. - - a 72 10 a0 8 6 - ` 14 p 10 5 Q - as 14 p 10 9 7 - a - 14 ®10 7 10 9 apaaa 9 9 4,5 8 O12211ap 7 Q ©©a 4 - - - 9' -0" 14 p® ®10 10 5.5 Mp pmppp - a - p a 12 70 9 6.5 - - a a® 10 9 8 6.5 a - ze 10 4 - as - -- ElEI 10 6.5 © -- as - zzg 10 12 10 9 Oa 1511111:1111:11 pp t0 9 8 MUM= =El 10 ppp - app iQ 9 0131:1111111:11 pp 14 ®10 . 9 gulp -- a a 12 10 9 8 5.5 - - a® 10. 9 8 8 - - ap 7.5 3.5 - -- - a a® io 9 Da - - 14 p 10 70' -Q" a ®Q 4.5 WHIN - - . 14 12 10 9 4.5 - - - 14 12 10 9 8 - pp 12 9 ©aaaaa 12 p 6 3 - - - giro 9 6 5 ELM 8 3 14 10 8.5 - �� 12 10 9 - - 14 12 10_ Eilimmon 14 5 -5 - - - 14 10 5 111111111 14 12 10 8 5.5 - - 11' -0" 14 p 6 3.5 a - . - . - as 12 10 6 - - - - a 12 10 a - - - - 11 8.5 - pppp - 11 8 5.5 a - - - a mr-EI 5.5 3.5 - a - a 14 ® 7 4 - - - - 14 -12 10 7 © - - - 14 12 10...9 a - - - 14 12 5 ® - p - a 14 12 10 5 - - - - 14 ® 10 9 a - - - 14 p 10 7 a - - - 14 12 10 9 as - - • 14 12 10 9 0 - as 14 12 35 - a - - a 14 ® 10 3.5 a - 1111111101111031 12 10 6.5 ppppp - 1231aaaa - - a IN as - - - as - - pp 5 - - p - a 14 12 10 - ppp - 14 12 10 - - p - a 10 ® - paa -- - 10 7.5 MIN - o - - 10 7.5 5 4.-4 331 ap 12 ® - - - - - p 12 10 p - - pp 14 ® 10 -- - - - - p 12 4 p - - - p 14 ® 10 pp - - - 14 ® 10 9 aaaaa 14 12 10 - a - as pp 70 1111111111111111111111111111E1113111:11:11 - Ria - 83191,211121112111111:11111 9.5 p - -- - - - - pp 9.5 00 9 • • 13A7 � • =pp - a - - a 14 12 7.5 - a - - p 14 ® i0 - - - a - 9 5 aaaaa 12 EMI- aa- - 14�a- - - - pp10a0- a- 14 ppp- - - - 14 12 8,5 - p- - - 14 12 10a - 11111111111111 p 12 7.5 - - a - p 12 10 1111111111111111:111 - 14 12 10 11:1111111111:111 - - a 9 a - a - a®�aaaaeia® 75 a - - a - 14:1 /ja •••'p® p10.53.5 - a 014 12 5.5a- a- as 72 10 - a- aaWI[Ma- a- - ©8.5 6.5 pp- va" M6.5 3.5 pp- - 'p 'p - ®a - - - - au 12 6.5 - - - - - pp 10 a - a - as 9 4 - - - - - 14 12 6 - - - - - 14 ® 9 a - © - 6.5 - a - - a 14 12 10 - ppp -- 14 12 10 - MIEN - - 14 CD - - - - - a 14 p® - - mama 14 12 6.5 a - - - •. p 8.5 - as - - 14 Mal - - - a - 1731®a - - a - - 8 3 - a - - - a 8 0 - aaa - - a 6 a - - a - - 1 5 9 3 6 ! ' p 9.5 - - a - - - 14 12 -- - - ppp 14 12 - - a - - - 14 7 - - - - - - -1 2 a - IN - - - 14 12 - - - - a - - - • p 12 - a - © - - 14 12 - - a - - - 14 12 - aaa - a a 5 as - - as aEUEI - as - as 14 11 aaa - 16' -0 IXII- - p- p- - - - - - - - - 14 -- p- - - - - ® a- aaa- 75a- p- - pp ® - - p- p p a - a - - - - 14 - - - - - 14 - - 1:1111111:1 - - 14 a - aaa - - Qi - - - - p - a 14 as - - p - - 14a- a- - - - 14 - - a- - - aEE1- - - p- =ICI 14 - p- - a- - a- a- a0- at - - - a- - - F.B.0 .(High Velocity Hurricane Zone PRODUCT RENEWED as coeaspa;•eng with the Fulda Bolding Code Acceptance No b ' I2 -10 6 Espi Hon I to •I' /E3'lt Sy s' Mead Dais ; L. Diddle PRODUCT REVISED as complying with the Florida Balding Code Acceptance Non ... 0 7. .0 Expiration Daee • I ix 8y . .,L••� r • Mi: mi Dade r/. t net Control Division MIAMI -DADE COUNTY /r94 P.E. SEAL /SIGNATURE /DATE TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 , Fox : (305)871 -1531 e-mail: tTlteco® ol.cotn EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 a, CO 2003 EASTERN METAL SUPPLY, INC. METALIt mI. > G 7 "SJ$ W. sicaatea 0?. MN16tAN. 1R. C14 {ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HV'ccordion Shutter System EV. DESCRIPTION OLD 04 -112 DATE 2/2/08 Drown by S.M. GATE: 2/2/06 DRAWING No 06 -015 5 SH EE' 10 OF 14 • eeeee '• • • • •.•. • • ••• • •••• • • • • • • • • • • • ••.• •• • seee • PRODUCT RENEWED as complying with the Florida Bottling Code r1 t Acceptance No '°0125.10 Expi »: don Date ' PRODUCT REVISE!) as complying with the Moak Raiding Cade Acceptance No 0 6 Expiration Date all Dade Division MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1itEEN\ TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St., St.. 305. VIRGINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tilteco @aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 *NOTES ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. re At 3 Icsi) - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2° FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - I/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4 ". B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 13.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING FOR ANCHORS MaglaraetaKAUSEND ACTUAL E. D. u.:. r: u 0 ► .∎AZT. ►.I :L 1 + • :►f •►r.1►'•►1 LL .... L ,; .:k .Iu SOLID SET TAPCON .: ► t . �a _ • Z. ,I. 1141, �, s.. . MIN. SPACING - 3" ' ;.► i 1. • Tit 0 1113.: ALL POINTS . 