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WS-12-7074 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 175223 Permit Number: WS -4 -12 -707 Inspection Date: July 10, 2012 Inspector: Bruhn, Norman Owner: HARRIS, SANDRA Job Address: 945 NE 98 Street Miami Shores, FL Project: <NONE> Contractor: ATLAS DEVELOPMENT & CONSTRUCTION COMPANY DBA Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060143450 Phone: (305)493 -4366 Building Department Comments 3 opening accordion shutters Passed ,/' Inspector Comments CREATED AS REINSPECTION FOR INSP- 174663. CREATED AS REINSPECTION FOR INSP- 172637. Shutter must provide egress per note on plan. NB Same comments. NB /, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 July 10, 2012 Page 1 of 1 act 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 4 ON 1 }� BL ING PERMIT APPLICATION FBC20, Permit Type ROOFING lZ O Zil �J APR .. t B Ya Permit No. S Master Permit No.� S 12 "r -J(' OWNER Name (Fee Simple Titleholder): Harri,Glenn Phone#: 305 -968 -5381 Address: 945 NE 98th ST city: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone #: Email: glennharrislaw(o - ygmail.com JOB ADDRESS: 945 NE 98th ST City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 3206 -014 -3450 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Atlas Dev. & Con. co./Atlas hurricane Shutters Phone #: 305- 493 -4366 Address: 251 NW 171 Street City: Miami State: Florida Zip: 33169 Qualifier Name: William Knowels Phone# 305- 493 -4366 State Certification or Registration #: CGC 1510253 Certificate of Competency #: Contact Phone #: 305-493-4366 Email Address: Sales@atlasdevcon.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1,156.00 Square/Linear Footage of Work: 88 Type of Work: ❑Addition ❑Alteration UNew ❑Repair/Replace ODemolition Description of Work: 3 openings shutter with accordion shutters * * * * * * * * * *** Submittal Fee $ ✓ b' Permit Fee $ / j 9 CP JCCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ * * * * * * ** * * * * * * **** **** ** Fees************* ** * ** *** *******a** ** * ** * ***** ** TOTAL FEE NOW DUE $ 4�Q a 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, BUR FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wilA t be apprr -d and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 . J _ who is personally known to me or who has produced As identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commission Ex Signature Contractor ,e9 The foregoing instrument was acknowledged before me �,} 18 day of 20 \ c f - , by k l i t '541/ )1 /1-5 who is personally known to m� or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My C � n B l' 4 MY CON1Ml SU � .. Ago Nam C43' j Bonded Tteu � UndeiM g ' ' � SIRES Jv� I ?AI3 �R�k+ bb+ kfl��kAk9�U�H ++k+k+k *�k+kskd��k+R� *** : k**** 9+ �k�k******** eA�R�k+ h�k+ k+ l�* * * * #�N+h�R�k�k�N�RH��F�➢+�kSAs* 11 82131 slim **********+b*** APPROVED BY Sa Plans Examiner Structural Review (Revised 07!10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Apr. 11. 2012 4:22PM Emmanuel Insurance No. 5310 P. 1 R11 CERTIFICATE OF LIABILITY INSURANCE °,1'1' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE= HOLDER. THIS CERTIFICATE DOGS NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE= HOLDER. IMPORTANT: If the certificate- holder is an ADDITIONAL INSURED, the poiicy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endoraemenL A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRoDuceR 305 -693 -0003 305 -691 -4381 Emmanuel Insurance & Associates, inc. 2370 East Bth Ave Hialeah. FL 33013 gierecT Emmanuel Insurance & AsSOQia es. Inc. PROBE -t 30 69 0003 FAx „ .305 -691 05-691-4381 =so: saraii emmanuelinsurance.com INSURERM AFFORDING COVERAGE NA[C N muses*: RetalFirstjnsurance Co . INSURER B: INSURED Atlas Development & Construction Comp. 251 NW 171st St Miami, Fi 33169 INSURER 0: PRSETORENTED- ) INSURER 0: INSURER E: MED MP (Any ana PolTSni INSURER F : COVERAGES CERTIFICATE NUMBER: SION NUMBER: THIS IS TO ERTIFY THAT THE POLICIES OF INSURANCE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, CERTIFICATE MAY HE ISSUED OR MAY PERTAIN, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LISTED EIELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE POR THE POLICY PERIOD TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WMi RESPECT TO WHICH THIS THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rase OFINSURANCE NSRWVD P* UMIR eppEqEEYYri 1 nMM LIMITS EACH OCCURRENCE $ GENERAL LIABILITY COMMERCIAL GENERAL LIAISILITY PRSETORENTED- ) $ CLAIMS.MADE OCCUR MED MP (Any ana PolTSni $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEM AGGREGATE LIMIT APPLIES PER: PRODUCTS ,. COMPlOP AGG S POLICY US E& 1 LOC $ AihroMDHILEL(ABRITT — _ ANY AUTOS OWING HIRED AUTOS — _ pSSUCppEDULED AUTO ° C Ma dert1� INBLELIMfT $ BODILY (Per $ BODILY INJURY (Pet actileng $ rPa eflfl �3E $ _ UMEEELLA MIME Une OCCUR CUy(NFS -MADE EACH OCCURRENCE$ AGGREGATE $ DED I RETENTION$ $ A WORKERS COMPENSATION AUG EMFLQY$R$• Letelu Y N ANY PROPRIETOR/PARTNERIEXECDYNE (Y— � OFFICER/MEMBER EXCI.UDE(Y' L.__1 1I�yMMa4In uNH) DESCRIPTON QF OPERATIONS balm NIA 520 -41647 02/26/2012 02126!2013 1 TSSIM I Oft . L.L. EACH ACCIDENT $ 1.000.000 $ 1.000,000 $ 1 00000 0 E.L. =EASE - EA EMPLOYEE E FASE LIMIT - POLICY L. DIS DESCRIPTION OF OP$RATIOMs t LODATIQN$I VEHICLES (Attach ACORD 1$1. Addlttancl Remerke Sehadura, if mom space In required) Contractor CERTIFICATE HOLDER CANCELLATION City of Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES HE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE VI(ILL BE DELIVERED IN ACCORDANCE WITH THE Pei-ICY PROVISIONS. AUTHORIISO RaPRESENTATIVE 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD 1 04- 18 -'12 01:04 FROM- T -590 P0001/0002 F -971 # CERTIFICATE OF LIABILITY INSURANCE DATE(MrNODtYYYY) 04/18/12 THIS CERTIFICATE IS ISSUED AS •A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED I3Y THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate {older the terms and conditions of the centficate holder in tieu of such is an ADDITIONAL INSURED, the poticyies) must Ipoiicy, certain poke os may require an endorsement. endor$emern(s). be endorsed. If SUBROGATION 19 WAIVED, subject to A statement on this certificate does not confer rights to the v T —ACT NAME: PRODUCER Action Insurance Group 7124 South Military Trail Lake Worth, FL 33463 Phone 561296 -1771 FaX 561296-1772 rA/r0='Nto. r:rrk (561)296-1771 1 1, No): (561)296 -1772 "jabs; a ctionlnbgrpogaol.corn INSURER(S) AFFORDING COVERAGE NATO $ INSURER A: Accident 11573 INSURED Atlas Development and Constrthction Company d/b /a Atlas Hurricane Shutter 251 NW 171st Street Miami, FL 83160. (305-493 -4366 INSURER @ : GMAG 11 044' INSURER C : SEIM eddle 41297 INSURER D: MED EXP WY one person) INSURER E : • • CLAIMS -MADE 5 OCCUR INSURER F: - PERSONAL &Aoki INJURY VERAGES CERTIFICATE NUMBER: THIS IS TO CEFT(IFY THAT THE' POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWi1. "- ANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. man