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WS-12-1421Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 176477 Permit Number: WS -7 -12 -1421 Scheduled Inspection Date: August 16, 2012 Inspector: Bruhn, Norman Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)757 -5351 Parcel Number 1132050240270 Phone: 786- 298 -7624 Building Department Comments INSTALL 2 HURRICANE SHUTTERS Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 15, 2012 For Inspections please call: (305)762 -4949 Page 13 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 JUL 2.7 2012 BY: FBC 20Uc BUILDING Permit No. WS D _1 4 2 PERMIT APPLICATION Master Permit No. Permit Type: BUILDING JOB ADDRESS: / `7g/ N.E. /01 5+. ROOFING City: Miami Shores County: Miami Dade Zip: >/ 3 F o l i o / P a r c e l # : 11-A0105' 02 7® Is the Building Historically Designated: Yes, NO �°— Flood Zone: OWNER: Name (Fee Simple Titleholder): Alexis 5 4ed1/a / l fl�l Phone#:. C'5 75 7- 53 Address: /`T4'/ ego E / ,0/ 5f J OCL U city: lAdil% SAd h % State: PL Zip: 33/3r Phone#: TenantlLessee Name: Email- hi" 41 at a 48 /• CO y CONTRACTOR: Company Name: Address: P., 10 3 — q City: c7 State: L- Phone/6W / � - Zi 3/F Qualifier Name: 71 ill Phone#: State Certification or Registration #: c VI 5 9 Certificate of Competency #: Contact Phone#: ' & d vaa Email Address: DESIGNER: Architect/Engineer: Phone#: ,C Value of Work for this Permit: $ 17e0 Square/Linear Footage of Work: Type of Work: DAddition DAlteration °New DRepair/Replace is)25:7W1 (1_*;) 1)441661h<512434 Description of Work: ODemolition Color thru tile: Submittal Fee $S-V Permit Fee $ /� () CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 641(..0.0 f C.O.0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoinginformation 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 WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /Owner or Agen The foregoing instrument was ac owledged before me this Cl. day of �\4 ,20\ ,by ediLS 1,4,::v , who is personally known to me or who has produced 6 4 1, As identification and who did take an oath. NOTARY PUBLIC: r Sign: Print: arc My Commission Ex APPROVED BY CLARAGUEVARA MY COMMISSION t EE 168328 EXPIRES: May 12, 2016 Baled Thu May Public lbdnwiRers Signature Contractor r The foregoing instrument was acknowledged before me this 1 day of _ ,20 , by -�0s gr , who s personally known t me or who has produced as identification and who did take an oath. NOTARY PUBLIC- Sign: Print: 6-4ftarte My Comm 441.44** ** * * ** *** *********** **** * * * ** Plans Examiner Structural Review (Revisedl /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk Homeowner Alexis Benjamin Property address 1441 NE 101 St, Miami Shores, FI, 33138 Comments Contractor. Superior Replacement Window & Door, Inc. Lic. # 03BS00463, SCC131150259 21032 SW 91 Court, Cutter Bay, FL, 33189 Ph. 786298.7624 Fax. 305256.9411 Door Window N/A N/A Window Window N/A N/A Window -�^ NIA _ -_` Y , Door N/A 0 - Window o Door N/A N/A = 'b ° m ti 1 N 0 o m -° ? 0 m 0 CO -< a Fri ;` �_� Shutters only )Window N/A i � Window w I Window N/A 1Door II N/A Window Window N/A 0 N/A Wm9 FT fiFT n � d& m r- Win ow c N/ o Win ow 5 o m m "', -" N/A Window N/A 1 V • -- _.. _ - _ _ — — — _____ — _ _ _ — _ — — _ _ Window N/A Window N/A Window N/A Shutters on Gars `� e Front door DoAr / Sheet: 01 01 01 7 -23-12 r_i_ ,,, °\ C I 60 fal @ Drawn by: Fachada Designs gne.com Ph. 305.986.5008 Mobile. 954.445.8079 t. 4y V For Window /Door type, dimensions * calculated DFS see attached chart ENGCO, Inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco@AOL.com REF.#: w 12-24 Date: Contractor: Superior Window/Door Replacement 7/20/2012 21032 SW 91 Court Miami, FL - 33189 Job: Benjamin Residence 1441 NE 101 Street Miami Shores, FL 33138 Wind Load Calculation for Components and Cladding under ASCEJSEI7-10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) Cladding Elevation Minimum Width: (13) Roof Slope • 15 15 48 Feet Feet Feet 5 Low Rise: Buildings with MRH<= 80' and MHR <= B Basic Wind Speed Risk Cate o Exposure (Section 26.7) 175 mph Exposure D: Flat, unobstructed areas and water surfaces Use Figure 26.5-1A or FBC 2010 11.5 Zg 700 Roof Slope Reduction Factor 1.00 4"legl*:440W-ft ,.•:247.A;i*K*&::20&EMX Building Type Enclosed (Fully and Partially Enclosed - Section 26.10) OKMEVON* Kd - Table 26.6.1 Kz - Table 30.3.1 Kh - Table 30.3.1 Kzt -Section 26.8 0.85 1.03 1.03 1.00 0.85 Use of .85 with Load Combination specified in 23 and 2.4 To be used when hill height H >= 5' Velocity Pressure (qz) 68.65 Psf Velocity Pressure (qh) 68.65 Psf Tributa Area 10 ft2 Gepi (Int. Pressure ) 0.18 -0.18 zone 4 zone 4 + Contractor: Homeowner: SRW & D, Inc. Alexis Benjamin 21032 SW 91 Court , Cutler Bay, FL 33189 1441 NE 101 St, Miami Shores, FI, 33138 Tel: 305- 256 -1411 / Fax: 305- 256 -9411 Lic. # 03BS00463, SCC131150259 Mark Window / Door Type Approvals Wldth Height DPS ( +) DPS ( -) J} i. r.h . -) ..i w _n ��w .��! �y F p 441 „.�1* vY a?v, .-ea- s 2 Metal Tech -Steel Storm Panels Shutter NOA # 12- 0320.26 56 43 1/2 91.44 91.44 MIAMI COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 7- Watop Tech, Inc t 2"6 Court Hialeah, Florida 33914 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 RILWAVARIK4114WARild118 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Bertha RV " Aluminum Accordion Shutter System n APPROVAL DOCUMENT: Drawing No. 12 -019, titled "Maximum hnpact HV1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2012, signed and sealed by Walter A. Tillit Jr., P.E., on January 20, 2012 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, the following statement "Miami -Dade County Product Control Approved ", and NOA number, per TAS -201, TAS- 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION ofthis NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or press. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autocratically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA numb preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists ofthis page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by H y A. Makar, M.S., P.E. o¢/Z 6/Z o/2 NOA No. 11-1222.03 Expiration Darrff4/26/2017 Approval Date: 04/26/2012 Page I Metal Tech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12 -019, titled " Maximum Impact HV1 HV2 Accordion Shutter ", sheets 1 through 28 of 28, and sht. 28A of 28, prepared by Tilteco, Inc., dated January 20, 2012, signed and sealed by Walter A. T illit Jr., P.E., on January 20, 2012. B. TESTS 1. See Association's generic approval under 11-1676. C. CALCULATIONS 1. See Association's generic approval under 11 -1676. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting Etwironrnent, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval wader 11 -1676. F. STATEMENTS 1. Release letter issued by the American Shutter System Association, dated January 27, 2012, certifying this product to meet the criteria ofproduct tested and approved and allowing Metal Tech, Inc to use the test results approved under Miami Dade County Approval No. 11 -1676, signed by Ms. Legny Rodriguez 2. Acknowledgment letter by Metal Tech, Inc., dated March 19, 2012, signed by Steve Buzzelia. 3. Letter by Tilteco Inc, dated January 30, 2012, signed and sealed by Mr. Walter A. Tibia, Jr., P.E, certifying that the drawing (No. 12-019) prepared for Metal Tech, Inc. is engineering wise identical to QA's generic drawing (No. 11 -111). E -1 y A. Makar, M.S., P.E. PERA, Product Control Unit Supervisor NOA No. 11-1222.03 Expiration Date: 0412612017 Approval Date: 04126!2012 GENERAL NOTES; 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS SEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WO'H THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CCOE. THIS ACCORDION SHUTTER SYSTEM MAY SE INSTALLED AT 1E04 VEW(XIY HURRICANE ZONES. OE810N WIND LOADS SHALL M DETERMINED AS PER SECTION 1820 OF THE ABOVE MENTIONED CODES, USING ASCE 7-08 STANDARD FOR INSTALIATIONS UNDER 2007 FeC & ASCE 7 -10 FOR INSTAUATIONS UNDER 2010 FBC AND SHAD. NOT EXCEED THE MINIMUM (A8.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 THRU 17 & 25, 28, 28 & 28A IN OR= TO VERIFY THIS ABOVE C NNDRON, LIMNS 0E910 WIND TOADS DETERMINED PER ASCE 7 -10 SHALL BE PEST REDUCED TO A.&D 02518 I WIND LOADS BY 10.11J1PUTING SW BY 0.8 11 MN 7O COMPARE THESE W/ EV& CAS.D) DEMON PRESEW& RATINGS N01040 D ON 1142818 12 'NW 17 & 28, 28, 28 & 28 . IN ORDER TO VERIFY THAT ANCHORS ON THUS PAD., AS TESTED, WERE NOT OVER STRESSED, A 331 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS SC USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR W110 AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 114 ACCORDANCE WITH 8EC1/N18280F 114E ABOVE MENTIONED CODES AS PER A71. REPORTS, -HV BLADE O #0214.01-03, #0718.01 -03, #1004.01 -08, #1214.04.46 #0317 .02--08 AND #0809.01 -10 AS PER TAS 201, TAS 202 A910 TAS 203 PROTOCOLS. -HV 518100W BLADE ® 0805.01 -08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0728.01 -08 AS PER TAS 202 PROTOCOL -HV BLADE® # 0422. 01 -05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS, 2. WV SLADff 10 AND TN' MADE MARE ENGINEERED TO WORK IN UNISON WITH1 EACH OTHER IN AREAS WHH&RE nit DESIGN PRESSURES TRANSOM FROM ENO ZONE 6 70 INTERIOR ZONE 4. EACH WINO ZONE MUST M CLEARLY IDENTIFIED N AOCORDATNCE WITH SECTION 8, OF A80! 7 -05 STANDARD FOC 2007) & ASCE 7 -10 (780 2010). ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED 10 THE CORRESPONDING WIND ZONE THIS MOLL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO 6A88. 0EU6 474110N OF WIND ZONES 4 AND 5 AS WELL AS VA101IY OF COMPONENTS FOR HY BADE() & ®A CORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIO4 REGISTERED ENGINEER OR *Rainer BASED ON BUILLEM CONFIGURATION AND ASCE 7 STANDAI0, AND SHALL 0E SUBMITTED TO THE MELDING OFFICIAL AT THE TRUE PERMIT IS APPLIED FOR. HV NADE 10 AND HV W1NOOW SIAM ® ARE ALSO ENGINEERED TO WORT( N UNISON WI1N EACH OTHER 014028 THIS OENERM. LACERATIONS ANC CONDITTIONS OF USE INDICATED ON SHEET 28. 3. SERIES *000901014 STE61. SCREWS ON 14 350 Y STRENGTH KNUCKLE 101 TEN STRENGTH. PINS SHALL 9 � WITH 14X2.78 AND Y 7 WELD COMING RESPECTIVELY, 4MANUF MEW BY APPROVED 0041140 APPLICATORS, REGISTERED WITH MERMAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HAT MARIONG ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WELD STRENGTH FOR 8083 -78 MAY IS 31.7 Nut AND 35.7 AN FOR 8006 -111 ALOY. 8. ALL SCREWS T0T0 OSTAI F 5E 304 0R 311 DES OR CORROSION RESISTANT COATED 0428044 8TEEL A8 PER ON 00018 WITH 80 Ntl MIN. YIELD STRENGTH AND 90 Nei MN. TENSILE STRENGTH MD 6. BOLTS TO BE ASTIR A- 307 GALVANIZED STEEL, OR ANSI 304 OR 318 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. 7. SEE THE 704LOWNO SHEETS FOR ANCHOR SPECIFICATIONS: 14V SLAM �: 13. 14, 15, 18, 17 AND 28A. HV BLADE 1 28. HV BUM 1()& ® WORKING N UNISON: 13, 14 & 18. 5. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #8779,882. COMPONENTS M THUS APPROVAL ARE COVERED, N WHOLE OR N PART BY U,8. PATENT 05'488,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R SHALL M THE RESPONSISUTY OF THE CONTRACTOR TO VERIY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 M A1TAOH2O TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REIMS, THIRD FASTENING IN CONTINUOUS CONTAIN WITH ME BOLDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH IT M4481' BEAR ANTES At� E 4. 414 4 K ALL LLHV C 8 WITH LOCKS. WARNING NOTE DURING PERIODS OF HURRICANE WAR NE= HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL 11. * PERMANENT SHUTTER MANUFACTURER'S LABEL 8MAJ. BE Pt*0E0 ON THE EXPOSED SURFACE M THE SIDE RAIL APPROXIMATELY 4" BELOW THE TOP OF won RAG. LABEL SWILL READ AS LEVIN. =Ho 940, HIALEAH. FL MIAMI -- DADE COUNTY PRODUCT CONTROL APPROVED. 