0.66 AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS WEDGE-BOLT 2" (SEE MOUNTINGS 5, 6, 7, & 8 ON SHEET 6) MAXIMUM SPAN (ft) POURED CONCRETE CEILING MOUNTING 5 FLOOR MOUNTING 6 FLOOR MOUNTING 7 FLOOR MOUNTING 8 . NEGATNE DEM LOAD (pat) NEGATNE DESIGN LOAD (pet) NEGATIVE DESIGN LOAD (pet) NEGAINE DESIGN LOAD (pet) 30 40 60 75 90 120 160 205 .30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3*-0' 14 J 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 12 10 9 8 8 6 6 4' -0" 14 12 10 9 8 8 6 6 14 12 10 9 8 8 8 6 14 12 10 9 8 8 6 5 14 12 10 9 8 Z5 5.5 4.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12• 10 9 8 8 6 6 14 12 10 9 8 8 6 6 5' -0" 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 5 4 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 8 14 12 10 9 8 8 6 4.5 14 12 10 9 8 7 5 4 14 MI 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 12 10 9 8 8 6 6 6'-O" 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 7 5 3.5 3 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 6.5 5 3.5 14 12 10 9 8 6 4.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 5 7' -0" 14 12 10 9 8 6 4.5 .3.5 14 12 10 9 8 8 6 6 14 12 10 8 8.5 5 .3.5 - 14 12 9 7 6 4.5 .3 - 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 5.5 4 3 14 12 10 8 6.5 5 3.5 .3 14 10 9 8 8 6 6' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 MI 12 10 9 8 7.5 5.5 4 8' -0" 14 12 10 9 7.5 5.5 4 - 14 12 10 9 8 8 6 - 14 12 8.5 7 5.5 4 3 - J11.5 7.5 6 5 4 3 - 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 - 14 12 10 8 6.5 5 3.5 - 14 12 9 7 6 4.5 3 - 14 12. 10 9 8 8 6 - 14 12 10 9 . 8 8 8 - 14 12 10 9 8 7 5 - 14 12 10 9 8 6.5 5 - 9' 14 10 8 6.5 5 - - 14 12 10 9 8 8 - - 14 11.5 7.5 6 5 3.5 - - 14 10.5 7 5.5 4.5 3.5 - . -0" 14 10 9 7.5 5:5 - - 14 12 10 9 .8 8 - - 14 12 8.5 7 5.5 4 - - an 12 8 6 5 4 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 - - 14 12 10 9 8 6 - - 14 12 10 9 7.5 5.5 - - 10' 14 .12 9 7 6 4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 4.5 3.5 - -• Elp9.5 6 5 4 .3 - - -0" 14 12 10 8 6.5 5 - - 14 12 10 9 8 8 - - 14 12 8 8 5 4 - - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 9 B 7 - 14 12 10 9 8 8 - - 14 12 10 9 7 . 5 5.5 - - e l 12 10 8.5 7 5 - - 11' 14 12 8 6 . 5 5 . 4 - - 14 12 10 9 8 8 - - 12.5 9.5 6 5 4 3 - - lie 8.5 5.5 4 . 5 3 . 5 2.5 - - -0" 14 12 9 7 6.4.5 - - 14 12 10 9 8 8 - - 14 10.5 7 5.5 • 4.5 3.5 - - 13 9.5 6.5 5 4 3 - - 14 12 10 9 8 6.5 - . 14 t2 10 9 8 8 -. - 14 12...10 8 7 5 - - 14 12 9.5 7.5 6 4.5 - - •.. r• ii2'-0" 1••• If 6 5 -. - - 14 12 10 9 8 - - 11.5 8.5 5.5 4.5 15 - - - - 14' 6.5. 5.5 - - - 14 12 10 9 r 8 - - - 13 10 6.5 5 4 - - - HEINE - - - 1 min 9 . 8 - - - 14 12 10 9 8 - - - 14 12 9.5 7.5 6 - - - 14 12 8.5 7 5.5 - - • 1•i . :••• 3 WW2 5.5 4.5 - - - 14 12 10 9 8 -. - - 0.5 8 5 4 3.5 - - - 9.5 ©- - - --0" 14 min 6 5 - - - 14 12 10 9 8 - - 12 9 6 4.5 4 - - - ® 8 5.5 4 3.5 - - - 1 4 ' Mic 8.5 7 - - - 14 12 10 9 8 - - - 14 12 8.5 7 6 - - - 14 12 8 6.5 5 - - - 1 • p 14'•x. • • 12.§ 5 - - - - 14 12 10 9 -- -- -- - . 10 7.5 . 5 4 - - - _ 9 6.5 4.5 3.5 - - - - 14 EWE. 5.5 - - - - 14 12 10 9 - - - - 11 as 5.5 4.5 - - - - 10 7,5 5 4 - - - - 14•'10. 8 - - - - 14 12 10 9 - - - - 14 12 8 6.5 - - - - gal 11 7.5 6 - - - •31 • 12•EAKIN - - - - - 14 12 10 9 7 4.5 - - - - - 8 6 4 - -- -8 '13.9'+ 14 12 10 - - - - - 10.5 8 5 9.5 7 4.5 - - - - - • 14 ^1 14 12 10 - - - - - i4 11.5 7.5 10.5 7 - - - - - 16' t 14 12 �10 - - - _ - - 8.5 6.5 4 5.5 55 4 - - - - - -0" 12.5 9.5 6 14 12 10 10 7.5 5 9 6.5 4.5 - . - - - - 14 12 9 14 12 10 - - - - - 14 10.5 7 13 9.5 6.5 _ - - - - PRODUCT RENEWED as complying with the Florida Bottling Code r1 t Acceptance No '°0125.10 Expi »: don Date ' PRODUCT REVISE!) as complying with the Moak Raiding Cade Acceptance No 0 6 Expiration Date all Dade Division MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1itEEN\ TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St., St.. 305. VIRGINIA GARDENS, FLORIDA 33168 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tilteco @aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 *NOTES ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. re At 3 Icsi) - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2° FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - I/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4 ". B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 13.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING FOR ANCHORS MA IMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOLID SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE, ACTUAL E. D. FACTOR WEDGE -BOLT 1/4 "0 TAPCON SOLID SET MIN. SPACING - 3" MIN. SPACING - 3" YIN. SPACING ,. 3.5" 3" 0:83 0.83 0.78 2 1/2" . 0.66 0.66 - 2" 0.50 0.50 - F.B.C.(High Velocity Hurricane Zone) SST. 1057 © 2003 EASTERN METAL SUPPLY, INC. METALItCH. t nc. 7.3e W. WAND M. MAWS. FL. 33014 {ASSA #26) PHONE: {305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT HV ACCORDION SHUTTER Bertha HVl ccordion Shutter System REV. No DESCRIPTION DATE Drown by: S.M. 1 OLD 04 -112 2/2/06 DATE: 2/2/06 3 4 S DRAWING No 06 -015 SHEET 11 OF 14 • • • • • • • ••••. • • •• • • • ••• •••• • • •••• • • ••- • • • ••.. •• • • • • • se • • ••...