TYPE OF INSURANCE INSR W VD POLICY NUMBER (MNCYp11'YYY1 (MM/ob1YY VY1 LIMITS A GENERAL LIABILITY 1 WI 0OMMER0IAL DERMAL LIABILITY N 2` S 01/04/2012 01/0412013 ,� 08!0./2012 EACH OCCURRENCE $ 1 oLN0,000.00 DAMAGE TO RENTED PREMISES (Ea oacurtenoal $ 50,000.00 MED EXP WY one person) $ 5,000.00 _ • • CLAIMS -MADE 5 OCCUR 0 i PERSONAL &Aoki INJURY $ 1,000,000.00 0 GENERAL AGGREGATE $ 2,000,000.00 GENEAGGREGATE Limit APPLIES PER: PRODUCTS - COMP /OF?AGM $ 1,000,000.00 • FOLIOY D !,00 r MINED SINGLE LIMIT ( nrndentl $ B AUTOMOBILE LIABILITY N FLC4821994 08/02/2011 500 000.00 + BODILY INJURY (Per person) $ • ANY AUTO 1 ALL OWNED SCHl_DULI=D 0 AUTOS © UUT�NED nanrLY INJURY {Per accident) $ PROPERTY DAMAGE (Pear PEHTYR $ NO III HIRED AUTOS = Au) $ III • Q UMBRELLA LIAR 0 OCCUR fl EXCESS LIAR ❑ CLAIMS -MADE n EACH OCCURRENCE $ AGGREGATE $ • OED • FIE SNTION8 °—^°�-�-�— WORKERS COMPENSATION AND EMPLOYERS' Li- ""„ITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE N/A �l---If WC 3TATh- ❑ EORTH- Ll TC)RV LIMITS E.L. EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? I I (P, ndatQry In NH) El. DISEASE- EA EMPLOYEE $ ii DESCRI� PTION OF OPERATIONS Wow EL DISEASE - POLICY UMIT $ - DESCRIPTION OF OPERATIONS i LOCATIONS t VEHICLES (Attach AMMO 101, Additional Remarks Schedule, It more space Is regdtred) CERTIFICATE HOLDER CANCE Miami Shores Village Building Department 10050 N. E. 2nd Ave Miami Sh:k.t, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) OF to 198 2 10 ACORD CORPO ON. All rights reserved. The ACORD name and logo are registered marks of ACORD MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 623363 -9 Bul s�S ArQE�1, IT �l SHUTTERS N 251 nNW X1771 ST 33169 NORTH MIAMI BEACH 2011 MIAMI DADE COUNTY - STATE OF 2012 FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL OV .AS DEVELOPM & CONSTRUCTION CO SecI:W(6 On BUILDING CONTRACTOR THIS 15 ONLY A LOCAL DOES E NOT PERMIT P THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REOUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAUFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/05/2011 02290005001 000049.50 SEE OTHER SIDE MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 623363 -9 BUSINESS NAME / LOCATION ATLAS HURRICANE SHUTTERS 251 NW 171 ST 33169 NORTH MIAMI BEACH STATE c Mg10253 WORKER /S 1 DO NOT FORWARD ATLAS HURRICANE SHUTTERS LIMOR ELZAR PRES 251 NW 171 ST NORTH MIAMI BEACH FL 33169 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 600143 -2 37 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 600142-4 OWNER ATLAS DEVELOPM & CONSTRUCTION Sec. Type of Business 206 MFG /RECYCLING /PROCESSING T1115 IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 10/05/2011 02290005002 000049.50 SEE OTHER SIDE CO FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 EMPLOYEE /S 8 DO NOT FORWARD ATLAS HURRICANE SHUTTERS LIMOR ELZAR PRES 251 NW 171 ST NORTH MIAMI BEACH FL 33169 128 erm�t No: 12- 07 Job Name: April 24, 2012 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Identify the means of egress during a time of storm. If you shutter all the doors how do they get out. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 .*(9)(0 •C¢�S • (pz(Xo . I 1 RAMMS ENGINEERING, INC. ICd = .85 APR 2 4 252 . 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING 6YDE3 2O4Ok . Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -10 WIND CODE WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4 &5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30, 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 - 43.8 - 42.0 - 40.9 -40.2 -39.6 -39.1 20 - 46.4 -44.4 - 43.3 -42.5 -41.9 -41.4 25 - 48.4 - 46.4 - 45.2 - 44.4 -43.8 -43.2 30 -50.5 - 48.4 - 47.2 -46.3 - 45.6 -45.1 40 -53.6 -51.4 -50.1 - 49.1 - 48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone. CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30. -40 50 60 . -1.40 -1.29 -1.23 -1.19 • -1.15 -1.13 1.5 -54.1 -50.4 -48.3 . - 46.8 -45.6 . -44.7. 20 -57.2 -53.4 of -51.1 - - 49.5 -48.3 -47.3 ' 25 -59.8 -55.8 • -53.4 =51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 ' -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 t 60 -71.9 -67.0 -64.2 -62.2 -60.6 - 9 j Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaUet,. but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in t-et). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. #1 Front door Accordion shutters #2 Sack door Accordion shutters #3 Side Door Accordion Shutters SizaWxH 36x86 32 x 801 36 x 80 Atlas Development & Construction dba Atlas Hurricane Shutter 251 NW 171 Street Miami Fi 33169 Ph. 30154934366 Fax. 365-675-6206 MCMgVaTi APR 2 0 N e2 U Yom ®om® SUBJECT TO COMPLIANCE WITH ALL FEDERAL TAT AND COUNTY RULES AND REGULATIONS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Atlas Hurricane Shutters, Inc. 251 NW 171st Street Miami, Florida 33169 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www. mia midade.av /building SCOPE: This NOA i Jheing 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 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 AH3 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 HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 11 -019, titled "Bertha HV Accordion Shutter System ", sheets 1 through 28 % • -28, and sheet 28A of 28, prepared by Tilteco, Inc., dated March 01, 2011, signed and sealed by Walter A. Tilsit Jr., P.E., bearing the Miami -Dade County Product Control Revision 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 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 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 revises & renews NOA # 06- 0124.10 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by ITelmy A. Mahar, P.E., M.S. MI .y. !�,.'_ •UNTY APPROVED iE fr -7%201/ NOA No. 11-0316.08 Expiration Date: 03/22/2016 Approval Date: 11/17/2011 Page 1 Atlas Hurricane Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0111.06 A. DRAWINGS 1. Drawing No. 05 -381, titled "Bertha HV Accordion Shutter System", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated December 16, 2005, signed and sealed by Walter A. TillitJ., P. E. B. TESTS 1. See Association's generic approval under 05 -0227. C. CALCULATIONS 1. See Association's generic approval under 05 -0227. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0227. F. STATEMENTS 1. Release letter issued by American Shutter Systems Association, dated December 14, 2005, certifying this product to meet the criteria of product tested and approved, and allowing Perfect Storm Shutters, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0227, signed by Legny Santana. Acknowledgment letter by Perfect Storm Shutters, Inc., dated December 28, 2005, signed by Jose E. Romero. 3. Letter by Tilteco Inc., dated December 16, 2005, certifying that the drawing (No. 05 -381) prepared for Perfect Storm Shutters, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P. E., is engineering wise identical to ASSA's generic drawing (No. 05 -072). 