12. INERTHA V RD SHUTTER SYSTEM'S INSALLATION SHALL COMPLY WH SPENT NOOATED N THIS DRAM NO PLUS ANY ENO AND Z0NIN0 REGULATIONS PROVIDED SY THE JURISDICTION P , 6 APPLIED TO. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 672 SPECIFIC PROIECTI Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) COF RRO70 6t RESPONSIBLE MO ON THIS THE SELECTION. T PURCHASE CONSTRUCTION AND IN SAFETY AST SITE THE CONTRACTOR'S 8472 OF THIS PRODUCT, 014 MIS PAD., PROVIDED HE/SHE DOES NOT DEVIATE (a) MIS PAD. WAIL SE CONSIDERED INVALID F *425*EO BY ANY MEANS. (@� (d) RESPONSIBLE Roams THE PROPER L PREPARED OF THE RAA.D ENGIN 107 R�COA AAN�OATED EN0N658 700 BECOME THE PAD. ME st02447)TO FOR THISSu7 THE 51175 WHO DRAWINGS FOR REVIEW. (a) THIS PAD. SHALL MAR 111E DATE AND MOM. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 15. TABLE QE CONTENTS AREA 1: HV BLADES al (A & GENERAt. NOTES SHEET 1 SYSTEM COMPONENTS 1 -20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 AREA 2t HV BLADE fi) AND ITV WINDOW BLADE Ca (WHERE APPUCABLE) TYPICAL SHUTTER. ELEVATION & NOTES ON LOCK SHEET 8 INSTALLATION DETAILS A -E, CONCRETE /BLOCK SHEET 8 INSTALLATION DETAILS F-1, CONOREIE/BLOCK SWEET 7 OEN7ERMATE DETAILS HV SHEET 8 CENTEIIMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 1 teo CONNECTION Duels 1-6, CONCRETE/BLOCK 8HEE7 11 E MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- CONCAVE & BLOCK stem 18 ANCHOR SCHEDULE- W000 SHEET 18 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M -R, WOOD MEET 18 INSTALLATION DUALS 5 -4, WOOD SHEET 19 END CONNECTION DETAILS 7 -12 & X, WOOD SHEET 20 AREA 3: HV BLADE ) ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCK INSTALLATION DETAILS A0.-CG, CONCRETE OENTERMATE DETAILS HD END CONNECTION DETAILS 1 -8 & X OONCRETF/81.00K MAXIMUM SPAN TABLES ANCHOR SCHEDULE, CONCRETE SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 28 SHEET 28 AREA 41 HV WINDOW BLADE ft ONLY. TYPICAL WINDOW MADE & WINDOW DETAIL SHEET 27 TYPICAL. SHUTTER ELEVATION SHEET 28 AREA St dV WINDOW BLADE (1) ONLY INSTALLATION DETAILS, METAL 9710 WALLS SHEET 28A FL • A BIM MIAMI -DADE COUNTY i i) 1%.,,,9 0.1 AL �FL`'t# P.E. SEACMATUR DATE TIT INC. \ 11L.UT TESTING & ENGINEERING COMPANY 938* -FLU. 3814. el" TNT. 305 131I03414 OA17 19, FI.OWM 33188 Rues , (305)971.1530 . Fart (300)871 -1531 s-m18, 91MosOacLOOm E8- 0008719 WALTER A Miff Jr. P. E. FLORIDA Ua. # 44187 METAL TECH, INC. CASSIA•# 28) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 CODE HL, h Velooi rri ®X 2012 EASTERN METAL SUPPLY INC. e Zone' MAXIMUM IMPACT HV1 I4V2 ACCORDION SHUTTER 01.0 07- 213 01/20/1 2 a 4 5 TE: 01 20/12 DRAWING No 12 -019 SHEET 1 OF 28 4 HV SOUD BLADE UNDER US PATENT # 5458179 0 HV BLADE HV WINDOW BLADE* COVERED UNDER US PATENT 6468179 *SEE UMTTADONS OF USE OF BLADE ® ON SHEET 28 8008 -T5 ALLOY AND 6063 -76 ALLOY AND TEMPER ®HV ADJ. F • • I. TfCK QUALIFIED F« ASE ' BLADE 4 , & 6063 -75 ALLOY ANO TEMPER 0 ,HV GEIUNG HEADER QUALIFIED FO USE ®W IN BLAE de SEE SEOI1ONS-FOR VAUDITY 8063 -78 ALLOY AND TEMPER ZiE MNY Marl Z:3 6 i SIDES FLED FAR ,LSE yj HV BLADE atigp 6063 -T6 ALLOY AND TEMPER ® HV ADJ. ADAPTER W /UP QUAUFIED BLADE FQR qa & HY f 8063 -76 ALLOY AND TEMPER ie t� HV HEADER /SILL, QUALIFIED FOR USE W/ HV BLADE & SEE SECTIO FOR AUDITY 8083 -76 ALLOY AND TEMPER ALUMINUM ANGLES, QUALIFIED FOR USE �pWU /EHV EINAtA OYSCAND 7WER QUAUFIED FOR USE W/ HY BLADE 8008 -78 ALLOY AND TEMPER 8®)4V WALK -OVER TRACT( QUAUFIED FOR USE W/ HV BLADE Q &d 8063 —T8 ALLOY AND TEMPER © HD CEILING HEADER /S16L, QUAUFIED F0 USE W/ HV BLADE SEE SE NS` FORVAUDTtt 6083 -78 ALLOY AND TEMPER COMPONENT A 2 71 T2 .BLADE 0 ii 12121 wa) r MAX, 0.180" 02 IN MIAMI —DADE COUNTY imy z ALS'ONAL iit P.E. SH LIRE /DATE. VARIES ®}4V DIRECT MOUNT QUAUFIED FOR �SE HV BLADE 1 , & 8083 -78 ALLOY AND TEMPER ®HV TRENCH TRACK QUALIFIED F05 USE W/ HV BLADE ONLY. 8063 —T8 ALLO AND TEMPER 1© ,HD WALL HEADER /SILL QUALIFIED USE W/ HV BLADE & SEE SECTION FOR VALIDITY 80 -76 ALLOY AND TEMPER / I1LIEcOINC.\ TILLTT TESTING & ENGINEERING COMPANY 8350 5135. 3504 81., 0% 305. V010084 0508565, nom 33150 PMs,e . (303)571-1530 . a 5115 7t -1831 y8 8212R A. MUT 14rr. P. 2. FLORIDA +.N. 9 44187 ©0u ®HV 90•/180• STARTER QUAl HV 81.AD F SE 2) BLADE 1 & Cir2)F 6083 —T8 ALLO A TE ER 37 .124 ® }IV RAINOUARD QUAtJF1ED P05 USE W/ HV 6063-MY A&NO TEMPER SD 0C LI HEA7R/SU ED ER elE 6083-T8 ALLOY AND TEMPER ® CORNER POSTS QUALIFIED FOR 1 SE W_/ HV BLADE 9 &pp 8003 -78 ALLOY AND TEMPER FLORIDA BUILDING CODE (filch Velocity Murrloone Zone' METAL TECH, INC. (ASSA # 28) 7836 WEST 2 COURT HIA EAH. FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 $� 2012 EASTERN METAL SUPPLY, 083. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER ■ um* MV TM Aoomdlm syn.n LV. BADE iI1 8/ N /0 H,V 8008 BLADE & HrtV, BLADE ii 0.5 1 Ot /P2/0� /012 2 GATE: DRAWING No 3 12 -019 OLD 07 -213 01/0/12 s 8 2H0F 28 s5..8.ILS. CAST HV CENTERMAT$ QUALIFlED FOR USE W/ HV BLADE plc ONLY 8003 -78 ALLOY AND TEMPE QU VW PLAN 4 FRONT ELEVATION 0 HV M LE "T" LOCK CENT RMATT LOCKER FOR "T" LOCK CENTERMATE QUALIFIEJI 208F3-1 OR W /AND TBLL0Eti%'ONLY QUALIFIED FOR USE W/ HV BLADE @ONLY 8063 -T8 ALLOY AND TEMPER ) IV FLOATING CENTS��M1IA ED FOR USE W/ HV GLADE (1)& ( ONLY 8083 -78 ALLOY AND TEMP .1 11e c cll AUFIED FOR USE W/ HV BLADE 6083 -18 ALLOY AND TEMPER HD CENTgRMATE NO LQCKIPJO ROO QUALIFIED FOR USE W/ HV BLADE(1) &(.1) 8063 -T8 ALLOY AND TEMPER 0 LOCKIING�SROO p QUAUFIED FE(1� QI & 6083 -T6 ALLOT A TEMPER A S INSTALLATION WILL REQUIRE A 7/16" HOLE D AT TRACKS FOR PROPER EMBEDMENT roam- v- cw-nimming .HV FEMALE "T" LOCK CENTERMATt 431 �V "T" LOC3 QUALIFIED FOR USE W/ HV BLADE.{1QONLY QUAUFILA R E 8083 -T6 ALLY AND TEMP W /HV BLADE1 ONLY. MSS OYUNOER KEW PLATED (CHROME }IV LOCK QUALIFIED,,,IOR USE W/ HV BLADE & Q8 ONLY. ONLY PLASM HEAD Mr 401020 • 1/4" 20 x 3//4" RNETINO THUMBSCREW 1/4 "0 -20 RIVNUT! •8ERIES 8444 &WINW (2024 -73 *L 04) LARGE EWE THIN SHIN NU1801T. PART • 0820, AS MANUFACTURED EIY A00El. CHERRY SWORN, PAREIPPFNY. NL71 JERSEY 07054 OR EQUAL H ALTER S E LP K QUALIFIED F USE W BLADE 1 ONLY. ED FOR USE W HV GLAD 8003 —T8 ALLOY AND TEMPER 73 "0 CO .HV ,3/80-1 6 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE ®& g iSNF fii 0 �11�Q C‘eENSS v HD CQEpNTERMATE'SgJ�W RT IREZ AULSLOYW�D TEMPERE © &O /4 "0 HV 1 /S, THU BSCR�y4" 0 -20 AISI 304 E5 5 y� QUAUFIED FOR USE W/ HV BLADE (I) & Q HV EGRESS LOCI( QUAUFIED R USE W/ HV BLADE 1( jam& &1 ONLY. AFTER RIYERNO }ID LOCK BY REGENT HARDWARE MORTISE LOOKS SERIES 2333 HOOK BOLT LOCK. QUAUFIED FOR USE W/ HV BLADE p & FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zo MIAMI -DADE COUNTY y *. ..•4.9e.1D�a;,•.+. ' ,5ktiAL E` 61+1,111 P.E. "SERI " / XfURE /DATE /1itIi15.\ T)LLIT TESTING & ENGINEERING COMPANY 0320 N.R. 381h. Q. Ste, 208, MOM QAE, FLORIDA 32188 Phone I (30871 -1530. Fax : (308)871 -1531 4—m414 5044404el.eom WALTER A. TILE Jr. P. E. FLORIDA Ile. i 44187 METAL TECH, (ASSA # 28) 7635 WEST 2 COURT HW EAH, FL 33014 PH (308) 823 -2323 FAX (305) 826 --7979 /4 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV7 NV2 INC. ACCORDION SHUTTER H.V. OR R/0 H.V ODOR AUE & H. +I2 o,, nF..a. DATE: 01/20/12 DRAWING No 12 -019 0.eY. DLSORIPi10N 1 OLD 07 -213 2 . a DATE 01/20/12 4 8 8 3H0F 28 SHUTTER ASSEMBLY SCHEDULE FOR HV {'D; HV 0 AND HV 2 BLADES. 0 HV BLADE 1 HV BLADE 1A Q HV BLADE 2 03 HV LONG RECESSED NYLON BUSHING 0 HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER 40 HV WHEEL CARRIAGE AISI 302 -303 SERIES 4.870 "x3/16" THICK NYLON WHEEL. 0.188 "4 AISI 302 SERIES S.S. RIVETS a HV 1 3/4" ACCORDION PIN W/ #8 HEAD * 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 6 POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) * liV PBS l UI1 178 AT MOM Mt K40C ItNUCKIB RD* $V 1 FIV & * NV(� glMFA. (1) NV PO4Q SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KN KLES OF HV ACCORDION SYSTEM W/ HV0 OR HV BLADE. (2) HV PIN QI MAY BE USED IN LIEU OF AND ONLY AT EXTERIOR 80 0M KNUCKLES OF HV ACCO ON SYSTEM W/ HV® BLADE WHEN CORRESPONDING TO INSTAUATIONS °CC° AND °DD °, SHEET 22. (3) HV PIN :F' OR ® W/ 1/2° O.D. 1/18" THICK S.S. WASHER SHALL BE U.,y' FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24, 1111 ll% VIII EXTERIOR ( or 4 REQUIREMMENTS) MIAMI —DADE COUNTY TYPICAL SHUTTER ASSEMBLY SCALE: 3/8° m 1° WHEEL CARRIAGE DETAIL N.T.S. 3/8'0 fry S 11 MI M 1111 "1.315'0 hd 11 I0or® moram 00 or® /1itri1.\ TILLIT TESTING dt ENGINEERING COMPANY foss NA nth. st., et:, 306, 11RONA off, FLORIDA S3/0t Phony t (306)8'7'1 -1830. Pax t (308)871 -1831 a—math fill•000aoLeom WALTER AA.TILUT Jr. P. E. FLORIDA Lb. # 44187 EXTERIOR HV PIN © OR EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) AT ASSEMBLY LAYOUT N.T.S. FLORIDA BUILDING CODE (High Velootty Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7836 WEST 2 COURT HIALEAH, FL 33014 PH (308) 823 -2323 FAX (305) 825-7979 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER SI*TNt►NVa Amman Om JIy. BLADE #1 W/ OR W/0 H.V WINDOW &ADE & ICY..1ADE #2 RSV. No DESCRIPTION DATE Mom! an F.P. AO. 1 DATE: 01/20/12 a 3 OLD 07 -213 01/20/12 4 DRAWING No 12-019 e 0 SHEET 4 .OF 211 .gym c>0 fb .,,� • -,app �IE G SEE IMO CONNECTION LS ON SHEET 11 TYP, PILL HEIGHT. WOWED MN ®406"0`06"C0#0 TYPICAL (f HV BLADE SHUTTER ELEVATION. N.T.S. MIAMI_ AQE COUNTY .mss /QNAl.��6►N P.E. SEAMI ffURE /DATE OF CORNER CENTERMATE *NOTES ON HV LOCKS AND CENTERMATES: 1. 1 CONDEMN fi= ONE HV LOCK 41 or SHALL SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR Mir CENTERMATES W/(2) _f 4"b- 202/2 LONG FLAAN EAD S.8 OUTSIDE OCATION OP LOCK SHALL OR INDKATED ON TYPICAL S ATIO N. Li •:•:: 1 1 ..1.Fi vI.•,. >: TWO HV LOCKS 4' OR ' OR ONE HV LOOK ` OR T W TWO Tt. M" `G , DS �, AT OP & _ •TTOM SHALL B "S • - ANY SPAN AND I '- AT ANY ELEVATION. HV LOOK 3 OR SHALL BE ATTACHED TO OR CENTERMAT'ES W/ SAME SPECIFICATIONS AS PER MANDA •' CONDI1iON #1. LOCATION OF LOCK AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. •r , •i• 1 M11 IF DESIRED FOR SETTER PERFORMANCE OR FOR SECURRY PURPOSES, UP TO TWO HV ,. °� °3' .1. MAY BE USED AS AN INSIDE OR OUTSIDE LOOK. CONNEC110N OF LOCKS TO CENTERMATES OR % r - = BE AS I DICATED ON NOTE 1 ABOVE. LOCA • OP' LOCKS SHALL BE AS INDICA= ON TYPICAL SHUTTER ELEVATION. 4, ,OPTIONAL CC • OM #12 ONLY WNEN TDPN COMMON f1 OR LIMITED MANDATORY CONDITION r 1= ;-ia• Air • •,! • LOCKING RODS ARE NOT REQUIRED AT RRICANE POSMON, BUT MAY E a� Tai EN SHUTTER PERF CE. LOCKING RODS ci9 OR AN ALTERNATIVE DEVICE MAY ALSO SE USED AT STACKING POSITION (NON HURRICANE POSITION). • :. �,i,•iu „ 'i; ONE HV LOCK ® BE USED AT CORNER CENTERMATES FOR ANY SPAN 11i t AT 1T' 3 AVON. HV or SHAL1. BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ? CORNER CENTERMATE__W /(2),1/ 0 -20 x 1/2" LONG FIAT HEAD S.S. M.S. TWO LOCKING TADS AT TOP & M SHAD. BE USED. LOCATIPI OF LOCK SHAD. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. & *� :. ,. .•1 :..r •.•I... ri: „1=+I :1,•': • 3,.1! 3:;.r,.:. 13, •i a TE L00 . , L : , .T -I -4 m . T • F• L, or AN AND I 'i4 11ONS AT ANY ELEVATION. Al.'�-NA LOCK 4) MAY BE USED AS AN 1 810 OR •OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 2Ox3/4" S.S. THUMBSCREW TO � OR CENTERMATES SHALL BE MADE W/ 1/4`0- 20x3/4° ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE-LOCK SHAL1. i! USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. • aCrl r *NOTES ON HV "T" LOCKS AND CENTERMATES:. }. =as Ammar TO MANSA _. DONDTRDN t VALID any .POR NV T L ® . i. CENTEAMATLS1 AND SAIA�ST} 0 E ALTERNATE HV LOOK {•, MAY SE a• IN UEU OF HV LOCKS OR +?'