• • • • •••••• • • +. MOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, • • • 1..ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: . • • 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT Dee .I�A•CH SECTION ON SHEETS 13 & 14. • • • •eXCEPTION: SEE NOTE 2 BELOW. •••• • 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF • • • G SCREWS AS PER NDS 1997 SPECIFICATIONS. • •: a% €UBSTRATE SHALL CONSIST OF THE FOLLOWING: • sgOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) • • • - DIDUGLAS FIR W/ 0 =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0=0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0=0.38 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as complying with the florid* Buiding Code o -0125• to Acceptance No _.. �..., Expi tion Date PRODUCT REVISED as co mply:a zwith tae nitride S3ikli:;o Cl Acteriii ce N Eapirctien Date By Maud On Division Z .o 6 7 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE /miENC.\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33196 Phone : (305)871-1530 . Fox : (305)871 -1531 e -mail: tilteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. fi 44167 EST. 0157 0 2003 EASTERN METAL SUPPLY, INC. METALliCH. nwc. 7038 W. 0[C011D Cr. P4 AL:AM. !R. 33014 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HV' lccordion Shutter System REV. No DESCRIPTION DATE Brawn by S.M. 1 OLD 04 -112 2/2/06 DATE: 2/2/08 2 3 4 DRAWING No 06 -015 S SHEET 11,. U 1/ It I1. 1 ► Z. . ■ e aSP . ►► ••1 p )• 111A ll 11 ik a \T •a Ii. •1 ■ 0 . .. G _..N MAX. SH - S-A N ; I D_S GN Le ' I ' D ' CORR_ P! •h. ODUY t,i•.. .. _ (SEE MOUNTINGS ON SHEETS 13 & 14). MAXIMUM SPAN (ft) . l.._J Fl T' F j ,4=h,. SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/ MIN. 0 =0.50 SPRUCE PINE FIR NORTH W/ MIN. 0 =0.43 SPRUCE PINE FIR SOUTH W/ MIN. 0 =0.36 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & IOW WALL MOUNTINGS 1w, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 1W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 1OW WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90105 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LESS 12 10 10 9 8. 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 5' -O" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4.512 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 8 ' - O " 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 '12 10 10 6 3.5 - 6 6 5 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 9' -0" 12 10 10 5 3.5 - 6 6 5.5 4.5 3.5 3 12 10 9 4 -. r 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10'-0" 12 10 7.5 .4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 .3 - - - 6 6 4 3.5 3 - 6 5 - - - - 11' -0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - . 6 5 - - - - 12' -0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 . - - - - 6 5 3.5 - - - 6 5 - - - - 13' -O" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4 . 5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 1 0 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - -- 12 - - - - - 5 - - - - - 6 - - - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - - - - - 5 - - - - - 6 - - - - - +. MOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, • • • 1..ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: . • • 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT Dee .I�A•CH SECTION ON SHEETS 13 & 14. • • • •eXCEPTION: SEE NOTE 2 BELOW. •••• • 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF • • • G SCREWS AS PER NDS 1997 SPECIFICATIONS. • •: a% €UBSTRATE SHALL CONSIST OF THE FOLLOWING: • sgOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) • • • - DIDUGLAS FIR W/ 0 =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0=0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0=0.38 (N.D.S.) -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as complying with the florid* Buiding Code o -0125• to Acceptance No _.. �..., Expi tion Date PRODUCT REVISED as co mply:a zwith tae nitride S3ikli:;o Cl Acteriii ce N Eapirctien Date By Maud On Division Z .o 6 7 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE /miENC.\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33196 Phone : (305)871-1530 . Fox : (305)871 -1531 e -mail: tilteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. fi 44167 EST. 0157 0 2003 EASTERN METAL SUPPLY, INC. METALliCH. nwc. 7038 W. 0[C011D Cr. P4 AL:AM. !R. 33014 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha HV' lccordion Shutter System REV. No DESCRIPTION DATE Brawn by S.M. 1 OLD 04 -112 2/2/06 DATE: 2/2/08 2 3 4 DRAWING No 06 -015 S SHEET • •••• • • ••• • •••• • •••• • • e •••• • 9STING GLASS —1 WALL FINISH 1/4"0 TAPCON WI 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EXISTING D CLAM 2 "x4" CONT. WOOD PLATE REO'D. R © iy DPI it 1i WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 9) CW11 Fop," • • • • • • ••• • Jw • • • s • 1/2" MIN. COX PLYWOOD REVD. • • • sate HG MIN. 2 "x4" STUDS 16" O.C. MAX. REQ'D. PLYWOOD TO BE • A ACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. •• WALL FINISH h 11 III a Itt INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 2 "x4" CONT. WOOD PLATE aR © REVD. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS CD 12" O.C. I" Min.- - I"EQ 0-- WALL FINISH J nn X a EXISTING MIN. 1 2 "x4" WOOD if HEADER REQUIRED I 1 MIN. SEPARATION TO GLASS EXISTING 1—(SEE SCHEDULE I G--1 ON SHEET 9) Ci* WALL CONNECTION AT TOP 1 EXISTING 1 GLASS 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) { J WALL CONNECTION AT BOTTOM 1/2" MIN. CDX —� PLYWOOD REVD. WALL FINISH Q-- Min. --1 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADER AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) OD WALL CONNECTION AT BOTTOM SCALE 3/S " =1 " I EXISTING ti GLASS --•1 0 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH I i .l, 0 G a OR ilN )t a m MEI SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. WALL CONNECTION AT BOTTOM I MIN. SEPARATION TO GLASS (SEE SCHEDULE EXISTING ON SHEET 9) GLASS --w1 1 nal WALL FINISH lifiwrim 2 "x4" CONT. SILL PLATE REQb. 1 { 1" Min. m 0 1/4"0-20x3/4-" S.S. MACHINE SCREWS USING 1/4"-20 NUTS 12" O.C. 1 /4 "0 . TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA D MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) 6W WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zone) PRODUCT RENEWED as complying with the 1891i& Bolding Code "7 ,' Z ., Acceptance No Expi • lion Date 0''2F/P if By Miami D Divisioe PRODUCT REUSED as complying with the Florida Btoitling Code Aetept:.-nce 14io Expir8Ii o Date 0 I r— • 'row t BY Miami Da el tToq Division :7 MIAMI —DADE COUNTY 7°-6 P.E. SEAL /SIGNATURE /DATE /TrEz.\ TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St. Ste. 305, VIRGINIA GARDENS. FLORIDA 33186 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco@aoi.com EB- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Lie. IiE 44187 EST.1 O0, C� 2003 EASTERN METAL SUPPLY, INC. METALIItCit. nlc. 7436 W. IRCONO Cif. F11AIZA/'4 FL 33414 (ASSA #26) PHONE (305)823 -4604, FAX: (305)825-7979 MAXIMUM IMPACT Hv ACCORDION SHUTTER Bertha E\ Accordion Shutter System REY. No 1 2 3 4 DESCRIPTION DATE OLD 04 -112 2/2/08 5 5 Drawn by S.M. DATE: 2/2/06 DRAWING No 06 -015 SHEET 13 OF 14 1 • ••••• • ••••• • • • • •• •H •• ••• • • •••41 • • • ••••r • • • •• ••••04/4"0 To�PP�� t/1 172 �• Mi • PENETRAT • F THRMED AREA IN1) WOO6t DECK. .• (SEE SCHEDULE•ON SHEET 12? ••••• •••••• • • EQ 2" MIN. (114x3/4" S.M.S. 0 6" 0.C. OPEN HOLE AT EACH STUD TO ACCEPT 5/18 "0 LAG SCREW AT CENTER OF TUBE. E©OR ® EXISTING GLASS --- MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) O HOLLOW CEILING MOUNTING INSTALLATION EDGE OF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER 0 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1'x4 "x1/8" CONT. ALUM. TUBE (6063 —T8 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' —D" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. ' •• • • •••• EX'94 •••• • • • •••• • • • • • • ••• •• MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) FLOOR CONNECTION 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 4 "x8" (Mln.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. PENETRATION W/ D Min. OF THREADED PN AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS -- —1 ©OR ® MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) O SOFFIT MOUNTING INSTALLATION IMIN. SEPARATION TO GLASS EXISTING H (SEE SCHEDULE Gam\ ON SHEET 9) 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 1 —SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALTERNATE ANCHOR LOCATION k ff10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WALL — FINISH EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4"0 TAPCON ANCHOR 0 6" O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. OR® 1/2" MIN. 1/2" MIN. CDX PLYWOOD. f110x1/2" S.M.S. 0 16" O.0 ®OR ©OR C©OR OR©ORQi8 END CONNECTION DETAIL & 2 "x4" MIN. WOOD STUDS REQ'D. 1/4 "0 TAPCON ANCHORS WI 1 1/2" MIN. PENETRATION 0 12" O.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8" = 1" 2" MIN. FLOOR CONNECTION E OF DECK tF APPLICABLE f:) END CONNECTION DETAIL F. B.C. (Nigh Velocity Hurricane Zone PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No (1/%111 .10 Expi tion Date'LiIr4IF By • ...ea1aY i 1 r M1a1mi a rradact Cotes Division PRODUCT REVISED as complying wF: the Florida Bolding Cede Acceptance No a 6 — 0 Z Expiration Date •a MIAMI —DADE COUNTY /yo P.E. SEAL /SIGNATURE /DATE IILIEC O inc. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3851. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tiltecoOaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. ff 44167 BIST,t4157 METAL1 CH ow. '535 w. SECOND ar. raMSAN. r't. 3301 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 C� 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha H% ACcoTdion Shutter System REV. No DESCRIPTION DATE Dro wn by: S.M. 1 OLD 04 -112 2/2/06 DATE: 2/2/06 2 3 4 DRAWING No 06 -015 5 SHEET OF ;�__�__�` i ` /,, \ • / $ ♦E.; EQ / /0" 1 1 1 I \ ,-' :Ili::: 4. 3• ;ifi All<e •1.t i..'AFI j, .)$!�Y:6:4C. .,, TJNY.I•.. „,. 1/4"0 TAPCON ANCHOR 0 6" O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. OR® 1/2" MIN. 1/2" MIN. CDX PLYWOOD. f110x1/2" S.M.S. 0 16" O.0 ®OR ©OR C©OR OR©ORQi8 END CONNECTION DETAIL & 2 "x4" MIN. WOOD STUDS REQ'D. 1/4 "0 TAPCON ANCHORS WI 1 1/2" MIN. PENETRATION 0 12" O.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8" = 1" 2" MIN. FLOOR CONNECTION E OF DECK tF APPLICABLE f:) END CONNECTION DETAIL F. B.C. (Nigh Velocity Hurricane Zone PRODUCT RENEWED as complying with the Florida Bolding Code Acceptance No (1/%111 .10 Expi tion Date'LiIr4IF By • ...ea1aY i 1 r M1a1mi a rradact Cotes Division PRODUCT REVISED as complying wF: the Florida Bolding Cede Acceptance No a 6 — 0 Z Expiration Date •a MIAMI —DADE COUNTY /yo P.E. SEAL /SIGNATURE /DATE IILIEC O inc. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 3851. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tiltecoOaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. ff 44167 BIST,t4157 METAL1 CH ow. '535 w. SECOND ar. raMSAN. r't. 3301 (ASSA #26) PHONE: (305)823 -4604, FAX: (305)826 -7979 C� 2003 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT NV ACCORDION SHUTTER Bertha H% ACcoTdion Shutter System REV. No DESCRIPTION DATE Dro wn by: S.M. 1 OLD 04 -112 2/2/06 DATE: 2/2/06 2 3 4 DRAWING No 06 -015 5 SHEET OF 1.00" POLYCARBONATE STORM PANELS (HVHZ) f 2.50 " -f 0.100" f- 2.50 " -f AC� TYP "-t `` � 1 - \ ti 1 \ - /ti Y 1.00" f.1" -} 12" (MIN) TO 13" (MAX) PANEL COVERAGE 15 1/4" MAX TOTAL PANEL WIDTH FULL PANEL PROFILE 3" = 1' -0" (SEE GEN NOTE 6) STUD AND /OR LEG DIRECTION MAY BE REVERSED 0.313" 0.562" I I IIhll' iPIti`HtNIIIG';iidl' i N 0 0.125" TYP 1 2.000" -} • • •••• • • • • ••• ••• • .•• STUD ANGLE = i' -o" MOUNT WITH FASTENERS OR STUDS AT 13" O.C. MAX 0 500" 0.313" 0.687" 0.092" TYP 2.000" -- f REVERSE 'F' ANGLE 6" = 1' -0" BOTTOM MOUNT (CONN AS REQ'D) TYPICAL ELEVATION N.T.S. I r w 0 HALF PANEL PROFILE 3" = 1' -0" (SEE GEN NOTE 6) 3.375" 0.285" 0.375 ".} 0.090" TYP N 0.650" 0.320" BUILDOUT 'F' TRACK 6" = 1, -0" 0.875" -} 1i 00.35" 00.60" KEYHOLE WASHER 6" = i' -0" 0.380" -f---f MOUNT WITH FASTENERS OR STUDS AT 6 -1/2" O.C. MAX 0.665" -LI 0.275" w I _.0.095" TYP `F' TRACK 6" = 1' -0" .� _10.865"1_, MIN WASHERED WINGNUT " = 1' -0" KEYHOLE DETAIL N.T.S. ALT: FIELD DRILL 03/8" HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) 1.00" 11u f 2.000" r 0.125" C 0 0 0 ui CLOSURE ANGLE 1 * -0" 0.069" 0.096" 2.250" cc U) N N 0.099" 0.099" 2.000" 0.067" 0.067" 1 Ift N IC/ ,-e 0.375" 'H' HEADER " = 1' -0" f- -2.50" --f FRANK.L. l34EN@ ! NAR.\ # PE00465 , DO, P.E GENERAL NOTES: - 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT. PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE PER TAS 201, 202, & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI -DADE & BROWARD COUNTIES. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7 -02, USE OF DIRECTIONALITY FACTOR Kd =0.85 IS ALLOWED. - 4) THE 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 ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. 6) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, & DOUBLE -WIDE) MAY VARY IN "COVERAGE" WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 7) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTMS, Inc. 8) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARB PANELS ONLY. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t= 0.100" (10.010 ") AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ MUST DEMOSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Fy =8.908 KSI, FLEXURAL STRENGTH Fby =12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 9) ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.N.O. 10) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA 11) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04- 009- FE -FBC & #04- 009- LE -FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORT #0239- 0107 -05. 12) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8" (OR 05/8" WITH KEYHOLE WASHER) WITH ANY FASTENER'iYPE. WASHERED WINGNUTS ............. . SHALL HAVE 0.865" MINIMUM WASHER -DIAMETER. 14) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. f- 2.50 " --f 24" (MIN) TO 26" (MAX) PANEL COVERAGE 28 1/4" MAX TOTAL PANEL WIDTH 2.50 " -f f- 2.50 " --f 1.00" f•1 "t "CLEARMAXTM" DOUBLE -WIDE PANEL PROFILE 3" (SEE GEN NOTE 6) MOUNT WITH FASTENERS OR STUDS AT 13" O.C. MAX CreatasOf- ti 9 N az cs O 11J P-4 000 z a J H a a ° aNe c3 5 C U) 1 2 2 2 m c U U U U U) U) CO, 8 2 0 COPYRIGHT FRANK L BERNARDO P.E. 03- 155 -1343a SCALE: - f 03 PAGE DESCRIPTION: UNLIMITED MOUNTING SECTIONS • • •.•• • • \TOP •.• • • • • • (CONN • • • • • •• •. • • ►• • a MOUNT AS • •• • • .••••. .... • •••• • ••.• • • • WIDTH REQ'D) •• • • • •. • • a • • . . . • • "" / - -_• 1 • • I., `� • ip,• • mow 'SCHEE (SEE SPAN SCHEC . t ••.. •• • • ••• • - ` --- " ._- ___-'T� II / -. i T - BOTTOM MOUNT (CONN AS REQ'D) TYPICAL ELEVATION N.T.S. I r w 0 HALF PANEL PROFILE 3" = 1' -0" (SEE GEN NOTE 6) 3.375" 0.285" 0.375 ".} 0.090" TYP N 0.650" 0.320" BUILDOUT 'F' TRACK 6" = 1, -0" 0.875" -} 1i 00.35" 00.60" KEYHOLE WASHER 6" = i' -0" 0.380" -f---f MOUNT WITH FASTENERS OR STUDS AT 6 -1/2" O.C. MAX 0.665" -LI 0.275" w I _.0.095" TYP `F' TRACK 6" = 1' -0" .� _10.865"1_, MIN WASHERED WINGNUT " = 1' -0" KEYHOLE DETAIL N.T.S. ALT: FIELD DRILL 03/8" HOLE (OR 05/8" HOLE W/ KEYHOLE WASHER) 1.00" 11u f 2.000" r 0.125" C 0 0 0 ui CLOSURE ANGLE 1 * -0" 0.069" 0.096" 2.250" cc U) N N 0.099" 0.099" 2.000" 0.067" 0.067" 1 Ift N IC/ ,-e 0.375" 'H' HEADER " = 1' -0" f- -2.50" --f FRANK.L. l34EN@ ! NAR.\ # PE00465 , DO, P.E GENERAL NOTES: - 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT. PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE PER TAS 201, 202, & 203 TEST PROTOCOLS. PANELS ARE APPROVED FOR USE THROUGHOUT THE STATE OF FLORIDA, INCLUDING WITHIN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) COMPRISED OF MIAMI -DADE & BROWARD COUNTIES. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN CALCULATING PRESSURES PER ASCE 7 -02, USE OF DIRECTIONALITY FACTOR Kd =0.85 IS ALLOWED. - 4) THE 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 ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. 6) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, & DOUBLE -WIDE) MAY VARY IN "COVERAGE" WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN HEREIN, PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM SPACING SHOWN FOR EACH PROFILE. 7) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTMS, Inc. 8) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARB PANELS ONLY. ALL POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t= 0.100" (10.010 ") AND SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV STABILIZED). ANY PLASTIC MATERIAL TO BE USED IN THE HVHZ MUST DEMOSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. TYPICAL TENSILE STRENGTH Fy =8.908 KSI, FLEXURAL STRENGTH Fby =12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. 9) ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.N.O. 10) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA 11) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04- 009- FE -FBC & #04- 009- LE -FBC, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORT #0239- 0107 -05. 12) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 13) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED IN PANELS AT 03/8" (OR 05/8" WITH KEYHOLE WASHER) WITH ANY FASTENER'iYPE. WASHERED WINGNUTS ............. . SHALL HAVE 0.865" MINIMUM WASHER -DIAMETER. 14) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. f- 2.50 " --f 24" (MIN) TO 26" (MAX) PANEL COVERAGE 28 1/4" MAX TOTAL PANEL WIDTH 2.50 " -f f- 2.50 " --f 1.00" f•1 "t "CLEARMAXTM" DOUBLE -WIDE PANEL PROFILE 3" (SEE GEN NOTE 6) MOUNT WITH FASTENERS OR STUDS AT 13" O.C. MAX CreatasOf- ti 9 N az cs O 11J P-4 000 z a J H a a ° aNe c3 5 C U) 1 2 2 2 m c U U U U U) U) CO, 8 2 0 COPYRIGHT FRANK L BERNARDO P.E. 03- 155 -1343a SCALE: - f 03 PAGE DESCRIPTION: F:\01 Project Files \Transparent Protection (TPS)12003 Jobs103 -155 -1343 ClearGuard Polycarb Panels (FSA)103- 155 -1343a 03e Clearduard Polycarb Panels HVHZ (FSA).dwg r EXISTING HOST STRUCTURE CONN TYPE Cl: DIRECT MOUNT W/ REMOVABLE ANCHOR PER ANCHOR SCHED ® GLASS SEPAR PER SCHED EXISTING GLAZING i UI w © U z 1/4 -20 -1 x 3/4" STUDS if AT 13" O.C. MAX I 1 4" {MAX /►t/I!