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06- 0124.10 A. DRAWINGS 1. Drawing No. 11 -030, titled "Bertha HV Accordion Shutter System", sheets 1 through 28 of 28, and sheet 28A of 28, prepared by Tilteco, Inc., dated March 24, 2011, signed and sealed by Walter A. Tillit.Jr., P.E. B. TESTS 1. See Association's generic approval under 10 -1209. E -1 Ad. //114-4-%.—/ H A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-0316.08 Expiration Date: 03/22/2016 Approval Date: 11/17/2011 Atlas Hurricane Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. See Association's generic approval under 10 -1209. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10 -1209. F. STATEMENTS 1. Release letter issued by American Shutter Systems Association, dated March 23, 2011, certifying this product to meet the criteria of product tested and approved, and allowing Perfect Storm Shutters, Inc. to use the test results approved under Miami -Dade County Approval No.10 -1209, signed by Legny Santana. 2. Acknowledgment letter by Perfect Storm Shutters, Inc., dated March 23, 2011, signed by Jose E. Romero. 3. Letter by Tilteco Inc., dated 0312312011, certifying that the drawing (No. 11 -030) prepared for Perfect Storm Shutters, Inc, signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 10 -099). 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 11 -019, titled "Bertha JIU'Accordion Shutter System", sheets 1 through 28 of 28, and sheet 284 of 28, prepared by Tilteco, Inc., dated March 01, 2011, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS See Association's generic approval under 10 -1209. C. CALCULATIONS 1. See Association's generic approval under 10 -1209. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10 -1209. E -2 Imy A. Makar, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-0316.0S Expiration Date: 03/22/2016 Approval Date: 11/17/2011 Atlas Hurricane Shutters. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by American Shutter Systems Association, dated March 01, 2011, certifying this product to meet the criteria of product tested and approved, and allowing Atlas hurricane Shutters, Inc. to use the test results approved under Miami -Dade County Approval No.10- 1209, signed by Legny Santana. Z Acknowledgment letter by Atlas Hurricane Shutters, Inc., dated March 01, 2011, signed by Limor Elazar. 3. Letter by Tilteco Inc., dated March 07, 2011, certifying that the drawing (No. 11- 019) prepared for atlas Hurricane Shutters, Inc, signed and sealed by Mr, Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 10 -099). E -3 my A. Maker, P.E., M.S. PERA, Product Control Unit Supervisor NOA No. 11-0316.08 Expiration Date: 03/22/2016 Approval Date: 11/17/2011 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS 1toiaU, WERE NOT OVERSTRESSED, A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS N.Q1 USED N THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF "THE ABOVE MENTIONED CODE AS PER ATI. REPORTS: -HV BLADE 0 /0214.01 -03, X0715.01 -03, #1004.01 -05, #1214.01-05, 40317.02 -06 AND 40809.01 -10 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. -HV WINDOW BLADE 040500.m-08 AS PER TAS 201, 202 & 203 PROTOCOLS AND 0725.01 -08 AS PER TAS 202 PROTOCOL -HV BLADE ®40422.01 -05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HY BLADE O AND HV BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSMON FROM ENO ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST 86 CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7 -05 STANDARD. AU. MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 & 2. ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -05 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADE ® AND HV WINDOW BLADE (r.. ARE ALSO ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMITATIONS.AND CONDITONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.Y. ACCORDION PINS (HY SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 4 14X2.75 AND 4 1431.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WTTH 135.0 kat YIELD STRENGTH AND 180 kat TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HY DACROSEIIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARLING ON 1HFJR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083 -T8 FUMY IS 31.7 kal AND 35.7 kol FOR 6005 -T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A1SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 601 MIN. YIELD STRENGTH AND 90 ket MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL, OR A151 304 OR 318 SERIES STAINLESS STEEL WITH 35 kat MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: NV BLADE (1) : 13, 14, 15. 16, 17 AND 28A. HY BLADE ® : 26. HV BLADE cri & ® -WORKING 1N UNISON: 13, 14 & 15.. 8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 46779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR -N PART BY U.S. - PATENT #5'458,179 `ISSUED TO EASTERN METAL. SUPPLY, INC. 9. R SHALL 86 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENINO IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAN INTRUSION. 10. EACH UNR MUST BEAR PERMANENT LABEL N A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD,CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11. A PERMANENT SHUTTER MANUFACTURER'S LABEL.. SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL APPROXIMATELY 4" BELOW THE TOP OF SUCH RAIL LABEL SHALL READ AS FOLLOWS: ATLAS HURRICANE SHUTTERS MIAMI, FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED. 12. BERTHA H.Y. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY 81TH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 APPLIED T0. 13, (a) THIS P.A.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS. DEVIATE FROM THE P.A.D. (b) CONTRACTOR 1.0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF 41.758ED BY ANY MEANS. (d) 66 RESPONSIBLE FOR FOR 1E SHALL BE PREPARED BY A FLORIDA PROPER USE OF THE PAD. ENGINEER REGISTERED RECORTS, ACTING AARCHITECT A DELEGATED ENGINEER TO THE P.A.D. ENGINEER 610 SHALL S SUBMIT FOR THE PROJECT AND THIS LATTER THE SIiEWSPECI�FlC DRAWINGS FOR REVIEW. (a) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL.. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. PRODUCT REVISED >m erompiying with ttm Florida uing • ABcAcceptance Vo c I- a 1 6, 0 8 c5., Date 014 MIAMI -DADE COUNIY TABLE OF CONTENTS AREA 1: HY BLADES (i s fnA & GENERAL NOTES SYSTEM COMPONENTS 1 -20 SYSTEM COMPONENTS 21 -37• TYPICAL SHUTTER ASSEMBLY 38 -43 SHEET 1 SHEET 2 SHEET 3 SHEET 4 .1 . 6 0 :.