= FOR ANY SPAN Al ANY ELEVATION. Al. y`I . TE LOCK ti r Y BE USED AS AN INSIDE R • ,E LOCK. ATTACHMENT OF LOOK INCLUDES USING ' +a N LOCK AS SHOWN ON SECTION HVO, SHEET 8, WHICH MUST BE CONNE TO CENTERMATES ? AND W/ 1/4 "0 -20�x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WINONUT OR W/ 1/4 "*- 20x1" S.S.M.S. A 1/4 "0x 8 /11" RIVNUT. K MAY BE INSTALLED AT MIDOPAN OR 12" MAXIMUM I VE AND BELOW MIDSPAN. uSE OF TWO LOCKING ROTS TOP AND BOTOM IS MANDATORY, *MOTES N_ HD LOCKS & CENTERMATES: AS AS OR FDA AND W6TAL@ONS A AN ANY EVATION. ALTERNATE X 3/8 F.H. 8! INCWDEB USED LOCK, ATTACHNEYT OF HD REINFORCEMENT INSERT hJ AS SHOWN ON SECTIONS HDS -HYB AND A00 —HVO, SHEET 10. LOCK !MY HE INSTALLED AT MIDSPAN OR 12" MAXI- ': BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 4) IS COMPLETELY OPTIONAL. /1itii1.\ TINT TESTING & ENGINEERING COMPANY 8368 N.W. 3Mh. St, *6. 301A NROINN woos. nam 387N Phone : 1 -1 )871 -7881 EB- 0000718 METER A TIUJT Jr. P. E FLORIDA Uo. $ 44167 FLORIDA BUILDING CODE (High Velocity hurricane Zone; METAL TECH, INC. (ASSA # 28) 7635 W T 2 COURT HIALEAH, F1. 33014 PH (305) 823 -2323 FAX (305) 828 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HVI HVZ ACCORDION SHUTTER 81,0E l 8 1i7k N /D H.V WINS F.P./A.O. NV ° Aocti doo Strutter System ENADE 8J. x Da PT DATE 1 01.0 07 -213 01/20/12 DATE: 01/20/12 a 3 4 DRAWING No 12 -019 8 6 5 OF 28 CONCRETE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E. 280" Max. OWING ® }IV WALL HEADER INSTALLATION D48flNS OR a0ETE ANCHORS ,�.� SEE SCHEDULE ON / �h fJ1 Almr t 4°0 -20x3_ _/4°__8.8. USING 1/0 20 NUTS 111 WHO (lij an /1 OPTIONAL 1111 1111 280• MIN. SEPARATION r —(SEE TO SCHEDULE MEMO SHEET 12) {� ,MV WALL HEADER INSTALLATION ei3 1 il2ox,3 /4° I MU HEAD MACHINE 220222 U81NO 1/4" -2o NUTS • I2' O.C. ORCCONCRREETE 81.0014 "'"L REQUIRED © .I4V WALL SILL INSTALLATION NEME F'AR 00852u11D2 GF iECfl0Nl; I SEE SHEET 4 FOR TYPICAL SHUTTER 2- MOIRWTINO SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. ae EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) ® HV WALL SILL INSTALLATION • SEE IJMIIATIONB OF USE FOR BLADE ON SHEET 28 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE EXISTING CLASS © HV WALL HEADER INSTALLATION, POURED CONCRETE OR ORETE BLOCK REaxRE° QHV WALL SILL INSTALLATION INSTALLATION DETAILS W/ C.D HV BLADE & {C'D HIV + C HV BLADES) AS APPLIOAQLE CONCRETE ANCHORS (SEE SCHEDULE ON 1° Men. °0 -2oEn /4. S.S. PHILLIPS MUSS H MACHINE SCREWS W/ 1/4. -20 NUTS O 12' at /1Tt1i1.\ TILUT TESTING & ENGINEERING COMPANY Ion SS. 381. 8t.. me. somototo was, TRAM 757814 Phone i (308)871 -1830 . Fax s (308)871 -1831 0—m8B2 UReooead eem ®- .1I WALTER A TOUT Jr. P. E. FLORIDA Lie. # 44167 FLORIDA BUILDING CODE (Nigh Velocity Hurricane METAL TECH, INC. (ASSA # 28) 7838 WEST 2 COURT HIALEAH, FIL, 33014 PH (305) 823 -2323 FAX (305) 828 -7978 tm 2012 EASTERN METAL SUPPLY, INC. Zone MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER ILV MADE ■eRVHAMy "Aaoondton$ rgy Ne No 1Y/ CR N !0' H V 81422 Or & !� /2 1 OLD 07 -213 01/20/12 DATE: 01/20/12 x DRAWING No 12 -019 O 8 3 SHEET 28 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 10e3/4° HEX WASHER HEAD 7EK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) OR ((� HV CEILING INSTALLATION ®. EWE OF SLAB IF APPLICABLE POURED R�EOUIRRETE ED HV FLOOR INSTALLATION t /14N3 4° HEX HFAD 7EH • B• C.O. OR 1/4 °0 -20 S.S. M.S. W/ NUT 0 S° O.C. OPT1oNAL AIRED UJ ,NV. RAINGUARD INSTALLATION t (I. QT' FOR OCMBINA,ON OF RF[H10N61 1- SEE SHEET 4 FOR TYPICAL SHUTTER AMA' WADY 70 MET ANY I�ALLLATITIONN E • E. D. a EDGE DISTANCE • (SEE SPECIFICATIONS ON SHEET 14) Appmwda7 1/2° CONCRETE ANCHOR POURED 1 0NORETE Nee 8FEET 15) ON RREEQQUUIIRR NV WALL FLOOR INSTALLATION MOE OF WS IF APPLICABLE #10/4" EEAD Mt 0 12° qq 1143/4 3.118. ®B"0.C. 1'140 A° i ii sp1��1,�GEPIS�r'••9. =EL THIS INSTALLATION SHALL BE REMOVABLE ADJACENT TO WHEN PERFORMED AN OPERABLE EXIT MIAMI -DADE COUNTY FSStONA.._o.AL P.E. SEAL/SIGNATURE /DATE ♦ SEE U1 1T10N8 OF USE FOR BLADE ON 814FET 28 /1TtTiT13.\ Tnrn TESTING & ENGINEERING COMPANY 8318 N.W. 3818. 6t., BG. 308, VIT ONIA MEM 11018* 33188 nom f 08)871 -1630. Fax s (305)871 -1531 e —rne0s UkoLOmn WALTER Jr. P. E. KOREA Ue. # 44187 0. FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) 014V WALK —OVER INSTALLATION #144/4" F.H. 5.0.8. • B° 0.0. NOTE PICONCXPo III LOCK ON > 1 ) REQUIRED a HV WALL WALK —OVER INSTALLATION INSTALLATION DE`G'A S W/ H. V BLADE & �C HV + HV BLADES) AS APPLICABLE. FLORIDA BUILDING CODE (ptph Velocity Hurricane Zone; ,' t si r_ ;hiss Dm, 008081 •N METAL TECH, INC. (ASSA # 28) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (308) 828 -7970 0 2012 EASTERN METAL. SUPPLY, INC. MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER 3 4 was .P. OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 12 -019 7SHIN 28 SEE END WALL CONNECTIO OUT DETAILS ON SHEETS 11 FA 20 212 °R1/SW- (8083 —TS ALLOY) ALUM. MiGLEANCHORS 1.14°1* TO CONCRETE (4)-010AT � H MP) IN ,-came GLASS OR®cR ®• (> 8® 1 O « ®°1 , ®, O.(>0.CO -0., gym+ 1/2° INSTALLATIONS W/ a HV S SEE NOTES ON LOCKING R00SO , HY L0oKS() are AND ALTERNATE 11V LOCK 5 ON SHEET 8. ** BLADE SLACK DETAIL HYF re VALID FOR ALL o&NTERMATE8 APPUCAIION WITH BLADECt L_(ISTINO CLASS 3 1/4" %103/4° S.N.S. A 12° OO..C. FULL LENGHT. 7° APPOSING, 4.4 W/ HHV LOCK or ti 1/2° SEE END WALL CONNECTION r SYMMETRYCAI CENTERM,. Yt!/ HV LOCK F or cT* cf 0.0 0-0.0 • WI IN HVA ,HVB SYMMETRICAL GLASS IN OPTIONAL 1 OUT 1 OCOOO® HNC. err• �8 1 � Ef08T1N6 0 al :8p4pe MIN. � ON TO GLASS (SEE SCHEDULE ON SHEET 12) O. tr ®.@ (E. E. fi`, ° POURED CONCRETE OR CONCRETE 81.00( WALL OUT OUT MIAMI —DADE COUNTY %'S�OI�AL P.E. SEAL/ 1 I IRE /DATE HVE / areraill I NC TILUT TESTING & ENGINEERING COMPANY 8333 N.W. nth. St. 5811. 308, 6021016 SNOW, RAMA 3316t Phan 1 (3oa)a71 -1830 . Fax i (308)871 -1831 -met enuocuroaeom FALTER A. MUT dr. P. E. P. P100406. Ua / 44187 .. FLORIDA METAL TECH, INC. (ASSA # 28) 7835 WEST 2 COURT HIALEAH, FL 33014 ,HVF ** BUILDING CODE (HLan Velocity Hurricane Zone; PH (308) 823 -2323 FAX (305) 828 -7979 40 2012 EASTERN METAL SUPPLY, 010. MAXIMUM IMPACT HVI HVE ACCORDION SHUTTER eaccntA HV Aoonxdla0Shuttere m H.V. BLADE 11 W/ OR 11/0 H.V WINDOW BLADE & Itv RAVE 1� REY. No DESCRIPTION DArc + yr, F.P• A. • 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 3 4 DRAWING No 12 -019 a 8 8 SHEET 28 ALTERNATE INSTALLATION W /HV "T" LOC HV SEE EN0 CONNECTION DETAILS ON SHEETS 11 & 20 MALE /FEMALE "T" L CK CENTERMATES 'E°/ . & LOCKERS W/ Q HV BLADE * OUT (e053 -Te ALLOY) AUl1. AN0L0_ _ M /(4)_ 115 OON TPPCON AnaNa (10P/ /BOTTOM) )8)#1021/2' S.M.& TO TI AT PON ANGLE. (TYP) w IN f1...di— EXISTING MASS 10- ®a1 ®•� ©• ®. 0A ®•O .0-®.0.60. $LADE SLACK DETA HW, INDICATED ON MEET $, AS WELL AS UNIVERSAL FLOATING sum ® DErM. H0D -NYD , INDICATED ON SHEET 10, MAY BE USEO WTJH THIS ALTERNATE INSTALLATION AIL Hirai 980814 81 THIS SHEET, ,$EE ENO CONNECTION DETAILS ON SHEETS 11 & 20 1/2. L /`ta";4%a PULL LE0NOHT4. ¢/ LOCK "T" €C) IN o e LOCK T(INSIDE) � ~' 4:164:166, :�� R y � � ________Ti �� K II ► OMR kW tiP '612421111.111 Mir410Y - 1111111111 I_I •I►. , Irsl ■IVY * SEE NOTE 6 FOR HV LOOK 3® , LOCK, ON SHEET 6. f SERIES 9444 ALUMINUM (2024-73 ALL011 LARGE FIANCE THIN SHEET NUUitn,, PART # 0620, AS MANUFACTURED BY AVOEL CHERRY 7I,7XTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL 1/4" 0 -20 x 1 1/2" S.S.M.S. Pa41 W/ 7/8 "i x 3/32" WINONUT. P=1 e) HY "T" LOCK (OUTSIDE) OUT CO 1 /4" 0 -20 x 1" S.S.M.S. W/1/4 "0 x 5/8" RIVNUT f. HVG* • MIAMI-DADE COUNiY , OR1J..• • P.E. SFr /815P/ IRE /DATE /1t3'NC.\ TILLIT TESTING & ENGINEERING COMPANY 8336 N.W. 380,. 44., 221. 305, WOG 0450945, 12021114 33188 Phone : (300)571.1830 . Fax 4 (305)871 -1631 a- X58 - ateoggemotoorn 000551199 MALER A 1IWT 34. P. E. FI.ONDA Us. f 41187 MIN. SEPARATION TO (SEE SON �DL1f2 ON NYLON SCREW HEAD fk 3130 HV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE (High Velocity Hurricane Zo METAL TECH, INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN META. SUPPLY, IN MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER M.V. BL REV. 112 2 WW1% WS AcconionShutter #1 1V/ OR W/0 -H.Y N I 008 74155. 694E Ormm Inn F.P./ 0. OW 07- 213 01/20/12 DATE 01/20L12_ 3 4 DRAWING No 12 -019 6 GHQ 20 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20 I OUT I 2°r2°M1 x0. -2° (006.1 -T0 ALLC AL UP. /... 1/411 142.1 At EACH AMGLE. (TYP) IN ' / _E 0STINO GLASS �4 G® ®.p6® 10.O . @ o+ , a ©+ ®.A {�7Q +® +0a® +® + ®c" V { 43°q®+ �®+ ®°I ®« ®a® +®00co.® wx i EMIIIIIIIIIIIIIENa trio, i 3/4° S.•.$. • it INSTALLATION (0 HV BLADE W/ HD CENTERMATES . . N TO CLASS (SEE _{ SCHEDULE ON PINSH( HDA —HVA v'J Ik SEE NOTES ON LOCKING RODS(.. & HD Jf LOCKS ON SHEET 8 ** UNIVERSAL FLOATING BLADE® DETAIL HOD -HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE ® • CEXISTING GLASS V. rYP.) Imo\ Inca *rte* —��II IN 8 1/2° (4) H.V. PINS ✓ u . . _ J, ..,,,,,,,,,/1111•11111•1•111 /1•1110111111111111M1111•11111111111■11 310 0.'12 4� HDB —HVB (oPSIONpL) SYMMETRICAL HD CENTERMATES W. 3* LOCK (EXTERIOR 31 oN OUT SEE END WALL CONNECTION( VAMIRATIllk �AWS�1>•�l•� .r1� iA)� � �lsi►� es 1m teORe, (0,04 HDC —HVC CAL HD CENTERMATES LO S R I s ; a s + pip. +43- 4 « ®°A®..F,• ��(/�.O. ®.+3:3« ;( 010: 0.0.43.0.@ HOD— EIVD ** MIAMI —DADE COUNTY 2 0Npd/nlij4�� '[azs is assl+o-- * ,; ° s �►TE f �ers'1 �Qi P.E. 11�tI' RE /DATE /1TrIm',0.\ TILUT TESTING & ENGINEERING COMPANY e16e N.W. 38U. SL, 81e. 598, 91900114 0200m. MOM 53184 Phone z (308)871 -1530 . Fax z (305)571 -1831 e-ma1: LOtao.eeodmm ED- 0006719 WALTER A TWIT Jr. P. E. FLORIDA LP. % 44187 a) FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (AssA # 28) 7833 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 0 2012 mASTEIIN MEtAl. SUPPLY. INC. MAXIMUM IMPACT HAM HVZ ACCORDION SHUTTER rr;>_ LCD 1Migl 11131 OLD 07 -213 �Qyl DATE. 0112 MEM MEN NEN G 4 DRAWING No 12 -019 8 1 OH OF t!$ I A REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" 1 ANCHO 0 18' 0.0. x ICE 40 (LOCATE AT OF �) SIDE 1/2 MI $10x1 /2° 844 • 1e" o.c. 4 2" MIN CO 4 POURED CONCRETE OR CONCRETE BLOCK t WALL ../.71 I>11311NG GLASS - -S WIN SrP▪ AAXON TO GLASS (SEE SOTELULE ON 12 FOR BUGS Alm ON SHAT 2e OR 0 + •®a « "O. • END CONNECTION DETAIL a r A 1 10 x3 MAX. ( ALUM. 'LOSER AT PLATE�fH__ {_LOC�ATE E07(4i j10x1/2" S.M.S. �1e "O.o. 1/2 vil'`' F0 'a' POURED CONCRETE OR CONCRETE BEL0CKK REQUIRED V �d EEXOSTMNO GLASS 10 GLASS (822 �7 MULE C24 12 FOR BLAL AND ON SHEET NAPES ®0 SEE DETAIL X FOR SIDE NECOION TO z—EXISTINO OtA88 10 CLASS (SEE SCHEC LE ON 12 FOR BLAB MAW ON POURED CONCRETE OR C NCRT BLOCK WALL L� AND eaa • 43" • o • ,S, ,Lr,.. END CONNECTION DETAIL ®•rt • . , • 4, to() I) 01.7lE tL)• f 0 I,* E to t.- () +k) +® 0 +C13 +IQ •1... li•. ID 311:._.. POURE0 CONCRETE OR EOLTCONCRETE �( WALT. Q SEE DETAIL X 307E CONNECTION 1/2" MIN. POURED CONCRETE CR CONCRETE BLOCK WALL REQUIRED EXISTING MUSS MIN.�ARATICV� TO WASS (SEE SCHEDULE ON 12 FOR BLADE AND ON Nam 28 eUOF&()dt mmuumg rya - MA■ tI% 0 0 Vq •0a0+ L,, O•�a + ®a •0a1 •0 CU8E 1" OR 2" MAX. (AB APPUCABLE)22"21 /6 "x0'- -2" ALUMINUM CLIP ANGLE i0003 -18 ALLOT) AT MIDHEIOHT 1) ff10x1/2" 8.M.8. TO ®d¢ 2))1/4 "0 TAPODNS ANCHORS TO WALL AT 1" 0.0. (LOCATE AT EITHER 810E OF ® ) SEE DETAIL X FO; 8106 70 TRACKS END CONNECTION DETAIL. ® EXISTING MASS TO CLASS OE SCHEDULE CH 12 FOR SAGE #ND ON MEV ®& CONCRETE OR CONCRETE BLOCK WALL REQUIRED �•�x. 2° M1N EXISTING CLASS MN. AMMON TO GLASS (SEE SCHEDULE 1 ON Itit. �& HID I LfM 0 OR O. Q�F, IC> v +�rJil 0• « 2:83.