- CONN TYPE Cl: ANCHOR PER HOST STRUCTURE ANCHOR SCHED e MOUNTING SECTION " =i' -0" VERT SECTION EXISTING HOST STRUCTURE CONN TYPE C1: ANCHOR PER ANCHOR SCHED -EMBED Ii 1/2" MAX EXISTING GLAZING L GLASS SEPAR PER SCHED dal �E• ji: io.v.mblanimo AA w F r rI 1/4 -20 x 3/4" STUDS AT 13" O.C. MAX 1/4" j MAX CONN TYPE C5: ANCHOR PER ANCHOR SCHED EDGE DIST EXISTING HOST STRUCTURE MOUNTING SECTION EXISTING HOST STRUCTURE CONN TYPE C2: ANCHOR PER EMBED ANCHOR SCHED • 1/2" MAX X1 /4 " AX aaaaaaaaaast • • p � 't / MAX SPAN & PRESSURE FOR • �� •�i:� USE WITH "H" HEADER: • • • • 60" MAX AT 55.47psf •• • • GLAZIN( 4G SEPAL .10ER•SCHED • • • • • h G &/OR••gSTTUD DIR • 14" B� FORNTER i • • • MOUNT - i •• • -Mr itinum 1/4 -20 x 3/4" STUDS AT 13" O.C. MAX zI aa.. ui ma w= O ti) as w a E CONN TYPE C4: ANCHOR PER ANCHOR SCHED C%) MOUNTING SECTION 2 3 " =l' -0" VERT SECTION VERT SECTION = 1'-0" VERT SECTION ©00 1/4" MAX e —t' EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE CONN TYPE C3: ANCHOR PER ANCHOR SCHED #14 SMS OR EMBED j I p 3/16" POP ■ uu,�� RIVETS AT t 13" O.C. MAX 00 1/4 -20 x 3/4" STUDS AT 13" O.C. MAX GLASS SEPARATION PER SCHEDULE EXISTING GLAZING e 1/4" EMBED BED / ` 1/2" MAX CONN TYPE C1: ANCHOR PER ANCHOR SCHED w z U cc Q© a U) MOUNTING SECTION MAX7f = 1' -0" WALL MOUNT CLOSURE 3" = 1' -0" 1" TO 5" 0 .00 -1- " MIN 4 iMAX OV1/2E RLAP PLAN VIEW EXISTING HOST STRUCTURE, TYP 1/4" L MAX ANCHORS AT 12.0" O.C. FOR P =59psf OR LESS, OR AT 5.9" O.C. FOR P= 120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) TRAP MOUNT CLOSURE 3" = 1' -0" PLAN VIEW VERT SECTION FASTEN PANELS TO HOST STRUCTURE OR VAR TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 1/4 -20 BOLTS & WASHERED WINGNUTS AT 24" O.C. (TYP) EI� NGHOST ' STRUCTURE I...' CORNER CLOSURE N.T.S. PLAN VIEW 1/4" t 0 MAX 0 ANCHORS AT 12.0" O.C. FOR P =59psf OR LESS, OR AT 5.9" O.C. EQ EQ FOR P= 120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) MAXIMUM PANEL SPAN SCHEDULE (POSITIVE CONN.) LOAD. (psf) MAX,_. SPAN (ft) 25 7' -6" 30 7-1" 32 6' -11" 35 6' -9" 40 6' -5" 45 6' -2" 50 6' -0" 55 5' -9" 60 5' -7" 65 5' -5" 70 5' -4" 75 5' -2" 80 5' -1" 90 4' -11" 100 4` -7" 110 4' -2" 120 3' -10" gaff BUILD -OUT CLOSURE " = 1' -0" PLAN VIEW MAXIMUM SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN "MAX PANEL SPAN SCHEDULE" ABOVE ARE MAXIMUM ALLOWABLE SPANS AT EACH RFSPECTIVE DESIGN PRESSURE. 2. THIS SCHEDULE MAY BE USED TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A POSITIVE CONNECTION - i.e. ALL INSTALLATIONS WHICH DO NOT INCLUDE AN "H" HEADER. 3. WHERE THE "H" HEADER IS USED, THE MAXIMUM ALLOWABLE SPAN IS 5' -O" (60 ") AND THE MAXIMUM ALLOWABLE PRESSURE IS 55.47psf. 4. TABLE ABOVE IS VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. FRANK L. BENNARDO, P.E. # PE0046549 111111114.h, z ET r3 WWx Z rya wW3 e T 5 co 2 U U U U J g u 7R Ui w 0 a COPYRIGHT FRANK L. BENNAR00 P.E 03- 155 -1343a SCALE: X03 PAGE DESCRIPTION: OF3 "ANCHOR SCHEDULE • ••• • ••• • • •• • •• • ••• • ••• • • CT.i ANCHOR LOAD (per 2" MIN EDGE DISTANCE Cl Spans CONN C2 Up To TYPE C3 4' -0" C4 C5 C1 Spans CONN C2 Up To TYPE C3 6' -0" C4 C5 Cl Spans CONN C2 Up To TYPE C3 7' -6" C4 C5 CONCRETE 1/4" TAPCON (ELCO OR TTW) WITH 1 -3/4" EMBED (3192psi MIN CONC) 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 120 13.0" 9.8" 10.3" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 13.0" 9.8" 10.3" 13.0" 13.0" 1/4" ELCO PANELMATE WITH 1 -3/4" MIN EMBED (3350psi MIN CONC) 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"13.0" 7.2" 13.0" 13.0" 13.0" ill " °''' " " " "', 65 13.0 "13.0 "13.0 "13.0 "13.0 "13.0 "13.0"13.0 7.2" "13.0 "13.0" 4.8" 13.0 "13.0 "13.0 "13.0 "13.0" 42 i1■1I�,16%,„lll, =1,1 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1/4 -20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED (3000psi MIN CONC) * 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" al 7 °I 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 1/4 -20 POWERS CALK -IN WITH 7/8" MIN EMBED (2000psi MIN CONC) * 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.9" 12.9" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.5" 11.5" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.8" 12.8" 13.0" 13.0" 13.0" 10.2" 10.2" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.4" 10.4" 13.0" 13.0" 13.0" 8.8" 8.8" .1, 120 13.0" 13.0" 13.0" 8.8" 8.8" 13.0" 13.0" 13.0" 8.8" 8.8" 13.0" 13.0" 13.0" 8.8" 8.8" HOLLOW BLOCK 1/4" TAPCON (ELCO OR Trw) WITH 1 -1/4" EMBED i■•••,�•‘‘,= 42 13.0" 13.0" 13.0" 13.0 "'13.0" 4` •i)" C4 ;' 9.8" 9.8" 9.8" 9.8" 9.8" 7.8" 7.8" 7.8" 7.8" 7.8" 47 13.0" 13.0" 13.0" 13.0" 13.0" 8.7" 8.7" 8.7" 8.7" 8.7" 7.0" 6.3" 7.0" 7.0" 7.0" 53 11.6" 11.6" 11.6" 11.6" 11.6" 7.7" 7.7" 7.7" 7.7" 7.7" 6.2" 4.8" 5.7" 6.2" 6.2" 65 9.5" 9.5" 9.5" 9.5" 9.5" 6.3" 5.0" 6.1" 6.3" 6.3" 53" 3.6" 3.8" 5.3" 5.1" 6.0" 120 5.3" 3.6" 3.8" 5.3" 5.1" 5.3" 3.6" 3.8" 5.3" 5.1" 5.3" 3.6" 3.8" 5.3" 5.1" 1/4" ELCO PANELMATE (FEMALE MALE OR PLUS) W/ 1 -i/4" MIN EMBED * - sl'1'1'.11SSS,111'R1l'l'1 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.5" 10.5" 10.5" 10.5" 10.5" 47 13.0" 13.0" 13.0" 13.0" 13.0" 11.7" 11.7" 11.7" 11.7" 11.7" 9.4" 8.4" 9.4" 9.4" 9.4" 53 13.0" 13.0" 13.0" 13.0" 13.0" 10.4" 10.4" 10.4" 10.4" 10.4" 8.3" 6.4" 7.7" 8.3" 8.3" 65 12.7" 12.7" 12.7 "12.7" 13.0" 12.7" 8.5" 6.7" 8.2" 8.5" 8.5" 7.2" 4.8" 5.1" 7.2" 6.8" _ ■���l.,,l:,;.:J.11:0Y-0Fl 120 7.2" 4.8" 5.1" 7.2" 6.8" 7.2" 4.8" 5.1" 7.2" 6.8" 7.2" 4.8" 5.1" 7.2" 6.8" 