■■ _D. e1_� (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS A -E, CONCRETE/BLOCK INSTALLATION DETAILS F -L, CONCRETE/BLOCK CENTERMATE DETAILS IN CENTERMATE ALTERNATING DETAILS HV CENTERMATE DETAILS HD ENO CONNECTION DETAILS 1 -8, CONCRETE /BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE - CONCRETE & BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE- CONCRETE & BLOCK ANCHOR SCHEDULE - WOOD ANCHOR SCHEDULE - _WOOD INSTALLATION DETAILS M- R, WOOD INSTALLATION DETAILS S-X, WOOD END' CONNECTION DETAILS 7 -12 & X, WOOD AREA 3• HY BLADE ® ONLY , TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS INSTALLATION DETAILS' AA-GG, CONCRETE CENTERMATE DETAILS HD • END. CONNECTION DETAILS 1 -6 & X, CONCRETE/BLOCK MAXIMUM SPAN TABLES ANCHOR SCHEDULE, CONCRETE SHEET 5 SHEET 8 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 18 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 AREA 4: HV WINDOW BLADE 0 ONLY TYPICAL WINDOW BLADE & WINDOW DETAIL TYPICAL SHUTTER ELEVATION AREA 5: HV WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 28A SHEET 27 SHEET 28 FLORIDA BUILDING CODE (High Velocity Hurricane Zon1 /1itEi'EJNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, 51e. 305, VIROTNW GARDENS, 8.06616 3315S Phone : (305)871 -1830 . Fax : (306)871-1631 e-rrotk tlteoo®aoLcom EB- 0008719 WALTER A MLR Jr. P.E. FLORIDA Ua. 4 44167 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4368 . Fax (305)875 -6206 CB) 2011 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion. Shutter System REV,No DESCRIPTION 1 OLD 08 -003 x DATE 03/01/11 4 5 DRAWN BY: M.C.V. DATE 03/01/11 DRAWING No 1 1 -01 9 SHEET 1 OF 28 0 HV SOLID BLADE CO UNDER US PATENT # 5458179 HV WINDOW BLADE* *SEE LIMITATIONS OF USE OF BLADE ® ON SHEET 6063 -16 ALLOY AND TEMPER HV BLAI COVERED UNDER US PATENT 5458179 28 6005 -T5 ALLOY AND TEMPER 3.22 .500' HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 0 & 0 6005 -15 ALLOY AND TEMPER 085° (TYP.) 4.887° 072° ®HV ADJ. FLOOR TRACK QUALIFIED FOR MSE W, HV BLADE Q ,t6 & 6063 -16 ALLOY AND TEMPER HV ADJ. ADAPT R W /UP QUAUFIED FOR USE W/ NV BLADE 1 & (� 6063 -T6 ALLOY AND TEMPER >reAW '70° HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 0 & 02 6063 -T6 ALLOY AND TEMPER HV -CEILING HEADER QUAUFIED FOR USE W/ HV BLADE 01 & SEE SECTIONS FOR VALIDITY 6063 -T6 ALLOY AND TEMPER X ' Y t 1° 1° 0.082° 1° 2° 0.062° 2° 0.062° 3° 0.062 -4° 0.062° 6° 0 082 C4, HV HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 0 & SEE SECTIONS FOR AUDITY 6063 -T6 ALLOY AND TEMPER 13 HD CEILING HEADER /SILL- QUALIFIED FOR USE W/ HV BLADE 01 & SEE SECTIONS 'FOR AUDITY 6063 -T6 ALLOY AND TEMPER 16 SIDE ANGLES ALIFIED FOR USE W/ HV BLADE 10 ,(0 & Gip 6063 -16 ALLOY AND TEMPER © B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE W ONLY. 6063 -16 ALLOY AND TEMPER PRODUCT REVISED as complying with tha Florida Building Code Acceptance No J 0 Expiration w at otoollIESSMook B.O. WALL. ANGLE QUALIFIED FOR USE W/ HV BLADE 20 8063 -16 ALLOY AND TEMPER MIAMI -DADE COUNTY 'y. S'' ' ORIpP .� d bAnuN4 (o n�` F � /ltN / _ hLIECOJNC.\ ® HV DIRECT MOUNT QUAUFIED FOR USE W/ HV BLADE 10 ,® & 6063 46 ALLOY AND TEMPER 984" 2.870 12 920 0 HV TRENCH TRACK QUAUFIED FOR USE W/ HV • BLADE 02 ONLY. 6063 -T8 ALLOY AND TEMPER 14 HD WALL HEADER /SILL, QUALIFIED FOR USE W/ HV U TV. ° SEE SECTIONS FOR VALIDITY 8063 -16 ALLOY AND TEMPER TILUT TESTING & ENGINEERING COMPANY 8358 R.W. 38th. St., Ste. 305,.vIRBWW OARDENS, FLORIDA 33198 Phone : (306)871 -1830 . F66 : (306)871 -1531 8-8105: Steco'aol.com E6- 0008716 WALTER A 11LLIT Jr. P.E. FLORIDA Ua # 44167 7000° 4 7" B.O. WALL ANGLE QUAUFIED FOR. USE W/ HV BLADE (1}ONLY. 8063 -16 ALLOY AND TEMPER ® HV 90'/180* STARTER QUALIFIED FQR USE W HV BLADE (1 },® & 6063 -T6 ALLOY AND TE PER .37 .12 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063 -16 ALLOY AND TEMPER 2.038" SHD CEILING HEADERS LL QUAUFIED F MSE W, FIV BLADE W & 6063 -T6 ALLOY AND TEMPER X Y 2" 2° 0.125° 3" 3° 0.090" © CORNER POSTS QUALIFIED FOR USE W HV BLADE 0 .® & 6083 -T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zorn ATLAS HURRICANE SOUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4386 . Fax: (305)875 -8208 • 00 2011 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter SIstem REV.No 2 3 4 8 DESCRIPTION OLD 08 -003 DATE DRAWN OY: 03/01/11 DATE: 03/01/11 DRAWING No 1 1 -01 9 2 SHEET OF 28 FIk7 -4102 6366 (2 TYP.) DIE CAST 6000019 ENAMEL 1/'4' -20 BAKED PAINTED TMiFAOED HOUSING ENAMEL Sa _. BAKED PANTED GRESS TURN IOt05. 10 NY CENTERMATE QUALIFIED FOR USE W/ HV BLADED& ® ONLY 6063 —T6 ALLOY AND TEMPER QUA 2.780 4 , 2.750° `LAN rRoNT ELEVATION ® HY MALE "T" LOCK CENTERMATE 2U7 LOCKER FOR "T" LOCK. CENTERMATE QUALIFIED FOR USE W/ HV BLADE ()ONLY HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HY BLADE ®ONLY 6063 -T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1'ONLY 6063 -06 ALLOY AND TEMPER 8063 —T6 ALLOY AND TEMPEt1YY HV FLOATING CENTERMA s, ED FOR USE W/ HV BLADE 1 & A ONLY 6063 —T6 ALLOY AND TEMPER HY CORNER CENTERMATE FLED FOR USE W/ HV BLADE 1 ONLY 6063 —T6 ALLOY AND TEMPER 4.045° 31 HD CENTERMATE W/ NO 1,9CK1bIG ROQ # HD CENTERMATE W/ LOC INC ROD QUALIFIED FOR USE W/ HV BLADE 1 & 2 QUALIFIED FOR USE W/ HV BLADE 1 &(2) 6063 -T8 ALLOY AND TEMPER 0 LOCKING ROD QUAUFLED F RSE Wf HV BLADE 1 & (AZi) • 6063 -T6 ALLO - 0 "TE ER 6063 -06 ALLOY AND TEMPER 1.130' 5 °0 41J-IV 3/8 "0 -1 ACETAL THUMBSCREWS' QUALIFIED -FOR USE W/ HV BLADE 10& ,er111U$IM .A,' IPRODUCIREVISED as complying tvltltthe Florida Building Code Aooeptance N on j HD CENTERMATE'S INSERT QUALIFIED FOR USE JW /.D TTEBLADE°, e & 2O 6063 -06 ALLOY AAlNv ±1/2° 1 /4°0 J-IV 1/4" 0 -20 AISI 304 QUALIFIED FOR USE W/ HV BLADE In & BRASS CYLINDER & KEYS (CHROME PLATED) ® HY LOCK QUALIFIED OR USE W/ HV BLADE. & e ONLY. PLASTIC HEAD MOLDED TO SCREW HV "T" LOCK QUALIFIED FOR USE W /HV BLADE 0 ONLY. BRASS CYLINDER (CHROME PLATED) ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 0 & e ONLY. 0.0 60° AFTER RIVETING 1 /4 "! -20 x 3/4" 6EFOH RIVETING S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SERIFS 9444 ALUMINUM (2024 -03 ALLOT) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820. AS MANUPACIURED BY NOEL CHERRY lex!CRN. PARSIPPENY, NEW JERSEY 07084 OR EQUAL. HV ALTERNATIVE LOCK QUALIFIED FOg USE W/ I-N BLADE 1 ONLY. HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O & ® THUMBIURN CYLINDER OR KEY -CYLINDER 0.876° Min. 1 .128° Max. 1.87 Min. 1.76 Max. TH� BTURN CYTJNOER OR KEY CYLINDER FLORIDA BUILDING CODE (High Velocity Hurricane Zone T.14//4%:. A T.14//4%:. �P \GENF •P No. 441 • Laareol' L4( MIAMI -DADE COUNTY ORID.•. PETE TILUT TES ; LNG & ENGINEERING COMPANY 8355 N.W. 38th. SL, Ste. 308, 5180305 WOWS, FLORNA 33186 Phan : (306)971 -1630. Fax t (305)871 -1531 e —mail• tl1teoo®aoi com E8- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA 1.10. # 44167 ATLAS HURRICANE SHUTTER (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4366. Fox: (305)875 -6206 ® 2011 EASTERN METAL SUPPLY, INC. BERTHA HY' Accordion Shutter System REV.14, DESCRIPTION DATE DRAWN 6Y: MAY. 1 OLD 06-003 031 /11 DATE: 03 /01/11 2 DRAWING No 11 -at9 8 SHEET 3 OF 28 i o -(I U QO 5- � 0. .804° bi HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O & ® THUMBIURN CYLINDER OR KEY -CYLINDER 0.876° Min. 1 .128° Max. 1.87 Min. 1.76 Max. TH� BTURN CYTJNOER OR KEY CYLINDER FLORIDA BUILDING CODE (High Velocity Hurricane Zone T.14//4%:. A T.14//4%:. �P \GENF •P No. 441 • Laareol' L4( MIAMI -DADE COUNTY ORID.