* 0 «0a END CONNECTION ETAII. a 4 SEE 1114,17,PONS OF USE FOR BLADE zy ON SHEET 28 tl° •ir ■Li «,L • at a waft nab_t ,; • 118.;{ A. iI 0► MIAMI —DADE COUNTY ' W��N 0 ° y I t , E ,,n ��billdlfj0 _ P.E. SEAL /SIONA.TURE /DATE 31 1'L C O INC. T1LUY TESTING & ENGINEERING COMPANY 0105 N. 30LA. At. 0N. 306, Va0511A 04443178. 01.011101 33100 Phew s (305)101-1530 oaMaum(3�m71 -tBJt EB- 0006716 WALTER A NUTT 4. P. E. 110RIDA Uu. # 44157 ®0RO OR OoROoRO0R© VIEW Y PLAN DETAIL X STALLATION HV BL D� OR HV WINDOW BLADE INTO END CONCRETE OR ONCRETE BLOCK WALL+. FLORIDA BUILDING CODE (High Velocity Hurricane Zone' METAL TECH, INC. (ASSA 31 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 N 2012 EASTERN METAL SUPPLY, 010. MAXIMUM IMPACT HV1 IHV2 ACCO DION SHUTTER REV. Na 1 2 000PoPIION OLD 07 -213 Os, F.- A.O. 01/20/1; DATE: 01/20/12 DRAWING No 12 -019 6 11 OF 28 SCHEDULE 11 MAXIMUM SHUTTER SPAN +" OR °L -° (ft.) FOR INSTALLATIONS W/ 71,, ,, al: c . =. CENTERMA , ®& ® or ti3 or 1l W/ ONE HV LOCK k or r ® or HD LOCK W NO LOCKET ROD O OR CENTERMATES J �e 0 W/ " HV LOCK 0 W/ TWO LOCKING RODS r •+ TOP & BOTTOM ♦(SEE NOTE t) I; CONCRETE & WOOD INSTAUA1IONS A WALL MOUN INO M iFUI CT8J0 0 L+ S1111111111ii 1 -0 '.11111111M 13 -2' 1 - :" 30 1 - ' 35 12' -8° 14' -10° 12' -8° 14' -10" 40 12' -3" 13' -10° 12' -3" 13' -10° 43 11' -11` 13' -1' 11' -11" 13' -1" 80 i1' -7° 12' -8° 11' -7" 1 -8' 11x10" 55 11' -4` 11' -10 11' -4° 80 11 " -1" 11'-4" 11'-0" 11" -4' 88 10' -10" 10' -10" 10' -7" 10' -10° 70 10' -5' 10 "-B° 10' -2" 10' -8" 78 10' -1` 10' -1" 9' -10" 10' -1' 80 9' -10" 9'-9` 9' -7' 9' -10" 9',,,81' 85 9' -8" 9' -8" 9' -3" 90 9' -3" 9' -3" 9, -0" g, -3" 95 9' -0" 8. -9" 0'-9n a -0n 100 e,_9 8.-4" g, -g,.' g, -g" 105 8' -7d 7' -11" 8'-4° 8'-4" 110 0' -4" 7' -7° 8' -2" T -11" 113 8' -2" 7'-3° 8'-0" 7' -7` 120 8'-0n 6' -11" 7'-10" 7'-4° 125 7' -10" 8'-8° 7-8" 7'-0° 130 7'-8" 0-0" 7'-8" 6'-9" 133 7' -7" 8' -2° 7'-4" e' -8° 140 7' -6" 8' -11° 7' -3" 8' -3° 146 T -3" e' -9° 7' -1" 8' -0" 150 7' -2" e" -7" 7.--0" 5' -10" 1558 7'-0" W -5" 8' -10" 5'-8" 180 0' -11" W-2" 8'-I0 8' -8' 185 8' -10° 5' -1" 8'-8" 8' -4" 170 0' -9" 4' -11' e' -7" 5' -2" 175 e' -7° 4' -8" 8' -5" 5' -0° 180 8'-80 4 -8" 8'-4° 4' -10" 185 0' -5" 4' -0" 6' -3" 4' -9" 190 8' -4" 4 " -5" 6' •2" 4•-•" 108 6' -3" 0-3" 6' -1° 4' -6" \ 200 8' •2" 4' -2 .8' -0" 4' -8" 208 6'-0" 4' -1" 8'-O" 4'-3" 521=11 ..412. MAXIMUM SHUTTER L +" OR "L -" (ft.) INSTALLATIONS W/ CENTERMATES. ao SPAN* FOR er .i•,- ,. & OR e i. OCKIN e NOTE t) ONE LOCK X30 OR W/ NO RODS ♦ (SEE omen & W000 SHUTTER SPAN FINSTALLATIONS A, 4.66 105" OR LESS WALL MOUNTINGS QF -jt •••- •ai 0 MOUNTI0S 1 -1" 18' -0" Effliffil 12' -7° 15' -7" 40 se 18 " -2" 40 11' -9° 11'-4" 12 -9 45 13' -7' 1V -1° 12' -0" 50 80 10'-8" 11' -8" 55 10'4" 10'-6" 10' -11}' 80 11' -e" 10'-3" 10, -5" se BO lEIMMIIIIMEN1111 10' -9° 70 9' -9" io " -e" 90 75 10' -1" 0' -4" 9 -4' 80 100 9'-0° 9'-0" 85 e' -9• 8'-9" 8' -9'r 90 W -2" 8' -6" 8' -6" 05 120 8' -3" 8' -3" 100 8'-0° 0° -1° 8' -1" 105 8' -1" 7' -11' 7' -11" 110 140 7' -8" T -7° 118 7' -10 7' -8° 7" -3" 120 7' -0" 7' -4" 8' -11" 128 100 7' -3" 8' -8" 130 7' -0" 7' -1" 0' -8" 135 8' -2" 8' -11° 8' -2" 140 180 8' -10" 5' -11° 148 8' -7" 8' -8° 5' -9" 180 8-8" 6' -7° 5' -7" 185 200 8' -8" 5' -6" 150 tN -3" 0' -5° W -2" 185 0' -3" 8' -1‘ 170 8' -2` 4' -11" 175 8' -1" 4L -9V' 180 8'-0• 4 " -8" 155 KICRIBIRMEZEINI 190 5' -10° 4.4 195 W -9" 4' -3" 200 5' -9° 4' -2" 203 ,. -.n . -1" b114.4v4,ea4--' MIAMI -'DADS COUNTY xik Ti 0a111y1Q 1iNS `.. 71"4,110 .,71ONAn*0td1 P.E. SEAL /SIGNATURE /DATE SCI F0ULE $3 MAXIMUM SHUI7ER OR "L -° (ff.) W 71,:c,AIN & Y, W OR "3 KING RODS W/ E HV OR 4 (S SPAN* °L +" INSTALLATIONS ,c 4! Ott .._13.= TWO HV �3' OR LOCK OR ?`0 TOP /130TTOM LOCK 0 oR+ NOTE t) FOR MINIMUM SEPARATION TO FOR SHUTTERS INSTALLED WITHIN ELEVATION OF BUILDING BOTTOM OF SHUTTER. SEPARATION TO GLASS FOR SHUTTERS 30' -0° ELEVATION OF BUILDING, BOTTOM OF SHUTTER IS 3 ". ONE LOOK Wn'HOUr LOOKING ROM omen & W000 SHUTTER SPAN INOSTAUATIONS A Aran 105" OR LESS rettv R00M0 UN N0 9105" TO MAX. ALLOWED IREPRINECE 30 1 -1" 18' -0" 35 12' -7° 15' -7" 40 12' -2° 18 " -2" 43 11' -9° 14' -3" 90 11'-6" 13' -7' 85 11' -3° 12' -11° 80 11'-D" 12' -4" 65 10'4" 11' -11" 70 10' -7" 11' -e" 73 10-4" 11' -1' BO 10' -0° 10' -9° 85 9' -9" io " -e" 90 9'-8° 10' -1" O5 9' -2' 9' -10" 100 9'-0" 9' -7° 106 e' -9• 9' -4" 110 8' -7° W -2" 115 8'-4° 8' -11" . 120 8' -2" B' -9" 128 8'-0° 8' -5" 130 7' -10" 8' -1" 135 T -9" 7' -9" 140 7' -i 7' -0° 145 7' -10 7-3" 180 7' -4° 7' -0" 155 7-2° 6' -9" 100 '7 -1° 8' -7" 185 7' -0" 8 -4" 170 6' -11" , 8' -2" 175 6' -9" 8-0" 180 0' -8" 8' -10" 188 8' -7" 5.-6" 190 8' -6" 8-8" 193 8' -e° 8' -6" 200 5'-4" 8'-3" 205 tN -3" 5' -1" .111L: MAXIMUM ALLOWABLE SPAN FOR A GIVEN A.S.D. DESIGN LOAD. L -e MM. AU.OVEABLE SPAN FOR A GIVEN NEGATIVE A.B.D. SON LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTNOB OR FLOOR/CEILING: GIVEN A P05111VE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN °L +" FROM SCHEDULE. 0IVE4 A NEGATIVE A.S.D. DESIGN LOAD, DETERMINE MAXIMUM SPAN "L-° FROM SCHEDULE, FINN. MAXIMUM ALLOWABLE SPAN LS EQUAL 10 THE MUM DETERMINED SPAN SEISES "L4" AND °L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMOINATIONS N BETWEEN WALL W/ PL00R /OEILNO FOR A NI> POSITIVE A.S.D. DESIGN L0#2 LI +- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. I S'. NM,NB.AN FOR FLOOR/OWNS MOUNTING OP02 4 OWEN NEGATIVE A.S.D. DESIGN LOAM L1 -• MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1••- MAX, SAN FOR FLOOR/MU/40 MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "1.14 ", 12+ ", "Ls-" AND "1.2-° (4) 00 TO ANCHOR SCHEDULE PATH FINAL MAXIMUM DTETERGMNNE DESIGN LOAD TO MAXIMUM ANCH02 SPACING, A MAX MUM SHUTTER SPAN °L4" OR 9 " FOR INSTALLATIONS INTO WOOD SHALL BE UNITED 1O 108 pe11. ASA DESIGN LOAD. t H.V. CORNER CENTERMATE /3 MAY BE USED AT ALL MOUNTING NSTAI.L4TIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CANDmON #2 NOTE /e, SHEET 5. • SEPS86110N (1) SEE BELOW GLASS SCHEDULE THE FIRST 30'-0" MEASURED AT (2) MINIMUM INSTAU.ED ABOVE MEASURED AT SHUTTER W TS [M.ASS REOLSREMENTB FOR MINIMUM SEPARATION TO FOR SHUTTERS INSTALLED WITHIN ELEVATION OF BUILDING BOTTOM OF SHUTTER. SEPARATION TO GLASS FOR SHUTTERS 30' -0° ELEVATION OF BUILDING, BOTTOM OF SHUTTER IS 3 ". ONE LOOK Wn'HOUr LOOKING ROM SHUTTER SPAN INSTALLATION W/ a1:, •,:, T =,1. INSTALLATION W/ LIEEOSNa CENTERMATES 105" OR LESS 3 8/15 *A 4" 9105" TO MAX. ALLOWED 3 7/5"a • 4° •USE 2 1/2" FOR HO L0GKt , USE INDICATED VALUES FOR TES. _ MINIMVM SEPARATION TO GLASS SCHEDULE; SHUTTER SPAN INSTALLATION W/ 5r,,,, ar.l. , 02 i'I ?TES INSTALLATION W/ CENTERMATES 105" 09 LESS 2 3/4" is 3 3/18" >108" TO MAX. ALLOWED 3 1/4" um 3 1/4" " •* USE 2 18/10' FOR 14V 'L' LOCK .N USE 4 1 /8° FOR HV "T' LOCK UBE 1NDICATE0 VALUES FOR HV 2123 ION L� - I 1 CONCRETE m MANSORr WOOD WALL A, 8, C, 0, E, M, N, 0, P, Q, R, MOUNTING F, K & L, e & V. FLOOR_'NTIN0 O MOUNTING 0, 11, 1 & J. T, U, W & X. Q1 HV BLADE ONLY IL ECO INC. TIWI TESTING & ENGINEERING COMPANY 8333 NSW. 3611t 8L, lG. 305, VIRGINIA WAWA FIOMDA 33183 Phone t (305)871 -1530 . Fax t (305)871 -1531 s-m6& 55.e4o040Laom 89- 0008715 WALTER A TWT Jr. P. E. FLORIDA Llo. # 44167 FLORIDA BUILDING CODE (NIQh Heloatty Hurricane Zone' METAL TECH, INC. (ASSA T# 28) 7838 WEST 2 COURT HIALEAH, PL 33014 PH (305) 823 -2323 FAX (305) 828 -7978 (@ 2012 EASTERN METAL SUPPLY, 040. MAXIMUM IMPACT HV1 14112 ACCORDION SMUTTIER SWIM PPP' A000a lion 8h01L5r }I ,V. MADE it W/ OR W/0 H.V WINDOW SLID & 1j.V. BIAOE 412 AEV. $d 028DWP1109 0415 01443 1iN .P. /A.d. 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 3 4 DRAWING No 12 -019 5 6 SHEET 12 OE Q1 HV BLADE ONLY IL ECO INC. TIWI TESTING & ENGINEERING COMPANY 8333 NSW. 3611t 8L, lG. 305, VIRGINIA WAWA FIOMDA 33183 Phone t (305)871 -1530 . Fax t (305)871 -1531 s-m6& 55.e4o040Laom 89- 0008715 WALTER A TWT Jr. P. E. FLORIDA Llo. # 44167 FLORIDA BUILDING CODE (NIQh Heloatty Hurricane Zone' METAL TECH, INC. (ASSA T# 28) 7838 WEST 2 COURT HIALEAH, PL 33014 PH (305) 823 -2323 FAX (305) 828 -7978 (@ 2012 EASTERN METAL SUPPLY, 040. MAXIMUM IMPACT HV1 14112 ACCORDION SMUTTIER SWIM PPP' A000a lion 8h01L5r }I ,V. MADE it W/ OR W/0 H.V WINDOW SLID & 1j.V. BIAOE 412 AEV. $d 028DWP1109 0415 01443 1iN .P. /A.d. 1 OLD 07 -213 01/20/12 DATE: 01/20/12 2 3 4 DRAWING No 12 -019 5 6 SHEET 12 OE li•,. L.. ,•••• ::' .S ..,i 1 . , I t iLi,._ i75 + r5 :R3T:iil1iil7 7571X1ir110 7+i:11" #517 71 is d°7R°j:all.Z�� . (8L MOUNTIN08 A e, 0. D AND F ON SHEEC n �I l� r r< () .. 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TIWIS arkiiiin P. FSMA,E7DATE /1TrIIEOIN:.\ TILUT TESTING & ENGINEERING COMPANY 0586 6.tl. 2613. 81.. Ste, 303, MENA GOMM 7LORIOA 33148 Phone a 1 (30 71--t t (305E171 -1331 3-1331: ets0003000.3003 WAL1E1 A TIWF Jr. P. E. FLORIDA Uo. # 44,037 AI 0H0RS -SPA LESEN0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOUD -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE uLgtATioNs OF USE FOR BLADE Q9 ON SHEET 28 9 p _ 4 1 Z 4 1 1 . 1 1 W/ HY WINDOW BLADE. WORKING IN UNISON • f LORIDA BUILDIW( CODE (High Velocity Hurricone Zone: METAL TECH, INC. (ASSA # 28) 7038 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ® 2012 EASTERN It1EFAL SUPPLY, MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER i,iili`Il +i+ `�I, i l' 7 .1 1 T Y '1.a +i :t tell. 0. OESCRIPTION 6*13 prom pyi F -. .r DATE* 01/20/12 DRAWING No 12-019 2 10 OLD 07 -213 01/20/12 13 OF. 28 j -. . 7 h: t h. qr. 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S£]C]fE7OOE7CiCS Or7i71QCIiiE7A L'ILJLIOIC2fICSICIO LAST ©OOO=CI RICO dCSCSOCaC 11.101 1C1OL71iCiii eultmcIOOOOCI rillF1CSC1OSi1i0CI,EE)L' ICtIOiS017OE311LICUOCSCSCIIGI ELICICII GIklOiiICIIME1r1E >oO1CS1iCSilli:LIE1OOgCIO DICE ICICSL7lOCiil III LA 111 7OOOiiOO 1dICB ICI 07vOCiCi TLIlaCICSMOCSCSOI IIIREICJIR7ICIER= ©WALL SILL MOUNTING mum coma 8'-D" 9'-0" 10,-Go 1.1,,,0" 12-0` 14' -0" A14 H0IQC SIB 6Q N0 LCODEI TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY AU. POINTS SOUD -SET BLUE TAP W/ CAP TAPPER+ ♦ MBE NNB OF U FOR MADE ADE 0.9 O op MX 22 4L. • a.••r :•t..t �N UNISON, *SPECIFICATIONS ON ANCHOR R�IREMENT$: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES - - 1. ANCHORS TO SUBSTRATE SHAD. BE AS (A) TO MERINO POURED CONCRETE'. Odin. f'e - 3 Imt) - 1/44 TAPCON 02 TAPOON WITH AOW14OED TNREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BS.OEX In. Po - 3 MO - 1/4'0 x 3/4" AU. POMO8 SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. (dMln. Yo - 3 WO - 1/4.0 BLUE TAP CONCRETE ANCHORS W{ CAP AS MANUFACTURED BY FLORIDA FASTNESS DIRECT, BAD. OAn. ro - 2 kW) - 1/4"8 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY AU. POINTS 80222 BOLT & SPECIALTY OR ANY OTHER APPROVED LICENSED OR AUTHORIZE VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Wm f'o -3ket) NOTE& MINIMUM EMBEDMENT INTO POURED OONORETE OF TAPCON OR TAPCON WITH ADVANCED THHREADPORM TEMINCLOGY ANCHORS AND TAPPER+ ANCHORS B 1 3/4 ", AND FOR BLUE TAP W/ 0211 ANCHORS B 1 1/2°. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" AU. POINTS S0UD -SET ANCHORS SHALd. SE 7/8" INTO THE POURED CONCRETE NO EMBEDMENT 210 S1U600 SHALL BE PERMITTED. 1/4 "0-20 S.S. MACHINE SCREW USED SHAU. BS 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST, AND 1• MINIMUM FOR WALLS WITH NO BTU. 14.