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED ° °• 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" ea F�1 65 13.0 " 13.0" 13.0 " 13.0 " 13.0" 13.0" 13.0" 13.0 " 13.0 " 13.0 " 13.0" 12.6 u 13.0" 13.0" 13.0 " 120 13.0" 12.6" 13.0" 13.0" 13.0" 13.0" 12.6" 13.0" 13.0" 13.0" 13.0" 116" 13.0" 13.0" 13.0" 1/4 -20 POWERS CALK-IN WITH 7/8" MIN EMBED 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.9" 11.9" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 110" 10.8" 110" 10.6" 10.6" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.8" 11.8" 10.6" 82" 9.8" 9.4" 9.4" • +(1 65 13.0" 13.0" 13.0" 13.0" 13.0" 10,8" 8.6" 10.5" 9.6" 9.6" 9.2" 6.2" 6.5" 8.1" 8.1" • * • 120 9.2" 6.2" 6.5" 8.1" 8.1" 9.2" 6.2" 6.5" 8.1" 8.1" 9.2" 6.2" 6.5" 8.1" 8.1" • • • . t r • .. • • -- • • • • •••• • • • • • ANCHOR LOAD (per ta3/4" MIN EDGE DISTANCE , Cf Spans sCON C2-''''' 1Jir"To �YPEm 'C3 4` •i)" C4 ;' ` `,, " S- ' ' l 61 pans • CONN C -: UP `'Y4E C 6'-0" ' "qC4 '� " CS C1 Spans CONN C2 Up To TYPE C3 ... 7' -6" C4. C5 : • • "• ` • • • • ••• i • • 0` p 3 1/4 TAPCON (EU110 CIA, ITW)•d t t14 WON). • SCREW 0/41- 1 /214MAN . • • •• • •• • • • - 42 13.0" 13.0" 13.0" 13.0" 13.0" 10.1" 10.1" 10.1" 10.1" 10.1" 8.1" 8.1" 8.1" 8.1" 8.1" 47 13.0" 13.0" 13.0" 13.0" 13.0" 9.1" 9.1" 9.1" 9.1" 9.1" 7.3" 6.5" 7.3" 73" 7.3" 53 111" 12.1" 111" 12.1" 111" 8 0" 8.0" 8.0" 8.0" 8.0" 6.4" 5.0" 6.0" 6.4" 6.4" 65 9.8" 9.8" 9.8" 9.8" 9.8" 6.6" 5.2" 6.3" 6.6" 6.6" 5.5" 3.7" 3.9" 5.5" 5.3" 120 5.5" 3.7" 3.9" 5.5" 5.3" 5.5" 3.7" 3.9" 5.5" 5.3" 5.5" 3.7" 3.9" 5.5" 5.3" ( /4_ELCQfrANELI'tAt j FE LE OR Piel35 i�L� (�A WI 1 -7/8" r1IN EMS : 42 13.0" 13.0 " 13.0" " 13.0" " 13.0" " 13.0" n 13.0" " 13.0" " 13.0" " 13.0" " 13.0" " 13.0" " 13.0" " 13.0" " 13.0" 13.0 " 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" - � •l ���>,,<<,,, ,,�1_�1 120 13.0 " 13.0 " 13.0 " 13.0 n 13.0 n 13.0 n 13.0 " 13.0 " 13.0 " 13.0 n 13.0 " 13.0 n 13.0 n 13.0 n 13.0 " 1/4" LAG SCREW W/ MIN 2 -3/32 THREAD PENETR'N �J 42 13.0' 13.0" 13.0" 13.0" 13.0" 8.9" 8.9" 8.9" 8.9" 8.9" 7.2" 7.2" 7.2" 7.2" 7.2" 47 12.0" 12.0" 12.0" 12.0 12.0" 8.0" 8.0" 8.0" 8.0" 8.0" 6.4" 5.7" 6.4" .6.4 6.4" 53 10.6" 10.6" 10.6" 10.6" 10.6" 7.1" 7.1" 7.1" 7.1" 7.1" 5.7" 4.4" 5.3" 5.7" 5.7" 65 8.7" 8.7" 8.7" 8.7" 8.7" 5.8" 4.6" 5.6" 5.8" 5.8" 4.9" 33" 3.5" 4.9" 4.6" 120 4.9" 3.3" 3,5" 4.9" 4.6" 4.9" 3.3" 3.5" 4.9" 4.6" 4.9" 3.3" 3.5" 4.9" 4.6" 7/16" WOOD BUSHING W/ 7/8" MIN EMBED & 1/4-20 S.S. MACHINE SCREW * I, ;‘\1\1\ 42 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13,0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 53 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.8" 12.9" 13.0" 13.0" 65 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.3" 13.0" 13.0" 13.0" 12.1" 8.1" 8.6" 111" 11.4" 120 12.1" 8.1" 8.6" 12.1" 11.4" 12.1" 8.1" 8.6" 12.1" 11.4" 12.1" 8.1" 8.6" 12.1" 11.4" MINIMUM GLASS SEPARATION SCHEDULE POSITIVE LOAD (psf) SPAN LESS THAN MINIMUM SEPARATION AT OR BELOW 30' ABOVE GRADE MINIMUM SEPARATION AT ELEV > 30' ABOVE GRADE 4` -0" 4.13" 130" • 32 5' -0" 4.13" 1.74" 6' -12" 5.25" 3.79" 4` -0" 4.13" 1.38" 40 5' -0" 4.13" 1.93" 6' -6" 5.25" 3.59" 4' -O" 4.13" 1.43" 45 5' -0" 4.13" 2.04" 6' -3" 5.25" 3.49" 4' -0" 4.13" 1.47" 50 5' -0" 4.13" 2.16" 6' -0" 525" 3.40" 4` -0" 4.13" 1.57" 60 5` •0" 4.13" 2.39" 5' -8" 5.25" 3.26" 4' -0" 4.13" 1.66" 70 5` -0" 4.13" 2.62" 5' -4" 5.25" 3.15" 120 3' -10" 4.13" 1.97" ANCHOR NOTES: GLASS SEPARATION SCHEDULE NOTES: 1. GLASS SEPARATION SCHEDULE PROVIDES MINIMUM SEPARATION DISTANCE REQUIRED BETWEEN EXTERIOR FACE OF GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND INTERIOR FACE OF INSTALLED STORM PANEL. 2. SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 1. 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. "ELCO PANELMATE" ANCHORS MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32" OR WASHERED 5/8" HEX HEAD.. 2. ENSURE MINIMUM 2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. .. WHERE. EXISTING S I RUCTURE IS. WOOD .FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD. FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( "SIDEWALK BOLT ") U.N.O. 9. sic DESIGNATES REMAVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. FRANK L BENNARDO, P.E.1 ..PE0046549 • tzge LLI 0z CO z EP Z F .Z.� O W ?® U(j)o W rn U ZW'U a. W Ww3 9 z= a= EwQ 0t-4 to o.D ILI a aI Z 00,.. In A Z o M U� J U a izz m5 0 U U U U U w w 2 2 v N U COPYRIGHT' COPYRIGHT FRANK L BERNARDO RE 03- 155 -1343a SCALE: - 103 PAGE DESCRIPTION: t\VE itinkYZ-1 OM '7 ZOM • ...... Miami Shores Village 17_01-HrlG DEFT 1 BLDG DEPT COMP -SUBJECT TO LI DAIL STATE AND COUNTY RULES AND REGULATIONS 511011E1-5 S •• • • •• • ••• • • • • • • • •••• •••••• • • • • • •••• • • 41 • • • •• •• •• • • • • • • • •41•• •••• • •• • • • • • • • •••• •• • • • • • • •• • • • • • • • • • • • S