•. PETE TILUT TES ; LNG & ENGINEERING COMPANY 8355 N.W. 38th. SL, Ste. 308, 5180305 WOWS, FLORNA 33186 Phan : (306)971 -1630. Fax t (305)871 -1531 e —mail• tl1teoo®aoi com E8- 0006719 WALTER A. TIWT Jr. P.E. FLORIDA 1.10. # 44167 ATLAS HURRICANE SHUTTER (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4366. Fox: (305)875 -6206 ® 2011 EASTERN METAL SUPPLY, INC. BERTHA HY' Accordion Shutter System REV.14, DESCRIPTION DATE DRAWN 6Y: MAY. 1 OLD 06-003 031 /11 DATE: 03 /01/11 2 DRAWING No 11 -at9 8 SHEET 3 OF 28 SHUTTER ASSEMBLY SCHEDULE FOR HV CD, HV AND HV (2) BLADES. Q HV BLADE 1 t® HV BLADE 1A 0 HV BLADE 2 38 _ HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 "x3/16" THICK NYLON WHEEL. 0.188 "0 AISI 302 SERIES S.S. RIVETS HV 1 3/4" ACCORDION PIN W/ #8 HEAD * 43 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4) POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) * 1 PI (R OUI AT EXTERIOR BLADE KNUCKLE FOR, tLV L1v ( H41 2 B n (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR SO110M KNUCKLES OF HV ACCORDION SYSTEM W/ 1-1V C) OR HV O BLADE. (2) HV PIN ® MAY 8E USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES .OF HV - ACCORDION SYSTEM W/ HV02 BLADE WHEN CORRESPONDING 70 INSTALLATIONS "CC" AND "00 ", SHEET 22. (3) NV PIN ® OR n W/ 1/2" 0.0. 1/18" THICK S.S. WASHER SHALL BE USED FOR DIRECT .MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. PRODUCT REVISED as complying with dm Florida Building Coda Acceptance No O Exp Lion Date •YL!► 8,.:.; ilar Control MIAMI -DADE COUNN EXTERIOR (SEE NOTE FOR REQUIREMENTS) TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 00.324" WHEEL CARRIAGE DETAIL • N.T.S. � \t1N�m�i'h�/III /I s0�ea� *`tPLiEI\ A T / /,��i I • GFN�F /1iz1izINk TIWT TESTING & ENGINEERING COMPANY ens N.W. 3813. St" Ste. 306, VIROINIA OMROENS, PLONIOA 33166 Phone : (306)871 -1630 . Fax : (306)871 -1631 e -matt: tlteao *aol.eom E8- 0008719 WALTER 0. TILLR Jr. P.E. FLORIDA Flo. # 44187 ASSEMBLY LAYOUT - N.T,S. FLORIDA. BUILDING CODE (High Velocity Hurricane Ion( 2011 EASTERN METAL SUPPLY, INC. EXTERIOR HV PIN 0 O 11 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) ATLAS HURRICANE SHUTTERS (ASSA # 323) 25.1. N.W. 171 STREET MIAMI, FL 33189 Phone: (305)493 -4388. Fax, (305)875 -8208 BERTHA HV'' Accodion Shutter System REV.No 1 2 DESORIPTION 01.D 06 -003 4 007E DRAWN BY: MON. 03/01/11 DATE: 03/01/11 DRAWING No 11 -019 6 SHEET 4 OF 28 SEE END --^� CONNECTION DETAILS ON SHEET 11 1TP. FULL HEIGHT. UMIMSBD Nuam OxxQpR ® +Oa ®o4 + ®on 90+15-©+®.1©+®- ® +o +©ax ® +® + ®ax Q + ®ato +®aR® +o. TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES; MANDATORY CONDITION &1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR 8 OW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105 ", AND FOR INST PIONS T ANY ELEVATION. HV LOCK or J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO q3 OR CENTERMATES W /(2) 1/4 "0-20 x 1/2° LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. FLOOR/CEILING DATOALLATIO S. TWO HV LOCKS (24� OR 5T OR ONE HV LOCK O 1(2�V OR W TWO LOCKING RODS Q AT TOP & BOTTOM SHAD. BE OSED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® OR 0 SHALL BE ATTACHED TO ) OR �? CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION t1. 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. OPTIONAL LOCKS , (2J OR Y IF FOR BEA INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TOUCENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDf11ON #2 (VALID ONLY WHEN MAN ATORY CONDMON #1 OR LIMITED MANDATORY CONDITION j2 IS USED W/TWO H.V. LOCKS); LOCKING RODS ARE NOT REQUIRED ATJIURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDALQBY.00ND OMU4_ ONE HV LOCK ® SJIALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOC Z or ea; SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. ALTERNATE TO MANDATORY •NOmON #1 VALID ONLY FOR HV LOCK. ' W SYMMETRICAL CENTERMATES ®' • + ONE ALTERNATE HV -LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INST•1 °TIONS AT ANY ELEVATION. AL •+•TE LOCK 03 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "4- 20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4 "4- 20x3 /4" ALUM. RD/NUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATOR CONDmON #1 VALID ONLY FOR HV 'T" LOCK a� . ®AND CENTERMATES ® AND FOR ANY SPAN AND INSTALLATIO AST NAANY ELEVATION. LOCK ALTERNATE LOCK ST,LEY IBE U ED AS AN OINSIDE OR OUl SIDE LOCK A ACHMENT OF LOCK G INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND W/ 1/4 "0-20 x 1 1/2° LONG S.S. THREADED BOLT W/ 7/8 °0 x 3/32° WINGNUT OR W/ 1/4 °0 -20x1" S.S.M.S. NTO A 1/4 °0x 5/8° RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12° MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *MOTES •N HD LOCKS & CENTERMATES: 1. •. u I : a , r ' 63 l G. : ONE ALTERNATE HD LOCK (f) MAY USED IN LIEU OF HV LOCKS ; OR FOR ANY SPAN AND STALLATIONS A ANY ELEVATION. ALTERNATE MAYBE ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO f:}) IS W/ 3 #8 x 3/8" F.H. S.S.M.S.• AND INCLUDES RENFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB— AND DC —HVC, SHEET 10. LOCK MAY E INSTALLED AT MIDSPAN OR 12° MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 I COMPLETELY OPTIONAL FLORtDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED us complying with the Florida Building Code O AccePlanco o O • , eg MIAMI— DADE.COUNTY /11tEEo1.\ TILLIT TESTING & ENGINEERING COMPANY 8388 N.W. 38t1, SL, Sta 308, VIRGINIA GARDENS, FLORIDA 33188 Phan (308)871.-1830 . Fax : (308)871 -1831 e —mefl: Mteoo®aol.com Ea- 0008719 WALTER A. Tnm Jr. P.E. FLORIDA Lte. # 44187 ATLAS HURRICANE S!IUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33189 Phone: (305)493 -4385 . Fax: (305)675 -6208 © 2011 EASTERN. METAL. SUPPLY, INC. BERTHA HV' Accordion Shutter system 1 2 DESCRIPTION OLD 08 -003 4 DATE DRAWL EY: ' M.C.V. 03/01/11 DATE 03/01/11 DRAWING No 1 1 -01 9 SHEET 5 OF 28 IIPI cffi 1 oEMg1 I lie I UMIMSBD Nuam OxxQpR ® +Oa ®o4 + ®on 90+15-©+®.1©+®- ® +o +©ax ® +® + ®ax Q + ®ato +®aR® +o. TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENTERMATES; MANDATORY CONDITION &1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12° ABOVE OR 8 OW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 105 ", AND FOR INST PIONS T ANY ELEVATION. HV LOCK or J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO q3 OR CENTERMATES W /(2) 1/4 "0-20 x 1/2° LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. FLOOR/CEILING DATOALLATIO S. TWO HV LOCKS (24� OR 5T OR ONE HV LOCK O 1(2�V OR W TWO LOCKING RODS Q AT TOP & BOTTOM SHAD. BE OSED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® OR 0 SHALL BE ATTACHED TO ) OR �? CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION t1. 