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PAN OR ANY VENDOR BE POUND ON THE EXISTING WALT. OR FLOOR, ANCHORS SHALL BE TON* ENOUGH TO MOH THE MAIN MCRAE BEHIND SAID WAU. FINISHES. ANOHOPlO6 SHALL 92 AS 124 010 21 6 0 ON NOTES Al & A.2) ABOVE. FOR &SWA710248 ON LIMA. SIDIN8 OR EFS WITH OR WMMH0UT METAL STUDS CONSULT THIS ENGINEER. FOR INTO CPS WITH NEMN. 61U08 XX SHEET 28A. (0) TO MONO CONCRETE RUM (AST/ 0 -20) 1 /4A TAPCON OR TAPOON WITH ADVANCED T14146ADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. 011601 - 1/4 "0 x 3/4" ALL POINTS SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT INC. 1/4"0 TAPPER+ ANCHMIS AS MANUFACTURED SY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SAM, SOLT & SPECIALTY ANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REC1SMERE0 WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. 7.1 MINIMUM EMBEDMENT INTO coos= BLOC2 TAPOON, ME TAP W/ OAP ANCHORS AND TAPPER+ ANCHORS I8 1 1/4" AND TAPCON WIN ADVANCED THR6ADFORM TECNNMN.00Y ANCHORS B 1 ". 6.2) MINIMUM &MBEONDI? OF 1//4"0 x 3/4" ALL POINTS SOLID •ST ANCHORS SHALL SE ENTIRELY IEMSEI BED INTO THE CONCRETE BLACK. NO SIT INTO STUCCO WALL SE PERM1IF3 1/4" 0-20 S.B. MACHINE SCREW USED &HALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO 11Br, A1R0 1• MSIAUM FOR WALLS WITH ND SRI000. 0.3) IN CASE )1421) NOUGAT OUGT THE 1 STRUCTURE MIND 8AD WALL 2 ON THE 86 AS 5:511oATED ON NOTES FOR SN8.1) & 0.)A 68. 280 STALL STUDS SHEET OR ENS WITH OR WITHOUT METAL STUDS CONSULT THIS 2NBRIER. (0) ANCHORS SHALL SE INSTALLED NOIdAWENO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) BEE SCHEDULE BELOW FOR EDGE DISTANCE (2O.) VERSUS SPACING macaw FOR ANCHORS. EOOR 610TL110! VRtRS ea 0)116 •ewe 0 ! 202 51105 9r ANCHOR � OPAW 40 NED P SHALL PDX BE FOR 8�1* MATEO FOR EACH ANCHOR WPM ANCHOR SPACING ACTUAL CIE DIOTANM TAPO" N �Y ALL P0124 SOi8 86T EWE TAP W/ CAP MIN. SPACING - 3' MOE SPACING - 3" KM COWRIE 2 1 2 02 68 2121! 0 N. SPADING SPAOIN0 - TAPPER + MIN. SpACINO 4" COMM SIOI7X 1 1.0 1.0 3 3 4" MUSED CEDES 101 EO"3 1//' 1@11. 3" 2 1/2" 2" 1 3/4" 1 11/2" 1.0 1.0 API 0,16 0.01 0p.,7p1� 1.0 * I 74i * Fran nF prF kORtot: /44, o s_ @►�,0" MIAMI -DADE COUNTY P.E !E /DATE re6>_r1� /1itE146.\ TMLLR TESTING ft ENGINEERING COMPANY 0305 N.W. nth. 01., $M..106. Y OINIA Dom. FLORIDA 33180 Phone t 00871 -1630 . 205 0 (305)871 -1531 WALTER A. SLUT 28- 000110 P. E. E FLORIDA Ua # 44187 0.07 0.81 0.43 0.38 _ FLORIDA B HANG CODE (Bich Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, 11. 33014 PH ® 2012 warm METAL SUPPLY, INC. MAXIMUM IMPACT 114V1 HV2 ACCORDION SHUTTER OUT 07 -213 01/20/12 (305) 823 -2323 FAX (305) 826 -7979 4 5 DATE: 01/20/12 DRAWING No 12 -019 SHEET 14 OF 28 .11 <,i .N C .it =c ;41.,31:1 viz Ci /3., .! YIDq: - • 1 l r.. 111 • .. � ;1" .i {elf ,.:�. X11 f /J' i��:ZM�i'. y:l a..._{ � i h� �li;.l.ir -�i h.. �F'Y :,.. 1• ∎f- (BEE MOUNTINoS b J. K et L ON SKEET 7j 3'-0" :ice "?I:::� ?( aL� %':i •;"i'.Lu! 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MCI1 =Cin C alacam nnnnLF]MMLIFlcacaoEInE IEALI EJnnMIMIEIK UMMA C aLaialia =MO=K ME11Qn00iii7F1L1!7EIC7lCM=CRMUM M131=== CLa Ell E7CM=CM==Il7Kailao0GMI=MM M MICMCinca11 Mill M==I COICII CaEICIAMiM EMMMIL]L2':7[lMEllMlooElME- Ma=CIC =ClMME I== =CI= kaialla MOM= M M C111 MEM E#G>wC11 =CI M9 Ill E7F1[I©nnOIAGIGIILA 1E to Calalica=CM=Si n MtiMM nn n1Ci n Tr1MMIMIt7>D;Qa !I Gl[IE1iyClnn a"aIL UA=6:16 a=OrF]r'L 1 AA= 1 ====F1ra1MEN99o1 =[sIMMU70C61noCa QWALLj1YAIX Ole MOUNTING 10'-0" 141 -0" 18' -0" MIAMI -DADE COUNTY OF SA, r�eF' /ZoRm ,./ Nd N P.E. SEAY7S RE /DATE ANCHORS SPACING LEmI NCI TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SCUD-SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 C1) HV BLADE ONLY /1IjNC,\ TILLIT TESTING & ENGINEERI140 COMPANY e306 NAV. 3661. Stn Ste. 385 MOM CAW* MERIDA 33184 Phone : (305)571 -1530 .Pmt : (',)571-1531 o-maw 115840174044m WATEED-0008719 T Jr. P. E FLORIDA llo. # 44187 FLORIDA BUILDING CODE (High Veiacity, Hurricane Zane: 0 2012 EASTERN METAL SUPPLY, INO. METAL TECH, INC. (ASSA:'# 2e) 7835 WM 2 coui?r HIALEAH, PL 33014 PH (305) 823 -2323 FAX (308) 826 -7979 MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER • 4 a Dt4eet DATE: 01/20/12 DRAWING No 12 -019 SHEET 10 OP 28 MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. . NEGATIVE A.S.D. DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) MAXIMUM SPAN (ft) U B T FzZ .•o.T SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G ""0.43 SPRUCE PINE F(R SOUTH W/ MIN. 0=0.38 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W &X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W &X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W & X WALL MOUNTINGS P & Q te081t E A.S.O. DEMON LOAD , All DOM LOAD (posonve mo. team LOAD No083,919E 48.0. 0EB 1 LOAD (psf,NE0AVE A8.0. 0291014 Imo (pongtvg 4.8.D. D22ON LOAD Ote0Neeins M.D. DESON LORD (pd; 30 40 60 75 90 108 30 40 60 El 90 105 30 40 60 75 90 108 30 40 80 El 90 105 30 40 80 El 90 105 30 40 80 0 90 108 30 40 60 DI 90 103 3' -0 00 x� 1 ¢119:113111211111:11111:191121111:111iMiEllal 10 LION 6 0 5 LIMBILrEI 0 0= 8 6 6 IMO 3 6 Oro 4 0 3 4'-O" 12 10 10 9 8 0 6 8 8 8 aell 4 12 10 10 9 8 8 8 6 MIMI 3.5 3 12 10 10 EXD 8 6 8 4.5 3.5 3 2.5 8 5 Q 4 Q 3 :'..t" 12 10 10 9 U8 6 8 8 4 3.5 3 1 2 1 0 10Emu8 8 6 4.53.5 3 2.5 12 10 10EKE7 6 5.83.5 ©2 2 6 5 Q04 3 6'-O" 12 10 10 9 8 6.508 4.5 m3 2.5 1210 10EULM 4.5 8 5.5 3.5 3 2.8 2 12 10 10 Ell 8 3 6 4.5 3 © ©- 6 5 4 Q3.5 - 7' -o" 12 10 10 9 6.5 4 8 8.5 4 02.5 2 12 10 10 9 4.5 3 8 5 E]2.5 2 X10 10 7 © - 8 4 2.5 2 QQO 5 r00 - - 8 -0" 12 10 10 7.54.5© 8 5 3 2.5 2 2 1210 103.5Q- 5.5 4 2.5 2 ©- 12 10 10 4 ®- 4.5 3 2 Q- - 6 5 OQQ' - 9'-0" 12 10 10 5 EnQ 8 4.8 3 2 2 - 12 10 8.50- - 5 3.5 2.5 2 'Q- 12 10 4 2.5 - 4 3 2 OElms 3.5 'QQ- - 10'-0" 12 10 7.5 4 8 5 2 - - 12 10 8.5 - 4.5 3 2 - 12 10 3 - 3.5 2.5 - - - - 6 5 ��- - "QQ- 11' -0" 12 10 5.5 - - 5 - - - 12 10 4 ® =- 4 3 2 - �- 12 10 - EN - 3 2.5 - - - - 6 5 1' -0" 12 10 4.5 - - Q4.5 ®- Q- 12 DI 3 Q- - 3.82.5 Ems - - 12 10 - Q- - 3 2 - - WICKS 5 1' -'" 12 10 - pimp - - Q- 12 10 - - - - 3.52.5QQ- - 12 7 - - " - 2.51 2 - - - - 8 QQQ- 14' -," 12 10 - - - - E13 - - - - 120 - - - - 3 2 - 00- 12 5 - -Qom- 0- 8 3 - Q- - 15'-0" 12 - - - - Q3.5 - - 'Q' - - 12 - 0- Q- 3 - Q- Q- 11.5QQ- ®- 2 .. ®CI 6 i'I - 0- :' ." 12 e0rme11:11©m�71 1• i - 00 - 2.5 - CrtoLi___t 1l�arrc7o© - 2 - - - - eararilu1r21 - . (i) HV BLADE OR C� HV BLADE W/ + NOTES ON ANCHORS REOUIREMENTS: WOOD SUBSTRATES, 1. ANORCSS TO WALL, FLOOR CO SOLID WOOD IOFFR SHALL 82 AS FOLLOW& ", /`` SLAM 8 TAPOON TI4 A°" N 02 02 """S"� 1 �" LT.W. etnt0E4 W/ MINIMUM TNRFAO¢0 PFI�TRA7lON As INDlOAT60 AT EACH warm ON SHEETS ,e & t8. 0A6 SEE NOTE 2 BELOW. 2. A N C H O R S T O MOLLwa 0111610 SHALL SE AS PER MOUNTING TYPE U, I ET 19 AND SHALL 00NBST OF LAO SORLWB AS PER N.D.S. 2006 SPECIFICMIONS. 3. SUBSTRATE 8NALL OOtlSISf OF THE FOLLAWINc - FLU 0.800/3. OLDS) g HV WINDOW BLADE WORKING N UNISON • • SEE ONS EE U8E OF BLADE ON SNEF.T 28 -SPRUCE PINE 00 NORM W/ -MIN. -SPRUCE Y �X FIR PLYWOOD SOUTH 4. ANOHO AILEDLLE0 00..43 .o.s. ( 0 14.0.2. POU.OWINO ALL OF THE t MMEN AIION8 AND SPECIFICATIONS OF THE FLORIDA : ILDING ,CODE (Nigh Velocity Nurdcone Zone' Woodall Dole ,. �` . /2, OY F, IL a,R � tirr, AL1y�Qyt ............ Pk9, F''• j 4 r: n ".. _ * f ' /'L. J * a 7 . I... !; a 11 �ETAL TEC►I'iy INC. ( $ 26) 7835 VEST 2 COURT HIALE*H, FL 33014 (305) 823 -2323 FAX (305) 828-7979 © 2012 EASTERN NE141. SUPPLY, 1140, MAXIMUM IMPACT HV1 HIM R _... . /1tNC ` g 11 {N /0 M � " TILUT TESTING & ENOINEERWG COMPANY t"1". A : st, m1 - u0 0: a-6ase &-:"ok 211464Ooaa44:, WALTER A® 44167 NI DE t OW p1 -213 01/20 /10 DATE: 01/20/12 DRAWING No 12' -019 2 MIAMI -DADS COUNTY 'NA0.......R1...... $ L,. ',......1#0.41 P.E. Sf1kE r /RATE a 4 18 0 28 6 MAXIMUM ANCHOR+ SPACING {In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN LOAD AND. A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) MAXIMUM (ft) U B B T F=Z .-..T SOUTHERN PINE No. 2 p D(3I(A,qS� Gpp�RRO.W5 /, N. Qco .80 SPRUCE PINE W FIR NORTH / MIN. 0 0.43 SPRUCE PINE W /FlMIN. G 0.38 8.0. WALL dMO�UNTINGS B.O. WALL 8MOUNTINGS B.O. WALL aMOUNTINGS AS.D. [IRON LOAD ...: _, A.8.0. 02505 LOAD (pet; NEGATIVE AS.O. DE5GN LOAD .. 30 40 80 75 90 1I1;%130 40 80 78 90 105 30 40 80 0 90 105 3' -O" OR LESS LEMIZIEEIEHIEliklikilE111111111111111 12 12 EWE® 12 [© 4'-0" La 12 1E11E112 ®12 E1112 113110110103111 12 12 121111 A 8.50 8 8 7 8.8 minis 6' -0" 12 12 Eal12 12 Elj 12 12 12 12 BlEnElla 12 ®iE10 IEEE 10 12 12 12 12 Ealip 12 12 ®12 ®12 12 12 12 7'-00 MIMI 12 12 n ®12 Eil12 12 12 10 12 EOM' 12108.5IIIJ 12 9.5123 ajliAlal 8 -0 MIMI 12 12 12 12 ®la12 12 1* 9 12 9'-0" ®E9112 12 12 ME 12 12 IOW 9 7 X12 12 lo' -.a ®12 12 Mil 9.5 ®iEll® 10 0 11'• -0" 12 IiE1112 10 8.8 12 ESIDE 9 al 8.8 12 12 QQ 8 8 2' -0" ® 12 EPROM 8 12 I U 7 8 12 11 7 On 4.5 13'-0" 12 9111E1I i 12 12 12 9.5 7.8 8 5.5 12 10 6.5 5 4.5 Q 3.5 14' -O" [©03 12 9.5 8 0a 12 9 7 6 4.5 12 9.5 IJ 5 4 18' -o" 9311011111119 7.5 5 In12 08.58.58.8 8 4.8 12111911 3 .Ij",jf ' -0" ® ®L' ^'8.5 [Ilriii ®ID 8 4.5 X05.8 Q HV BLADE ONLY 404 G r�•� T J`.. S20NAi 000`` P.E. SEAL/ GNATURE /DATE + NOTES ON ANCHORS REQUIREMENTS: W000 SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR 801.10 WOOD SOFFIT SHALL BE AS FOLLOW& - 1/4 "0 TAPdON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY 1.7.5. SUH.DSX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW OMRING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALE. CONSIST OF LAO SCREWS AS PER NOS 2005 SPECIFICATIONS, 3. SUBSTRATE SHAD. CONSIST OF THE FOLLOWING* - SOUTHERN PINE No. 2 5/ 0 -0.85 (N.D.S) - DOUGLAS FIR W/ 0 -0.60 (5.D.S.) - SPRUCE PINE FIR NORTH W/ 0-0.43 N.D.S. - SPRUCE PINE FIR SOUTH W/ 0`0.39 (NAM) -MIN. 1/2" CDX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INITIALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEOIF*CAIIONS OF THE ANCHOR'S MANUFACTURER. /litliEo INC.\ 111.1IT TESTING & ENGINEERING COMPANY etS5 N.8 nth. 8t, Bib 306, 85*8*1A GARDENS, RAM 2318* Phones (308)871 -1830 . Faze (308)871 -1831 *-ma6* t lteao8aa aom E8- 0008719 WALTER A. TIUJT Jr. P. E. FLORIDA Uo. # 44187 FLORIDA BUILDING CODE (Htah Veloatty Hurricane Zane' 02012 EASTERN METAL SUPPLY, INC. METAL TECH, INC. (ASSA # 26) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (308) 823 -2323 FAX (305) 826 -7979 MAXIMUM IMPACT H HV2 ACCORDION SHUTTER 559. No DESCRIPTION DATE Droan Di: 1 01.0 07 -213 01/20/1 DATE: , 01/20/12 • S DRAWINO No 12-019 9 SHEET 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR IT HV & ® HV• BLADES (AS .APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C) ONLY SHALL BE LIMITED TO 105.0 pat A.S.D. DESIGN L,QAD. 1EE SHEET 28 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1) & ele WORKING IN UNISON 1/e0 TAPCON OR TAPCON ADVANCED THREACFORM TE Y OF / 1 112 " t nPff PENETRATION TO EXISTIN9 WOOD HEADER. (BEE 90+IEDUL0 ON SHEET 18) 0R cam OIA83-.0 MIN. SEPARATION 0 2'x4° CONT. WOOD REM `TE (ON SHEET 12) likUtt 001.10M I /1 HV WALL HEADER INSTALLATION OR 1/4•0 TAPCON CR TAPCON MTH ADVANCED THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF THR�DE0 AREA INTO PLYWOOD. (ZEE SCHEDULE ON 81400' 18) 1/2• MIN. CDN PLYWOOD RE* 0. PLYWOOD MIN. 2•x4• STUDS 0 16' 0.0. MAtt. 8110 0. P TO SE ATTACHED TO STUDS IN ACCORDANCE OF DIE HV WALL SILL INSTALL4TIQ}. 2•x4' WOOD R00 8. 1/4°0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECFINOLOOY W.1 1/2• __MIA. PENETRATION 0m THREADED 800pEA A i0 (802 SCHEDULE ON env 16) 1' 08. 