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. OPTIONAL LOCKS , (2J OR Y IF FOR BEA INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TOUCENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAL CONDf11ON #2 (VALID ONLY WHEN MAN ATORY CONDMON #1 OR LIMITED MANDATORY CONDITION j2 IS USED W/TWO H.V. LOCKS); LOCKING RODS ARE NOT REQUIRED ATJIURRICANE POSITION, BUT MAY E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDALQBY.00ND OMU4_ ONE HV LOCK ® SJIALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOC Z or ea; SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6. ALTERNATE TO MANDATORY •NOmON #1 VALID ONLY FOR HV LOCK. ' W SYMMETRICAL CENTERMATES ®' • + ONE ALTERNATE HV -LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INST•1 °TIONS AT ANY ELEVATION. AL •+•TE LOCK 03 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "4- 20x3/4" S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4 "4- 20x3 /4" ALUM. RD/NUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO MANDATOR CONDmON #1 VALID ONLY FOR HV 'T" LOCK a� . ®AND CENTERMATES ® AND FOR ANY SPAN AND INSTALLATIO AST NAANY ELEVATION. LOCK ALTERNATE LOCK ST,LEY IBE U ED AS AN OINSIDE OR OUl SIDE LOCK A ACHMENT OF LOCK G INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND W/ 1/4 "0-20 x 1 1/2° LONG S.S. THREADED BOLT W/ 7/8 °0 x 3/32° WINGNUT OR W/ 1/4 °0 -20x1" S.S.M.S. NTO A 1/4 °0x 5/8° RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12° MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *MOTES •N HD LOCKS & CENTERMATES: 1. •. u I : a , r ' 63 l G. : ONE ALTERNATE HD LOCK (f) MAY USED IN LIEU OF HV LOCKS ; OR FOR ANY SPAN AND STALLATIONS A ANY ELEVATION. ALTERNATE MAYBE ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK TO f:}) IS W/ 3 #8 x 3/8" F.H. S.S.M.S.• AND INCLUDES RENFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB— AND DC —HVC, SHEET 10. LOCK MAY E INSTALLED AT MIDSPAN OR 12° MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 I COMPLETELY OPTIONAL FLORtDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED us complying with the Florida Building Code O AccePlanco o O • , eg MIAMI— DADE.COUNTY /11tEEo1.\ TILLIT TESTING & ENGINEERING COMPANY 8388 N.W. 38t1, SL, Sta 308, VIRGINIA GARDENS, FLORIDA 33188 Phan (308)871.-1830 . Fax : (308)871 -1831 e —mefl: Mteoo®aol.com Ea- 0008719 WALTER A. Tnm Jr. P.E. FLORIDA Lte. # 44187 ATLAS HURRICANE S!IUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33189 Phone: (305)493 -4385 . Fax: (305)675 -6208 © 2011 EASTERN. METAL. SUPPLY, INC. BERTHA HV' Accordion Shutter system 1 2 DESCRIPTION OLD 08 -003 4 DATE DRAWL EY: ' M.C.V. 03/01/11 DATE 03/01/11 DRAWING No 1 1 -01 9 SHEET 5 OF 28 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) E. D. 257' Max. POURED CONCRETE REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 13) 1 £O MACHINEOSC /E" S.S. "1,4 USING 1/4 " - -20 NUTS W 12" 0.C. 1 iii 1111 xn OPTIONAL .257" Max. I MM. SEPARATION TO GLASS (SEE 12 RER EXISTING ON SHEET' 28 GLASS —i 0E=0& R MIN. SEPARATION i TO GLASS "(SEE SCHEDULE 0 EXISTWO I SHEET 12) GIASSH EXISTING G MM. SEPARATION TO GL ON ASS 1 SCHEDULE 12 FOR BADE ON SHEET 28 FOR I .DES t®& e), HV WALL HEADER INSTALLATION ® }IV WALL HEADER INSTALLATION E 0.8 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CRETE ANCHORS (SEE SCHEDULE ON SHEET 13) ® HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTION.a: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED * 0. D. EDOE DISTANCE (SEE SPEOIFICATIONS ON SHEET 14) NCRETE ANCHORS (SEE SCHHEDULE ON 1/4 "0- 20x3 /4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1" 1/4 " -20 NUTS 0 12" O.C. In. 0 HV WALL SILL INSTALLATION • SEE LIMJ]ATIONS OF USE FOR BLADE l; J ON SHEET 28 POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1/4 "0- 20x3/4" S.S. CONCRETE ANCHORS MACHINE SCREM (SEE SCHEDULE ON W/ 1/4 " -20 SHEET 13) NUTS Bf 12" O.C. 1" Min. OPTIONAL MIN. SEPARATION TO GLASS NS� (SEE 4001' 12) ON SHEEP 12) ED a �� 57° 1 rl III v Max. 0.1-IV WALL HEADER INSTALLATION I MIN. SEPARATION TO GLASS EXISTING GLASS (SEE SCHEDULE ON SHEET 12) OPTIONAL POURED CONCRETE OR CONCRETE BLOCK REQURED 0 HV WALL SILL INSTALLATION INSTALLATION DETAILS vtf/ CD HV BLADE & ((1) HV + 1A HV BLADES) AS APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) 1° Min. 1/4 "0- 20x3/4" S.S. PAII.UPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12° 0.C. O 1/4" Max. 1. FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED as emptying with the Florida Banding Code Acceptance No W28 08 ExpirationDateA R ,2n(L „4 It 110N/p, Ok A. TB pik L1GEll%S 7 MIAMI -DADE COUNTY . PJ'A.i1T , a Nf 4 IL E C O INC. TiWi TESTING & ENGINEERING COMPANY 0356 N.W. 3811,. St, Ste. 303, VIRGINIA GARDENS, FLORIDA 33186 Phone : (305)871 -1830. Fax : (305)871. -1531 e -matt: tllteco0aoLCOo EB- 2008718 WALTER A TILLIT Jr. P.E. FLORIDA Uo. # 44167 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 3.3169 Phone: (305)493 -4366 . Fax (305)675 -6206 0 2011 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV.No 1 2 DESCRIPTION 01_0 08 -003 4 DATE DRAWN BY: M.CV. 03/01/11 DATE: 03/01/11 DRAWING No 1 1 —01 9 SHEET 6 OF 28 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF IF APPLICABLE EXISTING I GLASS ---: I Ten SFTARaT10H 110820 08 0W08(SEE SOt 12 MR1 201 1 ON SHEET 28 lumps, et ® HV CEILING INSTALLATION i xP'to ems Om EXISTING soma r 12) GLASS i f3 M #14x3/4` HEX HEAD TEK SCREWS ® 9° O.C. OR 1/4 °4-20 S.S. M.S. W/ NUT 09°0.0. Q 1 A ', 7/8 KA► CONCRETE. ANCHORS (SEE SCHEDULE ON SHEET 15) OPTIONAL POURED CONCRETE REQUIRED Q HV RAINGUARD INSTALLATION t NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, EXISTING GLASS 0. 4 EDGE OF SLAB IF APPLICABLE POURED OR @' CONCRETE. REQUIRED k 311E TOFF APPLICABLE KN. SEPARMICet 100 CLASS ECM= ON 12 FOR BLADE Q'.. Cal SHOD' 2a ALTERNATE ANCHOR LOCATION OR tit '10x3/4" HEX WASHER HEAD 7EK SCREWS 1S 12° C.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) r P A 4 E. E. D. a HV FLOOR INSTALLATION t * E. D. m EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 18) REQUIRED UK }IV WALL FLOOR INSTALLATION EDGE OF SLAB 1 APPLICABLE 10x3/4° HEX WASHER HEAD TEK SCREWS t4 12° 0.0. #14x3/4" S.D.S. 1/ 9" 0. C. IXl4TEL THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT t OR ENTRANCE • SEE ROWS OF USE FOR BLADE Jj) ON SHEET 28 EXISTING GLASS --•I MIN. SEPARATION TO GLASS 1---(SEE SCHEDULE 0 SHEET 12) l7gS ASSNS-1 TO 810 12) /•ajj1J.i wrza ar w CONCRETE REQUIRED E. D. FLAT HEAD CONCRETE ANCHORS SEE SCHEDULE ON SHEET 15) 0 EDGE OF SLAB IF APPLICABLE Q HV WALK —OVER INSTALLATION. CONCRETE ANCHORS (SEE • SCHEDULE ON SHEET 15) #1493/4" F,H. S.D.S. ® 0' 0.C. NOTE 13(b) ON SHEET 1 POURED CONCRETE OR RREODUIRE RETE BLOCK BETE a HV WALL WALK -OVER INSTALLATION INSTALLATION DETAILS W./ CD HV BLADE & () HV HV BLADES> AS APPLICABLE PRODUCT REVISED • ea complying with the E7arkle Building Code Acceptance No I og 00 Date rJ�p� MIAMI —DADE COUNTY A. T /4.. v,\cF niSF :T�! Ale1OF . .s �dR14� �'��: toffilmototto IL E C q INC. TIWT TESTING & ENGINEERING COMPANY 8388 N.W. 381h. SL, Se. 308,.VROIMA GARDEN% FLORIDA 33188 Phone : (306)871 -1830 . Fax : (308)871 -1831 e—mo0: tWeeo ®col.com E9- 0006719 WALTER A. TILUT Jr. P.E. FLORIDA Us. # 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 35189 Phone: (305)493 -4358 • Fox: (305)675 -6208 @ 2011 EASTERN METAL SUPPLY, INC. BERTHA HVTh Apcordoon Shutter System REV.No 1 2 DESCRIPTION DATE DRAWN 8Y: M.C.Y. OLD 08.003 03/01/11 DATE: 03/01/11 4 DRAWING No 11 -019 SHEET 7 OF 28 SE END WALL CONNECTIO DETAILS ON SHEETS U & 20 DGSTING GLASS INSTALLATIONS W/ 0 HV B k D W HV CENTERMATES OUT 2 °x2 °x1 /9°x0' -2 ALLOY) (6053-T6 �1� Ate ANCHORS TO CONCRETE (TOP /BOTTOM) & (4)#10x1/2" S.MS. TO TUBE AT EACH ANGLE OP) STING GASS MIN. S ARA TO GLASS (SEE SCHEDULE 0 SHEET 12) IN wages © +1 4/ I9A®OR10 +Oat .0"@÷ 03/ aRQ +g ® +o +® ° ® +a +C C+ (>R0+ F¢OR 0 +®OR®+{I 77" ® +\:lose + ®eR1g +0 1/2° #10x3/4° S.M.S. © 12° 04. FULL LENGHT. P * SEE NOTES ON LOCKING RODS et , Hv LOCKS ® ore AND ALTERNATE HV LOCK ® ON SHEET 5. * * BLADE SLACK DETAIL NW IS VAUD FOR ALL CENTERMATES APPLICATION WITH 81.ADE© 3 1/4° 7° EXISTING -GLASS s 1/2° 7" SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20— SYMMETRYCAL CENTERM TES W/ HV LOCK or �1k C1 -5 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1 /g GR0 +0�oa® 1�.�D, +0oR COs{' /} +fl- 030411 J1 os 0+0 +43,R ® +0 +t1$ L 1:2)0X' ©+(:)0R ®+ (7) pt 1 "CD +03" + 15 Jk_GE NG IN OR HVA SYMMETRICAL HVB CENTERMATES W/ HV LOCK OPTIONAL (INTERIOR) IN OUT HVC .EXISTING GLASS 1 it + © T OR ox r1.. 7i+ +(4 OR r + +(3-0.-o+ © + 63at MIN. SEPARATION 04.42}3o3+ ( co ®+ (j OR TO GLASS �°J ti:/ �¢::// (SEE SCHEDULE ON SHEET 12) OPTIONAL (INTERIOR) OUT HVD OUT (EXTERIOR) + jgoR 19 +00819 +C) POURED CONCRETE OR CONCRETE BLOCK WAU. REQU !I: j /AWL .411A r71,PPrAkk OUT HVF ** FLORIDA BUILDING CODE (High Vetocity Hurricane Zont PRODUCT REVISED U®F1orIda auBding Code Areeptence No _0 6.ys MIAMI -DACE COUNTY ** /\ CFitrsF .. P. IL E C O ANC, TTWT TESTING & ENGINEERING COMPANY 6355 R.W. 3010. St., Sm. 30s, mRODM GARDENS, FLORIDA 33150 Phone : (305)571 -153o . Fax : (300871 -1531 e -ma0t OHeeo©tol.00m 08- 3008719 WALTER A TIWT Jr. P.E. FLORIDA Uo. # 44197 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33159 Phone: (305)493 -4368 . Fax (305)675 -6206 ® 2911 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shr iter System TM REV.Nx 2 4 -5 DESORIPflON OLD 03-003 D,<.E DRAWN LEY: M.C.Y. 03 /01 /11 DATE 03/01/11 DRAWING No 11 -019 SHEET 8 OF 28 SEE END CONNECTION DETAILS ON SHEETS 11 & 20, OUT / f� 2 "x2 "x9/8 "x0' -2 ill ANGLE (2) 1//4 0 TAPOON ANCHORS TO CONCRETE (4) #10x1/2 °�.8� OOTTUBE AT EACH ANGLE (TYP) lV 1/ SEE NOTE 8 FOR HV LOCK ® , "T° LOCK, ON SHEET 5. t SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054-OR EQUAL IN ALTERNATE INSTALLATION W /HV "T" LOCK , HV MALE /FEMALE "T" LOCKS CENTERMATES 29 & LOCKERS © W/ HV BLADE * r1 — EXISTING GLASS I ox®oa® +GOO ®ax0 + ®ox 10 . (0-0+ (>0 +03oil ® +o +c - ® +® +//®jam o ®+ ®Ox Q+ (D-0+ ® +(>®.© -0 +1D * BLADE a) SLACK DETAIL NF, INDICATED. ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE © DETAIL HOD -HVD , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALIATION DETAIL HVG SHOWN IN THIS SHEET. SEE END CONNECTION DETAILS ON SHEETS 11 & 20 1/2" L 90x3.0° �S�OHT. H IN V • "T" '/ LOCK (INSIDE) 0 lrr.#, MI IKr_ a CM I I &.&w/ Ng Iiik/ \ warmlwrimirr ANN-11111=1' :RI►T► ( jam ;111,. 3®0 HV "T" LOCK (OUTSIDE) OUT HY "T" LOCK (INSIDE) 1/4" 0 -20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 26 1/4" 0 -20 x 1" S.S.M.S. W/1/4 "0 x 5/8" RIVNUT t. PRODUCT REVISED as complying with The Florida Building Code Acaeptanc:No .08 Blip! 'on Date • BYM.'L. i:•1I • Dada' "uct MIAMI-DADE COUNTY IL E C O INC. \ TILLIT TESTING & ENGINEERING COMPANY 8386 N.W. 38th. St„ S0 . 308, VIRGINIA GARDENS, FLORIDA 33186 Phone : (305)871 -1830 . Fax : (308)871 -1831 8–mc0: U tecoOcoLcom E1-- 0008719 WALTER A. TILLIT Jr. A.E. FLORIDA Uo. $ 44187 f?B t 7_ 1 . VIM -i MIN. SEP TION TO G (SEE SCH DULE 0 SH 12) NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) FLORIDA BUILDING CODE (High Velocity Hurricane Zone ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4388 . Fax: (305)675 -5208 2011 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System RLV.No DESCRIPTION DATE OLD 08 -003 03/01/11 4 DRAWN 87: LA.0.01. DATE 03/01/11 DRAWING No 11 -019 SHEET 9 OF 28 SEE END WALL CONNECTION DETAILS ON SHEETS 11 & 20, `r- EXISTUIO GLASS OUT 90' <\ 0 2°3(2°41/8N0.-2° ��\ (® ANGLE NLEN ALLOY) 2) 1 TO CONCRETE (TOP BOTTOM & (4) #14x1/2° S.U.S. TO TUBE AT EACH ANGLE. (TYP) IN 4®.® +®w® (D *O +0 +0- ©.0j +®- INSTALLATION n HV BLADE W/ HD CENTERMATES ® , L— EXISTING GLASS SEE END WALL CONNECTION. #10 x 3/4' S.MS. 8P 12 ac. MIN. SEPARATION TO GLASS (SEE SOHEDUtE ON SHEET 12 (4) H.V. PINS (TYP IN 8 1/2" (4) H.V. PINS (TYP. / ,HDA —DIVA 110118" viIN\INIrw11•0.11111•1 gr eel 1=, ��n1: R 32 31 ORO * SEE NOTES ON LOCKING RODS & HD ® LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLADE{) DETAIL HOD —HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE Q (GFrrroNAL) HDB—HVB SYMMETRICAL HD CENTERMATES W/ I LOCK (EXTERIOR) OUT (OP'UONAL) HDC -.HVC. .SYMMETRICAL HD CENTERMATES W/ O LOCK (INTFRIOR1 �ox oR 6 +U7 av 8� 10 +0- 10 .� © + ® + ©80 ® +® +©88 0 +0- 0 +0 -0 +0� HDD —HVD ** 111111. .�'/ / �criys� ... _ / NIL ; IO Ne° TILLIT TESTING 8c ENGINEERING COMPANY N.W. 38th. SL, Ste. 308, VIRGINIA GARDENS, FLORIDA 33188 Phone : (305)871 -1830 . Fox : (308)871 -1531 e --m81: ttltecoOacl.00m 88- 0008718 WALTER A. TRIM Jr. P.E. FLORIDA Do. # 44167 z -VI ••-■ aRIDQ �etni •cN? DA 1111nnN1u FLORIDA BUILDING CODE (High Velocity Hurricane Zone ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33188 Phone: (305)493 -4388. Fax: (305)675 -8208 SI 2011 EASTERN METAL SUPPLY, INC. BERTHA-Mr Accordion Shutter System DRAWN FM M.0 DATE: 03/01/11 DRAWING No 11 -019 10�OF 28 • (LOCATE AT EMI SIDE OF 6 ) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS _S MIN. SFPAAA110N TO GLASS (SEE 12 FOR BLADE ON SHEET 28 FOR BLADES Q& 1/2" MIN. #1Ox1/2" S.M.S ® 18" 0.C. 0 0 a,0 10.0. 0- 0' (0.®'0- © ®a0'0m040 END CONNECT ON DETAIL 1( 1/18 "x3 (8083 -T8) CONT. ALUM. CLOSER PLATE. (LOCATE AT ETHER SIDE OF (D) #10x1/2" S.M.S. W 18" O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED , - - �-- •EXISTING GLASS 0GIASS(S ON SHEET 28 FOR SEP / 12 SCHEDULE ON m BLADES Q & Q�1 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS j- EXISTING T GLASS i 6&N. SEPARATION TO GLASS (SEE SCHEDULE ON 12 FOR BLADE ®AND ON SHEET 28 FOR BLADES Q Et POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END a, ©'0.0.©•0'0- O'0-0'4""®. CONN Eta?. DE All 20 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED OONt:KtIt OR CONCRETE BLOCK WALL REQUIRED r-EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE 08 SHEET 2 FOR BLADE (DAN) ON SHEET 28 FOR LADES Q & el SEE DETAIL X FO SIDE CONNECTION TO TRACKS .UUSE 1' OR 2" MAX. (AS APPUCABLE)x2 "x1 /8 "xO' -2' ALUMINUM CUP ANGLE (8063 -T8 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4 "4 TAPCONS ANCHORS TO WALL AT -1" 0.C. (LOCATE AT EITHER SIDE OF (9 ) L- Oe.0.0 -0 -er .0. 0.0 -0. ®^"®. ®m END ONNECTION DETAIL Q3 1/2 20.0.©'00' 0. _END CONNECTION DETAIL a ®®. -0.® 9.11D ce PRODUCT REVISED as complying with the Plotkin $m,d,eg Cads Acceptance No Expiration Date END CONNECTION DE ?AIL 60 a. 4, yy< • ••L \CENng �� 'y MIAMI -DADE COUNTY am ▪ �; QR14P.. '�< P. ff�a 0 SEE DETAIL X FO SIDE CONNECTION TO TRACKS 2" MIN .kurpialk"11111 OURED CONCRETE OR CONCRETE BLOCK WALL REQUIRES EXISTING GLASS MIN. SEPARATION TO G,PSS (SEE SCHEDULE ON SHEET 2 FOR MADE RANI ON FOR BIADES m & i/ OR • SEE UUTIONS OF USE FOR BLADE (�ON SHEET 28 tw s a.