1/4'0- 20x8/4' SA. MACHINE SCREWS W/ 1/4' -20 NUTS 0 12• 0.C. 080814 E188IING N. rm. 1 HEADER REQUIRED MIN. SEPARATION 0 TO ie EOUL ON SHEET 12) 00, Np O FIVV WALL HEADER INSTALLATION d MIN. TO GLASS 46-----(SEE SCFEDULE GLASS-4 ON SHEET 12) 1 A -0 1/4 °0- 20x3/4• B.S. HAO HIKE NSCREWS W/ 12.O.C. 0(0071NG MAN. 2•04• STUDS J) 18' O.0. MAO. 829 D PLYWOOD TO SE ATTACHED 70 STUDS M ACCORDANCE WITH SECTION 2322 OF THE F.B.C. 1/2' MOM. PLYWOOD mot. 1/WW TAPOON OR TVWN WITH 714024 001 TECHNOLOGY W/ Z 2° tau PENETRATION OF THWA. AREA INTO PLYWOOD. (BEE SCHEDULE ON SHEET 18) WALL FINISH QO14V WAJ4, SILL INSTALLATION( 2x4• 00141. PLATE 020,0. TO SEFFAVOION h--- 12 FOR W , . B FIN I4 °0 TAPCON OR THREADFORM TECHNOLOGY 14/ 1 1 2' Mtn. PENETRATION OMNY6DTH OF WOOD PLATE. (ZEE SCHEDULE ON SHEET 16) }IV WALL SILL INSTALLATION OR 1 . SHEET 4 FOR TYPICAL SHUTTER ASSE'M Y. 2- MOUN'RNB SECTIONS CAN BE COMBINED IN ANY WAY 70 EAT ANY INSTALLATION. • 81.48 DONS CP ON 11142k28 OF 00011,1t c ius r MIAMI -DADS COUNTY IFS20RIQP� .44..+ / P.E. Stl /rJDATE s rrM.r...r IL E NC. TIWJT TESTING & ENOINEERINO COMPANY 888 N.W. 3eth. 8L, 811. 306, MOM GARDEN% FLORIDA 33181 Phone : (306)871 -1630 . F0x c (386)871 -1631 1_mell O5 e81011oLomn EB- 0006719 WALTER A SLUT Jr. P. E. PL00104 tto. g 44167 yy/ • Mtn. TAPCON WITH AO�VAKED THREADF018J TECHNOLOGY W/ 1 1 2° M61. PENETRATION FT OMFIDWIDTN OF WOOD PLATE. (SEE SCHEDULE ON SHEET' 18) HV WALL SILL INSTALLATION FLORIDA BUILDING CODE (Nigh Velocity Hurricane METAL TECH, INC. (ASSA # 28) 7838 WEST.2 CO1JRT HIALEAH, FL 33014 Zone; m12012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV9 HV2 ACCORDION. SHUTTER ;A'l�E1T:R 3T'J \ ", /lliai7if li1'A11..l ,Ail!kili_ 3061PTOq N ;a .' ram EU!l 1.31giT At 111111111 MEM RN PH (305) 823 -2323 FAX (305) 828 -7979 4 CLD 07 -213 DRAWING No 12-019 8 SHEET 18 ,.0E 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0 HV & ;ti HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE Q ONLY SHALL, BE UMITED TO 105.0 psf. A.S.Q. DESIGN LQAD. LEE MAX WALL FINISH SHEET 28 FOR M� SPAN & LOAD FOR INSTALLATION WITH BLADE ('� . 1 /4'm TAPGON OR ADVANCED TAPDON WITH RM TECHNOLOGY OF 1 1 2° 6Sn. PENETRATION TIVEADM EWeTIO WOOD HEADER. (SEE SCHEDULE ON SHEET 17) EQ 1° Min. a; BEAM OWING smarm. A0EQUACT 1 a °m- 2611314" SAL REGISTERED R OR SCREWS ARCHITECT PRIOR W/ 144 °`20 N0 NUTS B INSTALiAT1�ON. 0 12 0.0. .1 =AP= T OR TECHNOLOGY WITH ADVANCED OF 1 172" 841n. PENETRATION EX AREA TO EXISTING W000 BEAM (SEE SCHEDULE ON *Er t8) CS HV WALL. HEADER INSTALLATIOK 2 -MOUN SEC CAN BE COMBINED I ANY WAY TO 81477 ANY INSTALLATION. t' 14700408 THREADFORM TECHNOLOGY iy/ ON OF AREA O MIDY80TH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) Q HV WALL SILL INSTALLATION 1 AJPS T3__/4_ HEAD W 1(4 - 2R00NNUTS O 12' 0.0. 0 caw 2° 14x3/4' ®8°0.0.1 r or (13) OPEN HOLE AT EACH TO ACCEPT 3/1870 I.N3 SCREW AT CENTER OF TUBE. °Y Emma '1 Stl�of R I 163 OHV CEILING INSTALLATION ®or(1{."11) m CLASS o I a NCH REQUIRED 2 °08° MI. *00 (0N0 MESH 424.0) EDGE OF DE 17 APPLICABLE OR EDGE OF APPUCABLE) 02131•0 WOOD TRUSSES CR RAFTER 0 24° 0.0. REQUIRED MONO SOFFIT 3/4 Max. THK. 11,45,1/8° CONT. ALUM. TUBE Q63 -T8 AHOY) W// 3) 8/18"0 LAO 9220WB TO RAFTER OR LOCATE LAO SCREWS TRUSS. MIDWID N OF EXISTING WOOD MEMBER, (2° Min. NOMINAL WIDTH) W/ 2° *75. PENETRATION OF MAX. A.S.D. P.M 72 oxt AND MAE SPAM, THIS 1NSTALLATi0H IS ONLY VALID FOR ROOD Wf , MIN. SPECIFIC GRAVITY o8a 0R FIR r6 .HV CEILING INSTALLATION Wei 4HEAADD TEX B0*8*B • 12° 0,0 1/4 °m TAPOON OR TAPOON MIN ADVANCED T804070RM TECH OLOGY W 1/2° . PENETRATION OF THREADED AREA W woo RD mac mac (!� MN SCHEDULE ON SHEET 18) WV FL00R INSTALLATION, �t� I MIPI.TO OtAS88 . (5505HEDL aLASB--°t • BLADE 'DONS Of USE OF ON SHEET 28 FL0 MIN 0 WV WALK -.OVER NI /Nrrrrriigr4 11.40 • rxr MIN, (NO FIISH ALLOWED) 0,451LOSK 1/4 0 F.H. TAPCCN OR FTHR M TECHNOLOGY O OF 1 1 2° Minim ®ETtb4Yf0N M1DWA7H OF W00D PIA1E. (SEE SCHEDULE ON SHEET 18) INSTALLATION DA IIUILDING CODE (High Veicity Hurrioane torn IL sconic.\ TR1.IT. TESTING Q ENGINEERING COMPANY 6365 N5 3e6*. 0E, Blx. 305, Me00N4 6ARDQS. 31D303 0310E P1000 1 (305)571 -1430. Fax 1 (30)171 -1531 6-ax 31 I111xxsead.a01a E5- 0003710 WADER A 11LU T dr. P. E TIMID* Lib. 0 44167 METAL TECH, INC, MIAMI -DADE COUNTY P SOil1DATE (ASSA # 26) 70035 WEST 2" COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 ETAL SUPPLY, MAXIMUM IMPACT I4VI HV2 ACCORDION 8NU'rTER yA:►,•!. iliifR.IL1;#, R1A;11,1:11 ;3 ►.Ir' .: t 0 OLD 07 -213 (UEI� 01 20 12 MEM - DRAWING No EMI M 12 -018 SHEr J9 OF 28 roe WO. WOOD STUDS. OS APPLICABLE) MONO t0A88 END INSTALLATIONS ) HV & i HV• BLADES INTO 2" 4" MIN. WOOD STUDS. +. SWOON oDl 0224 TECHNOLOGY RN 6210.0812 ANCHORS O 8 O/« INTO STUDS OR W SOU, t 110�H�EA2FD PLY1020D 22 OO SGJ03 8708T, 1512 WOWS wax 1 He13•ppppNNff�� A XIL0106811 APT 122 CFO 1110821a. ERA 010 0.0.0.12.2' e 09.0414 0 END CONNECTION DETAIL MAP OLA 27_ 2 ' 212. STUDS 2242241_ 14 1 63/08 NO MAMBO 2°134' DIN. %DOD 511106 NE0'0, MVO GIA80 -—r -Si 1/Y 2@H. .:, re met 1 /0' 1 Bl 8/6[.3(022 EIDEIWC 17POWH CO T� 1 1 - 1012. 12 0.0. NAIL. F0M END CONNECTION DETAIL 0 OR Or f'rn ir O dI r' F it,: Er . f) O • F1 �;( .0.0. o.,v. ®' 4111•041'4) END CONNECTION DETAIL. ® END CONNECTION DETAIL 1 4y 22/1+0012 T _^ Ckl dU IB 1 1 ON. /�- DM SIDES • t8. 0.0. it e'OA. 8" m MS An roe MK MUDS D. 04861:0 GLASS TO TRACES t, a ELM 6'x4• [612. WOOD 8708 MM. 12.0410000' END CONNECTION DETAIL Ct �wrr 1 00:4,0 R. r'i # -. MIAMI —DADE COUNTY ws/OAIAL,p 11''11 P.E. SEALS % ( 1 E /DATE r a END CONNECTION DETAIL I. mum MY FOR SPANS 2» TM 18.-0' J • SEE LIMj[ATIONS OF USE OF SLADE ON SHEET 28 INC. 111.UT TESTING & ENGINEERING COMPANY S NS N.H. nth. 82 820. S68, 2.8084 WHOM FLORIDA 3.1188 Phan 2 (308)871 -100. Fax 1 (MA71 -1631 8-ma6H ElbscallooLsom 66- 00•0719 WALTER A. SLUT Jr. P. E. FLORIDA Uo. # 44187 FLORIDA BUILDtN9 CODE (Nigh Velaoity Hurricane Zone' METAL TECH, INC. (ASSA # 28) 7838 WEST 2 COURT HIALEAH, FL. 33014 PH (308) 823 -2323 FAX (308) 828 -7979 ® 2012 EASTERN METAL SUPPLY. INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER ON 64228 080 *FP. O. 1 OLD 07 -213 01 /o /12 BATE: 01/20/12 8 6 4 6 8 DRAWING No 12' -019 SHEET 20 OF 28 SEE END CONNECTION DETAILS SHEET 24 TYP. FULL HEIGHT. 0 0-13 TYPICAL C HV BLADE SHUTTER ELEVATI ©N, N.T.S. * NOTES ON HD LOCKS AND CENTERMATES; 1, MANDATORY CONDITION 'l 1; ONE 3 M.D. LOCK SHALL BE USED FOR ANY SPAN AND AND jINSTALLATION AT HEA DUTY SYMMETRICAL CENTERMATES, OR AI�T INSIDE OR—OUTSIDE TLOCK, ATTACHED 1O iDHEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING RODS @ ARE NOT MANDATORY, Le. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # Z: LOCATION OF H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FORS ER SPANS UP TO 105 ". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" 0VE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105 ", ® H.D. LOCK SHALL. BE INSTALLED AT MID HEIGHT OF SHUTTER. /irrw1.\ TIWT TESTING & ENGINEERING COMPANY 8385 N. 3&D. 81.. E81. 303 05018.01808119. RWRRAA 30100 Pion a 00 5)87 830E x )871 -1831 08- 0108719 WAVER A. mar Jr. P. E. FLORIDA Ua / 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA # 28) 7835 WEST 2 COURT HIALEJ H, FL 33014 PH (308) 823 -2323 FAX (305) 828 -7979 d 2012 E STERN METAL. SUPPLY, INC. MAXIMUM IMPACT Mfg Mfg ACCORDION SHUTTER SINrrxn MN" nooardion }LKMAID1IW /ORW /0H.V, ur,�&H,1 I - . No 0118081P1103 DATE Drown 3,4 .. a . 1 01.D 07 -213 01/20/12 DATE: 01 20/12 2 8 4 5 0 DRAWING No 12-019 21 OF 28 , NCRETE ANCHORS SEE SCHEDULE ON =Ma S.S. SHEET 26) E SCS USING ' 1/4 " -20 NUTS • 6" O.C. I. AFAL will r RIM Air IS (I',I E iiii oT�NAI ;II'I�!fll tin WALL HEADER INSTALLATION, 3 }ID WALL SILL INSTALLATION 61 BOR c0522=oN 0 BEDMISf 1- SEE SHEET 21 FOR 1YPICAL SHUTTER ASSEMBLY. 2- MOUP TSUAN BE CCOOMN D O wAY O PT INSTALLATION. ND CEILING INSTALLATION um,nrommoN (sE 80 0 EXISTING CRASS 1463/4° HEX ,.. SCREWS • 3° 0.2. OR 1/4°0 -20 TES. W!. W/ NUT • 3" 0.0. iiv, Ay-74w , /i ii r i i l. 41/411/41/911.41I w1111 r411 CONCRETE REQUIRED }ID RAINGUARD INSTALLATION * E. O. • EOM DISTANCE (SEE SPECIFICATIONS ON SHEET 26) MIAMI -DADS COU(drY 'OFFS • ..,5 /oivnL�,�1 P.E. MA.(71 A Ut2E /DATE tg HD TRENCH INSTALLATION EXISTINO i! A1111 06. o r ir POURED CONCRETE MIMED EDGE C APPLICABLE PLAT HEAD CONS ANCHORS (SEE SCHEDULE ON SHEET 26) HD WALK —OVER INSTALLATION, 14x3/ HEX WASHER Mg SCREWS • r oA.. come! ANDHORS WE SCHEDULE ON 26) AI:FIXABLE 13 HD FLOOR INSTALLATION INSTALLATION DETAILS W/ Q HV 8 DE, SCALE: 3/8 +s1" /1Tniz5*8.\ TIWT TESTING & ENGINEERING COMPANY 6466 N.R. 36th. et. Ste. IRE. VIRGINIA MOEDA 3$186 Phone t (306)871 -1630. Fox : (906)871 -1631 6—me6s arc aeoaoLeom E6- 0008718 PATER 6. IIWT Jr. P. E, FLORIDA Lk. d 44161 FLORIDA BUILDING CODE (Ruh Velocity Hurricane Zone METAL TECH, INC. . (ASsA # 28) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828-7979 0 2012 SWIM AWL SUPPLY, INC. MAXIMUM IMPACT HV't HV2 ACCORDION SHUTTER :1_ ,, "fir 01.0 07 -213 01/20/12 3 4 6 6 DATE 01/20/12 DRAWING No 12.019 SHEET 22 OF 28 24 IN \_coo 0,43. L * SEE NOTES ON LOCKING RODS ( i+ & HO 0 LOCKS ON SHEEP 21 EXISTING /-- EXSTING GLASS INSTALLATION HV BLADE SEE END WALL. CONNECTION DETAILS ON SHEET 24 2•400/8•x0 * -2' (6063 -16 ANGLE %! TA1N E & C(R4ET ,1(4x ° i,T�O T AT (WP) #14 x 3/4' S.M.S. • 12• 0.0. MIN. SEPARATION TO GLASS 0 SHEET (4) H.V. PINS (WP. IN 61 (4) H.Y. PINS OP HVA -HDA ®GR ®GR ® + ®a+ 8% SEPARATIN TO GLASS (SEE SONS RULE ON SHEET 26) EKISnNO GLASS IN OUT HVD -NDD ORg 0Pr0,13 HVB —HDB, SYMMET,ICAL HO CENTERMATES W/ s!' LOCK (EXTERIOR) •)rlV!tW► r��Ir,�■r>.w■rrilll adr ____ 1 (Do st RIM ®00 (OPTIONAL) HVC -HDCR SYMMET;ICAL HD CENTERMATES W/ 'r LOCK (INTERIOR) l C)01004 + 00R FouT q +0oR ® +q3 POURED CONCRETE OR CONCRETE ELOCK WALL REQUIRED J4VE -HDE MIAMI --DADE COUNTY 'lO,��,w,FLQRiO��ttA+• P.E's y rintE/DATE 16.r`.r IL EC O INN. • nun. TESTING & ENGINEERING COMPANY 66R N.W. 6.W. Stn 6te. 306. Y&o004 GARDEN$ FLORIDA .00100 Phone : (30871 -1830. Fax i (0871 -1631 t8ta001D601.oMn 68- 0008719 %%LISS A. 11110 FICA 44167 E. FLORIDA BUILDING CODE (Nigh Veioolty lHurricone Zone' 0 2012 EASTERN METAL SUPPLY. METAL TECH, INC. (ASSA # 20) 7635 WEST 2 COURT HIALE4H> FL 33014 PH (305) 823-2323 FAX (305) 826 -7979 ONO. MAXIMUM IMPACT HV9 NV2 ACCORDION SHUTTER GA' 1gT1 11�aii ',' /Lfii #i /kiJ141'lc!?Ni1IT?] :1 06l 5400 ■ -'Sim ..- OLD 07 -213 Dram DA 01 20/12 DRAWING Nq 12-019 SHEU 23 OF 28 POURED CONCRETE OR REQUIRED BLOCK WALL j— POURED CONCRETE OR CONCRETE 1 BLOCK WALL REQUIRED _ -EXIS INO GLASS EXISTIIO GLASS - -- LOOATE AT OF) SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 28) 1/16x3° MAX. (S0133-78) ALUM. �' -• PLATE. (LOCATE AT POKER y..OF Sal ) #14x1/2° 8. 0 16 O.C. POURED CONCRETE OR CONCRETE 811008 WALL REQUIRED EXISTING GLASS ED CONCRETE ' OR BLOCK ALL BARED 0551012 CUSS MIN. SEPARATION TO GLASS (OGEE SCHEDULE SHEET 28) 1/2 /14x1/2" Sm. o 18 0.0. TO GLASS (SEE 8 SHEET 25) E MIN SEPARATION TO GLASS (SEE =MULE ON SHEET 28) r SEE DETAIL X SIDE COWS TO TR25KS SEE DETAIL X FOR SIDE CONNECTION TO TRACKS *use 1° OR 2' MAX. (AA8 5N o2 ANGLE x1 8° 2° (8083 .45 ALLOY) AT ,I.A HT (1) #14x1/2* S.M.S. TO (2)1/4 °0 TAPCONS ANC •' TO WALL AT 1° 0.0. LOCATE AT EITHER S@E of ) SEE DETAIL X FO 8108 TOKS TRACKS END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRE° EXISTING GLASS S MW SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) END CONNECTION_ ET IL ®® /2. 'y`SS'�ONAI.E��11, MIAMI —DADE COUNTY P.E. wry l TURE /DATE RoR®8 oR(:)+OoR (3110 OR(13)+ C$ OR END CONNECTION DETAIL Q END CONNECTION DETAIL Q ARAM! TO IASS (SEE SCG HEDULE ON MEET 25) ■E6rlr�rlr. TWIT TESTING & ENGINEERING COMPANY 6308 N. 3$th. 51.. oa. 305, 411 68 5010EN%, not= 33160 Phone : (308)871. -1530. Fax : (305)871 -1531 ~ E1— 8780` OLDER A 111117 Jr. P. 8. FLORIDA Uo. 8 44187 ENP CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER 11016 12'-0' ® 04.0 LAS VIEW Y DETAIL )S END INSTALLATION, HV BLADE INTO CONCIITE OR CONCRETE BLOCK WALL. ®0R OR FLORIDA. BIJII.DINO CO (High Weal Hurricane Zone` 412012 EASTERN METAL SUPPLY, INC. METAL TECH, INC. (ASSA # 26) 7638 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 MAXIMUM IMPACT HV•I HV2 ACCORDION SHUTTER . 1 , I,ul� t -- DEXCRronQN Drawn hn • A. DATE: 01/20/12 DRAWING No 12 -019 DATE OLD 07 -213 wisps 4 5 6 24W OF 20 MAXIMUM SHUTTER SPAN L +" OR "L -" (ft.) °K INSTALLATIONS W/ `14. :. A. ,_, .1 01.,1x:,,. I*. ® OR t W ONE HD I) L. & 0 LOCKING -40S t,T 1 • MAXIMUM POURED CONCRETE INSTALLATIONS SON AA & EE LOAD 88 Fl &C0 DO, GG () ALL MOUNTING CONDITIONS (+ OR -) L+ t- 30 OR LESS 15' -S 18'-0 35 14' -10" 18' -0° 40 14' -4 1r -10" 45 13' -11" 1r -6° 80 3'-6° 1 r-D° 80 13'-3" 18' -10" 60 12' -11° 18' -2" 85 12'-8° 13' -8° 70 12'-8• 14' -11' 75 12' -3' 14' -8" 80 12'-0" 14'-0" 85 11' -10° 13' -r 90 11' -8e 13' -2° 98 11' -3° 12' -10" 100 10'-8" 12'-8' 105 10'-0" 12' -2° 110 9' -8° 11' -11" LL 118 9' -1° 11' -8" 120 8'-9° 111 -8" 126 - 11' -2" 130 - 10' -11° 138 - 10-4' 140 - 10'-6° 146 - 10'-4" 160 - 10' -2" 166 - 10'-0" 180 - (' -10" 185 - 9'-9" 170 - 9' -r 175 - 110 -8" 180 - 9'-4" 186 - 9• -2" 190 9'-0" 196 - 86 -5° * 1 L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN A.S.D. DESIGN LOAD. L -: MAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILNO: GIVEN A POSVRVE A.S.D. DESION LOAD, DETERMINE MAXIMUM SPAN "L+° FROM SCHEDULE. GIVEN A NEGATIVE AS.D. DESION LOAD, DETERMINE MAXIMUM SPAN `L -° FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE hilNIMUM DETERMINED SPAN BETWEEN °L +" AND °L - ". (3) PROCEDURE TO DEIPRMINE MAXIMUM SPAN FOR COMBINATIONS N BETWEEN WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN LOAD: L1 +- MAX. SPAN FOR WALL MOUNTING INSTAUATIONS. MAX. SPAN FOR FLOOR /GIVING MOUNTNO FOR A GIVEN NEGATIVE A.S.D. DEMON LOADS DETERMINE: Lt -. MAX. SPAN P08 WALL MOUNTING INSTALLATIONS. 12 -r MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN N5 EOUAL TO THE MINIMUM BETWEEN 1.1 + °, 'L2 + ", "Lt -" AND 4) (ID TO ANCHOR SCHEDULE WITH FINAL MAXIMUM SPAN AND MAXIMUM A.8.0. DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 0 HV BLADE ONLY r4.r4�4t■ TRW TESTING & ENGINEERING COMPANY 6760 0.8. 38th. t4. 6G. 305. W8230A OEM FLORIDA 33164 Phone : 005)571-1530 . Fox I (306)871 -1831 o—mollER— ObwoOooLoorn 0006119 RAM A Tlwr Jr. P. E FLORIDA Uo. 11 44107 ♦ SEPARATION TO GLASS REOUII2MEEfi MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 ". INSTALLATION LEGEND 909812.1E N0L0n0O$ POURED CONCRETE (EST 22) WALL MOUNTING AA & EE FLOOR/CEIUNG 88 Fl &C0 DO, GG FLORIDA BUILDING CODE (Nigh VeIoclty Hurricane Zone; 69 2012 EASTERN METAL SUPPLY, INC. METAL TECH, INC. (.SSA # 26) 7838 WEST 2 COURT HIALEAH, Pl. 33014 PH (305) 823 -2323 FAX (305) 828 -7979 MAXIMUM IMPACT HVI HV2 ACCORDION SHUTTER NV' Acoort'Iion8LOttoz'B'Mem • $.V. RUDE W/ 0R •WO HV WO(QOW JLM E & H.V, RIME /E No DESCRIPTION DATE mom 611 F.P. /A.O. 01/20/12 DATE; 01/20/12 DRAWING No 4 ' 12-019 e SHEET 25, OF 28 2 OLD 07 -213 3 Among seems wag MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN SHUTTER SPAN. MAXIMUM A.S.D. DESIGN LOAD AND A 1.111:ta3•11111 MAX. Ernirni CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS MAXIMUM SPAN (ft) POURED CONCRETE ALL MOUNTINGS M THRU OG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSTIVE AND NEGATIVE A.S.D. LOADS 50 OR LESS >80 TO 90 >90 TO 120 >120 TO 180 >180 TO 1913 8. -9" OR LESS 8" 4 1/2" 3 1/2" — — 12" 8" 8° 4" 3 3/4" >8' -9° UP TO 12' -1° 8" 3 1/2" 3" * — — 10" 8" 4" 4" — >12' -1" UP TO 18'-0" 4" 3 1/2" — .. — 7 1/2" 5 1/2" 4" -• -- MIAMI -DADE COUNTY _ EWA VALID ONLY FOR UP TO 10'-0° SPAN ffAR•r,T/ 4a A � ,01 6 .rte • No• 4 ' ; ,,,, *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHAD. BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE (Min. f'o 3192 pal) ' — 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 ". A.2) TO EXISTING POURED CONCRETE: (Mtn. Co • 2899 pal) — 5/18°0 TAPCON XL ANCHORS, AS MANUFACTURED BY A.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 8/18° TAPCON XL ANCHORS IS 2 1/4 °. 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 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING AU. OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3" EDGE DISTANCE FOR 1/4 "0 TAPCON AND 3 5/8" EDGE DISTANCE FOR 8/18°4 TAPCON XL HV BLADE ONLY P.E. SEAL% OUR'E /DAATE 1L Eo INC. ` TILLIT TESTING & ENGINEERING COMPANY 8258 etl. nth. SL, Sb. 305. ORM 68108113, FLORIDA 33188 Phone , (305)871 -1030. Fax t (308)871 -1531 °-33381 tliteo088alaon E5- 0008719 WAXER A. TILW Jr. P. E FLORIDA L6t. # 44187 • FLORIDA BDILDING CODE (High Velocity Hurricane Zone; METAL TECH, INC. (ASSA 8 28) 7838 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 0 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION' situr DR It1 m Hy. AmmdinnSi erBFatna AOE 118/ OR 8/0 H.Y NNDOMn BIADE &. H.V. Ai OAT8 0,pm byt F.P. A. 01/2002 DATE: 01/20/12 DRAWING No 12 -019 0810180PTION t OLD 07 -213 a 3 4 5 5 20 SHEET 28 .1875 .0625" HY WINDOW BLADE EXTERIOR SECTION X —X SCALE: 1" = 1" .0825 0625 Bus KS MP) .1875" i EQ EQ —^ FIAT PORTION OF SLADE HY WINDOW 63 2 7!8" MIN. SEPARATION A BETWEEN MADE SECTION Y —Y SCALE: 1" = 1" SCALE: 3/8 " =1" EXTERIOR ELEVATION SCALE: 1" = 1" 0825" POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 28). POLYCARBONATE SOURCES FOR 3 TYPICAL PROPERDES APPLICABLE STANDARD RED RESULT mot . / 4416414 LLOAWIROLON 3103 SAM os Pump MOM 003 RB810 11: 2{GAI.i SPECIFIC GRAVITY AVM D792 0.043 113/Ins 0.043 lb/Ins hiECHANICALI /ENSILE YIELD STRENGTH ASTM 0838 9,400 p.s.I. 9,000 p.0.1. FLEXURAL STRENGTH AT YIELD ASTtd 0790 12,800 p.s.i. 13,400 p.s.I. FLEXURAL MODULUS ASTM 0790 340,000 p.s.l. 345,000 p.s.l. MOD NOTCHED ZOO ASTM D260 18 Fr —lb /In 17 FY -lb/In SMOKE DENSITY MOM 02043 47.2 R 84.5 0 MAX RATE OF BURNING ASTM 0835 0 -1 CLASS C -1 MASS SELF IGNITION ASTM 01029 1040 'F 980 'F YITIHES60 ASTM 0186 TENSILE STRENGTH AFTER WEATHERING ASTM 838 9302 0.41. 8040 p.s.l. TENSILE STRESS BEFORE WEATHERING ASTM 938 8401 p.a.L 8880 p.aI. TYPICAL HV WINDOW BLADE C AND POLYCARBONATE HV WINDOW DETAIL /1TEC'NC.\ TILLR TESTING & ENGINEERING COMPANY 8383 ILIV. aSh. 51. $q. 303. WIWIaA WNW, PUMA 331N Phone c (308)871 -1530. Fax , (300)871 -1531 8—ma0: t8teadecoLeom m -0719 EMLTER A 11110 Jr. P. E. FLORIDA Lb. # 44187 FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone; 0 2012 EN TERN METAL SUPPLY, INC. METAL TECH, INC. (ASSA # 28) 7835 WEST 2 COURT HIALEAH, FL. 33014 PH (305) 823-2323 FAX (305) 826 -7979 MAXIMUM IMPACT HV7 HV2 ACCORDION SHUTTER 9 4 U*THA HV ° MaordlonBhnmOr I1 Yt/ OR W /O.H.it WN>QW �H,V. WM A OLSOIPUON SATE p,:4gT bye .P./ G. OLD 07 -213 01120/12 DATE 01/20/12 DRAWING No 12-'-019 SHEET 27 OF .28 Y 8 TYP. EA. DID MAX.6 .-�.;,•.,... ALLOWED AT IIY WINDOW BLADE 4a 1 SEE END comma WAILS ON SHEET FULL HENS. TOWN GLASS-L FT' TYP T rTT4 QL ) UNUMIEO WIDTH OVATION BD Due a GUISE Mel W WEIE FS FOR MATES 0314 ill OR ;� �O NOTE 4 ABOVE) F11. 0 cI.,s c3 / ./s4w ICI : I )L6 ..,.I. , •II StF •. Y.1: =i43L _ 0 :<<1 lFR . 7• ..II•I WI::!iluyi li:vs,: ,is: ,1•.ic 1. MEL AS.O. DESIGN PRESSURE RATI & +110, - 110 p.e.f. 2. MAtt. SHUTTER SPAI41 B8', S. ALLOWED MOUNTINGS: A, 0. 0 & H ON SHEETS e, 71 AS WELL AS MOUNTINGS M, o, T, u &WON 8140212 18�4a 18. W�H C� Y OR OPP081NO�L W OF OPPp301G 1TaT MUST BE INCLUDES ONLY AT EXTERIOR mass as CF & (A) HV WINDOW,U,�N SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (S ! C"! HOLES) FOR PER AT' SPACINGS SHOWN ON SINE 27. (a) MIN. OLEARAHCE 1ROA TOP OR BOTTOM EDGE OF HY WINDOW I1� OF AM' SW HOLE FOR SHALL BE 12'. SFIRST OAR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HY (B)TN WIND W1 BLADE MUL BE USED ALTERNATE TO A SOLID HV BLADE® BLAD0 AT BTNER 0 0P E INSTALLED ADM N1 TO A SOLID HV (F) POLYOARSONATE HY WINDOW C I SHALL BE INSTALLED TABS FACE THE INTERIOR OF THE OPENING = I PROTECTED, NV WINDOW MUST BE ON INSTALLED AND LOCKED USING A NV SETTING TOOL. BY ASUA. S. SEE ANCHOR SPACING SOHEDIAE FOR INSTALLATIONS INTO WOOD FRAME BIKOINGS ON SHEET 1e AS LIMITED BY SEAN AND DENT LOAD (SEE NOTES 7. SEE ANCHOR SPADING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS UMT® BY SPAN AND DEAN LOAD (SEE NOTES I & 2 ABOVE). & LYNNAIRM SEPARATION TO GLASS BOHEDUUD SHUTTER SPAN MINIMUM SEPARATION TO GLASS Be' Max. e' =ramsjua Atj 2�� vs/ R awn METE � 6ROtlIC1 TYPICAL Cif HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA SHUTTER* N.T.S. FLO ILA BUI MIAMI —DARE COUNTY P.E. SM3t8MATeREJDATE .u.r.r. I1. EC O /1Nc.\ TIL.UT TESTING & ENGINEERING COMPANY SUE NW. 35th. EL. Btu 308. ME ER O ME'%. FLORIDA 33188 Phone : (308)871 -te30 . Fax : (306)871 -1851 a -rnaft BttaoomaoLaan WALTER A.TI.UT Jrr. P. E FLORIDA Ua. $ 44187 METAL TECH, INC. (AOSA # 28) 7635 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 828 -7979 NO CODE HI ,h Vela • rricane Zone' ® 2012 EASTERN METAL SUPPLY, INC. MAXIMUM IMPACT HV1 HV2 ACCORDION SHUTTER NV AtOr4LCff1hntc&' V D SCI W/ OR pj(Q HV N(INDOW,) 553 b H.V. BLADE I1 R DATE O0rNp�En IN: F.P. AG. OLD 07 -213 01/20/12 DATE: 01/20/12 DRAWING No 12.019 a 4 SHEET 28 Q 28 INSTALLATIONS WI IT HY BLADE & HV CENTERMAT INTO METAL STUD WAILS, * 19° * GENERAL LIMIT TiONS AND CONDITIONS OF USE on 415 ^0.0 � a 0.0. 1° MIn . O 8 O.C. WALL HEADER /SILL INSTALLATION, I fig • :i:1 :41. SYSTEM INST . TION TO METAL STUD WALLS 1, MAX. A.S.D. DESIGN PRESSURE RATING: +78, - 75 p,s.f. 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 1S ON THIS SHEET, 2000• Mn .f- Aa° o4' J 1/4 "e NOMINAL ALUMINUM SLEEVE 8063 -T5 ALLOY SEPARATION TO GLASS SCHEDULE 4. ONLY a-MATE 21 WI (24) HV LOCK ARE ALLOWED WITH ) AR-; GED A METRICAL LAYOUT. USE 0_ (2) ( (8' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK �DETAIL HVF IS VALID FOR CENTERMATE ( ) APPLICATION WITH BLADE MAX. SHUTTER SPAN L (in) SEPARATION TO GLASS. 54' SR 3 1/4' ` EXISTIN0 FN185 AS APPUCABLE MP. TOP & S0R'OM) ZEXISTINS GLASS LENGTH + 1° 1 /4 "030X3" JOLT MUST PENETRATE 1° 1.373" 080° s 1/4"0-20 THREADS 1/4"0 ELt O CONSTRUTLON powers FAB —LOK HD COMPONENTS SCALE: 3/8 °e 1 ° 4 °t 8 1/451 0.030° THICK Mln. . OILY. STEEL TRACK CHANNEL. ASIA A-853 GRADE 40 We 0-80 GALVANIZED FASTENED TO STUDS O(tENICR/b 1_ /_ ___ FADE ON • 1/4° Cryp.) (8' MIn.) (Cont.) 8 1/2' (Typ.) a 1/2° MAIL SLACK fa BLADE SLACK DETAIL HVF FLORIDA 9 "11AI oxisms, LOCA NV HEAD x ENDS VIEW Y, • SIDE CONNECTION TO TRACK ILDING. CODE (High Verity Hurricane Zone, ® 2012 SISTERS METAl. SUPPLY, IN0 MIAMI -DADE COUNTY P.E. St( A�TURE /DATE /1TE1iZOINC.\ TILWT TESTING & ENGINEERING COMPANY 128 N.N. 78th. St. the 784 =ODA GAAOF% FLORIDA 53186 Phone : (3C5)871 -1830. Fax : (3G5)571 -1531 ° E8 18 AFLN US # 44157 METAL TECH, INC. (ASIA # 28) 7835 WEST 2 COURT HIALEAH, FL 33014 PH (305) 823 -2323 FAX (305) 826 -7979 MAXIMUM IMPACT HVI HER ACCORDION SHUTTER rte■[.,;::�ta11M • ..4 �_ OLD 07 -213 @IYMEIZ5 3TZr MINN MUM DEPARTMENT OF PERMUTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MetalTech, Inc. / 635 West 2nd Court Hialeah, Florida 33014 NIIAMI DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 ramajapadadateffildigag SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA-Product Control Section 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 Section (In Miami Dade County) and/or the MU (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 expose of such testing and the AHJ may Immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.031" (min. ' Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets I through 7 of 7, prepared by Ramms Engineering, Inc., dates. January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the nu mufacture?s name or logo, city, state, the following statement "Miami -Dade County Product Control Approved", and NOA number, per TAS -201, TAS- 202, and TAS -203, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 11- 0304.01 and consists of this page 1, evidence submittal pages E-1, E-2, E-3, E-4, & E -5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. rlt S'fo3Aon. L NOA No. 12- 8320.261 Explrafion-Date:- 8 41-7 Approval Date: 85103/2012 Page 1 Metalled'. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0304.03 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering Inc., dated Janumy 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, signed and sealed by Robert S. Monsour, P.R B. TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of a 24 ga; steel storm panels, prepared by Construction Testing Corporation, Report No. 98-443, dated 42127198, signed and sealed by Christopher G. Tyson, P.E. 2. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 98 -005, dated 05/21/98, signed and sealed by Christopher G. Tyson, P.R. C. CACULATIONS: 1. Comparative Analysis, dated February 18, 1998, pages 1 through 4, prepared by Ramms Engineering Inc., signed and sealed by Robert S. Monsour, P.E. 2. Revised calculations for Comparative Analysis and Anchor Spacing Analysis, dated June 4, 1998, pages 1 through 49, prepared by Ramms Engineering Inc., signed and sealed by Robert S. Monsour, P.E 3. Revised calculations for Anchor Spacing Analysis, dated August 3, 1998, pages 1 through 35, prepared by Ramms Engineering Inc, signed and sealed by Robert S Monsour, P.E 4. Revised calculations for Anchor Spacing Analysis, dated September 1, 1998, pages 1 through 94, prepared by Ramms Engineering Inc., signed and sealed by Robert S. Monsour, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report dated December 10, 1997, prepared by Kieh Co., for steel panel. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 076D, dated 02/04198, signed and sealed by Ramesh Patel, P..R E -1 H "i y A. Maker, P.E.; M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 MetalTech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 1207.03 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering Inc., dated January 10, 1998, last revised on December 15, 2000, sheets 1 and S of 7, August 14, 1998, sheets 2, 3, 6, and 7 of 7, and on December 4, 2000, sheet 4 of 7, all signed and sealed by Robert S. Monsour, P.E. on December 22, 2000. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0205.01 A. DRAWINGS: 1. Drawing No. 98001, titled "24 ga. maximum impact storm panel", prepared by Ramms Engineering Inc., dated January 10, 1998, last revised on January 17, 2001, signed and sealed by Robert S. Monsour, P.R . on January 29, 2001. B. TESTS: 1. None. C. CACULATIONS: 1. None. D. MATERIAL CERTIFICATION: 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 1224.07 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering Inc., dated January 10, 1998, last revision dated September 09, 2002 signed and sealed by Robert S Monsour, P.E. E -2 tlThy A. Mahar, P.E., M.S. PERM, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 MetalTech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on Large Missile Impact Test per SFBC, PA 201 -94 along with installation diagram of Steel Storm Panel Shutter, prepared by American Test Lab of South Florida, Test Report No. 0 502.02 -02, dated May 09, 2002, signed and sealed by William R Mehner, P.E. 2. Addendum to Test reports on Large Missile Impact Test per SFBC, PA 201 -94 of Steel Storm Panel Shutter, prepared by American Test Lab ofSouth Florida, Test Report No. 0 502.02 -02, dated July 09, 2002, signed and sealed by William R Mehner, P.E C. CALCULATIONS 1. Comparative analysis, prepared by prepared by Ramms Engineering, Inc., dated January 14, 2002, signed and sealed by Robert S Monsour, P.P D. MATERIAL CERTIFICATIONS 1. None. S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0110.04 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering Inc., dated January 10,1998, last revision dated Januay 06, 2006, signed and sealed by Robert SS Monsour, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised calculations for Anchor Spacing Analysis, dated January 06, 2006, 88 pages, prepared by Ramms Engineering Inc., signed and sealed by Robert S. Montour, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. ?rimy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 E -3 Metaffech, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #11- 0304.01 A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ", sheets 1 through 7 of 7, prepared by Ramms Engineering Inc., dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S. Monsour, RE B. TESTS 1. None, One year renewal to give manufacturer time to submit a verification test report. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Conformance letter from Ramms Engineering Inc., dated March 24, 2011, certifying compliance with the Florida Building Code, 2007 Edition, singed and sealed by Robert S. Monsour, P.E. 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98001, titled " Maximum Impact Storm Panel ', sheets 1 through 7 of 7, prepared by Ramms Engineering Inc, dated January 10, 1998, last revision dated January 06, 2006, signed and sealed by Robert S Monsour, P.& B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of a 24 ga. steel storm panels, prepared by Blackwater Testing Inc., Report No. AG -11 -001, dated 03/12/12, signed and sealed by yamil G. Kurt, P.E. E -4 H A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 03/22/2017 Approval Date: 05/03/2012 Metariech. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Permitting Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Certified report of Chemical Analysis and mechanical tests by The techs. F. OTHERS 1. Conformance letter from Ramms Engineering Inc., dated March 20, 2012, certifying compliance with the Florida Building Code, 2010 Edition, singed and sealed by Robert S. Monsour, P.E. -5 it-.1a101 y A. Maker, P. M.S. PERA, Product Control Unit Supervisor NOA No. 12-0320.26 Expiration Date: 0342/2017 Approval Date: 05/0312012 P2 Ittitl*N !DI RAT qN IW ROMP Rao P• e 4• Nt 4 4 `1 $,9/OW MOUS DP021 OF P -71407( NOT DIM i 100 ALM 100 T1 40 BLOCKhvo SPECIAL NET PANEL SECTION ININI NO M80 11 1/r 0.0, CROSS SECTIONS, 1 7r i4 14' 1fN PRODUCT complyins 00 20 Florida • BoRdini Cods Amps= -O Z-.t 0 ..74,1.Cf. - 17 COMPLIES WITH: 1101110A SWOON WOE 1145IS0 r0 SINN, SONS 4W NNW DESIGN CRITERIA:. NOS LOANS TO OE 7/.OU4AA00 AS PER AWE 7 AO NORM IN ALLONM0.1 SNESS NMS 1.680 N ON DEVON OF ON PRODUCT GENERAL NOTES: ALL MNW& AA7111.151CA0 70 28 ALOY 6023'71 OR NM WORN AMOS SAULSO 24 0.454 t0 747706 MAI 1 ANN SO I E 402 rY - O0 NU MO/UNM WORE NOT 01P 064760. WIN A MENU. 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DETAIL 17, Nom* 11 SIALtE THE OP THE COMTUITTOR TO MOT THE AXE atTNIZIOR WITH ray,ADDITIONAL SYSTEM MAY OE INTSALL INTO WOOD. 00AKAaMeL ki4SONRY, tr4 w musw AND PART t 171E PRIMO mow ATTACHED D TO MONO STRUCTURE mower ea oentplyley 141°11 : 11 th Mortals Building Code Aompuinee No - - Dm I ijrzir .,.„ 2.4 4,14/ mottucraziewo ea eenedying *Aldo Hodes Budding Cede Amplest. No Bog. emu 21.93 25.51 29.99 35.36 37,44 39.10 40.77 44.40 47.81 51.23 58.06 61.47 66,85 71.46 75.30 81.45 86.83 91.44 PANEL SPAN 142" 139" 136" 132" 130" 129" 127" 124" 123 119" 112" 109" 104" 100" 95" 88" 78" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE 24 GA 14A2.1424 fewer STEEL STOSM PANEL HORIZONTAL BRACE STRAP REFER TO PANEL DEFLECTION CHARTS g PROW NEW SSE NEW 142° MN& PANEL swam' �r WNW NOWONI AL STRAP ONO SEMLEav MAO AW PANEL 142' MAX PANEL IWYIT ONE PANEL WRAP LOWED IMMO PAM OIROOTION MINT WINN sogiforera BTRAP PANES HETGHT 0 =t04 m13ii��Jrfial MOUNT 17 iTelrFP.i.a111W111111137431111 ONO SEMLEav MAO AW PANEL 142' MAX PANEL IWYIT ONE PANEL WRAP LOWED IMMO PAM OIROOTION MINT WINN sogiforera BTRAP PANES HETGHT 0 =t04 100 =140` 17 iTelrFP.i.a111W111111137431111 MOWN DROWSE WOO SLASH AD PANEL HORIZONTAL BRACE STRAP 1 /r2o SOD a/S Is I IP01 I TALa 4° MR ESE taw MONT WAR ofir SAO P&P. COWIN A1M-114"- SPAN MAXIMUM ON ANCHOR SCHEMA'S WY NOM o+m 12 /4- (7114) SPANS MR we °Ey , "F" . Anna 121 (W OA 3/4' MIL 9► • N /4' DX IIFA01W AND SILL TYPE MAY K4RY. 05PEMDWNO 01 APPLICATION SEINE IS ON SHEET 3 OFIAIfL ,Lag& 8 I WAIL ID ON SHEET a AMER LWST SE H MORROW PORTION OF KAY NOM (P NOT A KEY MO MHO SHOULD SE USO IMMMN MOLE WY ALSO US A 8 /t0' ON, MOLE KEY H WAR R HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY HEADER AND SILL EIIHER HORIZONTALLY OF VERTICALLY no PE EXPLODED ASSEMBLY I Bah*a WAg ¥PUNT lJO:%A(L` f0 Nor s =ramp II WASH SANG a 1 L. MOUNT 1F171 1171E Nm EEL DCTASS 1.7.9.10 AND It ON OW 2 BUILD OUT WI KU Me TYPICAL SECTION VIEWS, .1.4 `„a�,� I:�:a 17 1,L7• I rauaON OW 2 !VOL If ON SHEET a M DEVVL 4 ON SNOT INSIDE MOUNT MM MDR gm XL mower. memo ^ wO ..vrvai, 'el ,.,!.ice /' • ANCHOR SCHEDULE CHOR EPACIN r vs ' E81ON PRESSURE AND CONNECTION TYPE 'I2%I (LTT POLIPEDCONCRIITe oamhsreee0a • nou111amIEM ' 0001088tODx INIMIKZI ,h— ■.IMMU Y.a a.� �.....OMME. .7101OQQ11311At011R7112111a[7EM11113111I31111110NMa r, ..r.INNEME. w � Wirer AMOR Mt =1 111 J11111/111ON 141 9 t t..... .... t t 1A t, f��[[( ,1, + A i 1[ ..14.1. c ([/ 11A'PIAMII.iANf809.T(SIE8V8I NOW01�1 88°BPAPI c.I t �. •.t' t• 1 6. I A . ° =rte 'I .I ME. Wi ........) 1TA'NApR7ANA0NNLA�IGRNC � �t -. ' ; � �i . IM PI El TZe) j 018 MULBM Tra Nolan 1 114 MW.OMB�M®NNI Orevm u'r'n"" l 1 iP� Wan MOAN SIM° 1111 c, i � 1 �.. 1 .', Sritt(tt ;li us ti .11 1i'r' MAMMY GOMM ilA'WdPflANhBgAL 6R 110' MN, .E NTINCON01 18 Ril ��fi� i2__ EMI i ....�.' bbl • Iffrililibill".A. 5 + y ... _. ,. _ , • T. , t'; 141E111' , � = wags qq ' i 1,111 1/4400/8.. ALIC•N7'DUb ftAWLOALKdN . QdA OtsWANaHOiq r i[ i. ,1�if., � ailA im [((. ��:. Ma a Par SPAN MD LOADS NOM IN MD IONOMA ARE Pall NITWEENE ANCHOR NMA005 ONLY. PM ALIAS/AILS SPANS wl, DRM LOADS RIOL'A 10 $1 T 4. s q r4 F1 D/9tANDF EXCLUDES SHAW° p pRgSENT Mow CD( TONS THAT ARE NOT TT SHALL OE L fl. r OF THE 7� STRUCTURE T KM STAND THS istruncokt LOADS AND INSURE PROPER ANOHMOT SHUTTER SYSTEM MAY BE 110301 INTO CONCRETE OR ,MASOIMY . morgucritteanio oeWlygM14DrFkolda Bw� � ND x 01 0n. AMON wrzEtan rs rwprinrn Imma M A N C H O R S C H E D U L E AAd E• X71 mum WAN IM[fLM WAIN ELM E r, WAN MEAN MILAN MEAN t RINISIONB DicTkAWIll �rrjf 7171:1 E EriEvErl CifirfKla �■ ■ 1•.■.■ AKAN ANCHOR SCHEDULE 11111111111111111111111111111111111111.11111 ____0111111EUVOIE111111111111111111111111716101, KI11111111 -',uti.t.aukiA111111111 1111111L,..1,11Lzf.qtr. Iniktit; ar-itiOlikitic-9111111111111111111117M11 kla411111111 MI 111311113111/11111:11111:11 K2 MN MIKE 1C1111:11111011 ULM EN EN 1101111111 AL 14 1..19 14 14 4 1 14 ...... 14:11.1.4l0:@ , x1,1.1,1101, ADM SPANS AND LOADS SHOWN II MS MENU AM FOR DEDSOININS ANCHOR MOM 011.1% FOR ALLOWS= SPANS vs. DOOM LOADS AIM TO SW 4. liflOV AN Jr WOOD MUST_ ft' A FO IN2 SOUTHEISTI AND _GM PART 0 P THE MAIM SITIUD7VRE OA ",,MMM,-LY MACHO TO FRAUSIO STIVOTURE MOOD ARMS REPRITSENT ANCHOR CONDITIONS Dig ARE NOT ACCEPTABLE llomors Off RESPONSIBILITY OF' THE TO VERIFY THE &Nowa OP THE STRUCTURE TO MTH STAND Tim- ADOMONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER sisrai AMY BE INTSALL INTO WOOD, CONCRETE OR AMSOASTA • • • • • - ••• • • • •____ - • • . .15 14 I 0 I 1@.. PRODUCTRENSOMD as complying Wilke Mae Onitant Code Ancepfanne - go t Date -. 1k47.4 "Ar, PRODUCT MMO!) 141114404 with do Raids Ilulldtos asdo • PRODUCT MIND IlielkItio "as .„ rkflor malassm