® ®• (I)""0'0.0'0 4®18 ®. Q7a��8 10 a + ® .0 +O.0.O.3)ae ® +040 +000 +ma ©+0°0•®..0' - END CONNECTION DETAIL ( ILA 14 REQUIRED ONLY FOR SPANS GREATER THAN 12' -O" aR0 OR © MOOR() OR@ .i _, . i.e. -, 1 0, [ OR QOR 0 OR 00R)OROORJ VIEW IErt' tA� Y PLAN DETAIL X END INSTALLATION HV BLADE OR (tit HV WINDOW BLADE I-NTO CONCRETE OR ONCRETE BLOCK WALL. FLORIDA BUILDING CODE (Hlgh Velocity Hurricane Zone OR 0 1ILIECO INC. TILLIT TESTING & ENGINEERING COMPANY 8385 NNi. 3Sth. St, Ste. 305. V0¢OIN2 GARDENS, FLORIDA 33105 Phone t (308)871 -1830 . Fax t (308)871 -1831 e-mdSI tlteao @aol.00m EB- 0008719 WALTER A. TILLR Jr. P.E. FLORIDA Lo. / 44197 ATLAS HURRICANE SHUTTERS (ASSA 5 323) 251 N.W. 171 STREET MIAMI, FL 33189 Phone: (305)493 -4366 . Fax: (305)675 -6206 ® 2011 EASTERN METAL SUPPLY, INC. BERT -HA Mr Accordion S}gutter System REV.No DESCRIPTION OLD 08 -003 DATE DRAWN 139% M.C.V. 53/01/11 DATE: 03 /01/11 2 3 4 5 6 DRAWING No 11 -019 SHEET 11 OF 28 SCHEDULE MAXIMUM SHUIItR SPAN C'L +" OR "L -° (ft.) FOR INSTALLATIONS W/ 1 i.,, mi: • ALI1?I: ,.: I ®& CO or i or e, W/ ONE HV LOCK Z) or r ® or HD LOCK �3' W/ NO LOCKI ROD OR CENTERMATES ±./., & ® W/ 'ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP & BOTTOM •(SEE NOTE t) MAXIMUM OESION LOAD ( (psi) ) + OR CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR /CEILING MOUNTING L+ (I) 1- (ft) L+ (10 L - (ft) 30 13' -2° 18-0" 13-2" 16'-0" 35 12' -8° 14' -10" 12' -8" 14' -10" 40 12' -3" 13' -10" 12' -3° 13' -10" 45 11' -11" 13' -1" 11' -11° 13' -l" 60 11' -7° 12' -5" 11' -7" 12' -5" 55 1i' -4" 11' -10° 11'-4' . 11=10" ° 11 -1" 1V-4" 11'- 9' -4" 85 10' -10" 10' -10" 10' -7" 10' -10° 70 16 -6" 10' -6" 10' -2" 10' -6" 75 10' -1" 10' -1" 9-' -10" l0' -l" 80 9' -10" 9' -9° 9' -7" 9' -10" 85 9' -6" 9' -6" 9' -3" 9' -6" 90 9' -3" 9' -3" 9' -0" 9' -3" 95 -9' -0° _ 8' -9° 8' -9" s'-o- 1 oo 8' -9° 8' -4" -8' -8" 8'--8" 105 8' -7" 7' -11 ° 8'-4" 8'-4" 110 8' -4° 7' -7" 8' -2" 7' -11" 115 e' -2" 7' -3" 8' -0" 7 " -7" 120 8'-O" 6 " -11" 7-10° 7' -4" 125. 7-10" 6'_8" 7' -8" 7' -0". 130 7-8" 6' -5° 7-6" 6'--9" 135 7' -7" 6 -2" 7--4" 8' -6" 140 7' -5" 5' -11" 7 -3" 8' -3° 145 . 7-3" 5' -9" 7' -1 "' 6' -0" 150 7 -2" 5' -7" 7' -0" 5' -10" 155 7 -0" 5' -5" 6' -10" 5'-8" 180 8' -11° 5' -2° 8' -9" 5' -6" ' 165 6' -10" 5' -1" 6'-B" 5' -4" 170 6•-9" 4' -11" 8' -7" 6' -2" 175 8' -7" 4' -9" 6' -5" 5' -0" 180 6' -8" 4' -8" 6'-4" 4 " -10° 185 8' -5" 4' -6" 6' -3° 4' -9" 190 6' -4" .4' -5" 6' -2" 4' -7° 195 8' -3" 4' -3" 6' -1" 4' -6" 200 6' -2° 4' -2" 8' -0: 4' -5° 205 8'-0" • 4''-1" 6'-0" 4' -3" SCHEDULE #2 MAXIMUM SHUTTER "L +" OR "L--" (ft.) INSTALLATIONS W/ CENTERMAES. �1 SPAN* FOR •' "• . . & G_. OR !k OCKING NOTE t) ONE HV LOCK OR W/ NO RODS •(SEE WOOD CONCRETE & WOOD tlalrmtGM INSTAUATIONS • DESIGN LOAD WALL MOUNTINGS (+ 031 -) FLOOR /CEILING MOUNTINGS 13' -1" L+ (ft) L - (ft) 30 12' -3" 14' -9" 35 11 " -9° 13' -8" 40 11' -4" 12' -9° 45 11' -1° 12' -O" 50 10' -9" 11' -5° 55 10' -8° 10' -11" 60 10' -3" 10' -5" 65 10' -0° 10' -0" 70 9' -8" 9' -8" 75 ' 9' -4" 9' -4" 80 9' -O" 8, -0" 85 8, -9" 8'-9° 90 8' -6" 8' -6" 95 -- 8'--3" 8' -3° 100 8' -1" a' -1" 105 7-11" 7' -11" 110 7 -5" 7' -7' 115 r-8" 7' -3" 120 7-4" - 6' -11" 125 7 -3" 8'-8" 130 7'-1" 8' -5" I 135 6'-11° 6' -2° 140 8' -10" 5' -11° 145 8' -8" 5' -9" 150 8' -7" 5' -7" 155 6' -6" 5° -5" 160 6' -5" 5' -2° 168 8' -3° 5' -1° 170 6•-2° 4°-11" 175 6' -1" 4' -9" 180 8' -0" 4' -8° 185 6'-11" 4' -8" 190 5' -10" 4' -5" 195 5' -9" 4' -3" 200 5' -9" 4' -2° 205 5' -8° 4' -1" SCHEDULE MAXIMUM SHUTTER SPAN* "L +" OR "L -" (ft.) INSTALLATIONS W/ 71v a 41: ,., s11.: v : L & +t, Vi/ TWO HYIiIOR OR r1j LOCK OR ' 0 LOCKING RODS 00 TOP /BOTTOM W/ ONE HV LOCK ® OR OR 18'1 (SEE NOTE t) (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUI1tR (2) MINIMUM SEPARATION TO GLASS FOR SHUIJENS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". - MINIMUM SEPARATION- TO GLASS SCHEDULE. CONCRETE & WOOD WOOD INSTALLATIONS • WHAM DIMON d.) • (+ -) FLOOR/CEIONG MOUNTING 105° OR LESS l+ (10 L - (f 30 13' -1" 18' -0" 35 12' -7" 15' -7" 40 121 -2" 15' -2" 45 11, -9" '14' -3° 50 11' -6° 13' -7" 55 - 11' -3° 12' -11" . 60 11' -0° 12 " -4" . 65 10' -9" 11' -11" 70 . 10' --7" - 11' -5" 75 10' --4" 11' -1" 80 10'-0° 10' -9" 85 9' -9" 10' -5" 90 9, -5" 10' -i" 95- . 8' -2° 9' -10" 100 9,_0" 9' -7" 105 8' -9" 9' -4" • 110 8' -7° 9' -2" 115 8'-4° 8' -11° • 120 8' -2° 8' -9" • 125. 8,--O" 8' -5" 130 - 7 -10° 8' -1" 135 7' -9" 7' -9" 140 7' -7" 7 -6" 145 7' -S" 7' -3° 150 7' -4° 7-O" 155 7-2" 6 -9" 180 7' -1" 8' -7" 165 '7-O" 6' -4" 170 6' -11° 6' -2" 175 6' -9" 6 -0" 180 6'-8" 5' -10" 185 6' -7" 5' -8" 190 6' -6" 6 -8" 195 6' -5" V -5" 200 6' -4" 5' -3" - 205 6' -3" 5' -1" * NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A ONEN NEGATIVE DISION LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSSTTVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "I.. -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN °L +" AND °L- ", (3) PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A'GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2+. MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE •L1 -■ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lc-. MAX. SPAN FOR FLOOR / CDIING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 + ", "L2+ ", °L1 -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE. WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM 804044801 SPAN "L+° OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 p99. DESIGN LOAD. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION $2 NOTE #5, SHEET 5. • SEPARATION 7O GJ AC5 REQU1REMENIS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUI1tR (2) MINIMUM SEPARATION TO GLASS FOR SHUIJENS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". - MINIMUM SEPARATION- TO GLASS SCHEDULE. ° LL: i OL_ .I... MI. +1 _• .AL. :.10 5 WOOD • SHUTTER SPAN INSTALLATION W/ . =MEM, CENTERMATES INSTALLATION N OPPOSING CENTERMATES 105° OR LESS g 5 /16 "A 4" >105" TO MAX. ALLOWED 3 718•A 4" ♦USE 2 1/2" FOR ND LOCK ®C+EOR , USE INDICATED VALUES FOR tiW ENT MA MINIMUM SEPARATION TO GLASS SCHEDULE: 4HUTTER W/ ONE IOCK & TWO LOCKING RODS 013 WITH ONLY TWO LOCKS, SHUTTER SPAN INSTALLATION W/ =MEW& CENTERMATES INSTALLATION W OPPOSING CENTERMATES OR LESS 2 3/4" ow 3 3/16° >105" TO MAX. ALLOWED 3 1/4" • * 3 1/4" ** USE 2 15/ 6" FOR HV "T" LOCK i0 W/ <viE * ** USE 4 1/8" FOR HV "1" LOCK 0 W/ USE INDICATED VALUES FOR HV C MATES. .11)17 AT10N L GF-NO CONCRETE 8e MANSORY WOOD WALL MOUNTING A, 3, C, D,'E, F. K & L. M, N'S 0, Y Q. R . FLOOR /CEILING MOUNTING G, H, I & J. T. U, W & X. O HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zan, PRODUCT REVISED 88 complying with the Florida Building Code Acceptance Noi B3phauon Dale �P�SER A. pj4i�,'$. MIAMI -DADE COUNil' 5 ss ORdDA . 4' 1 2 TILLIT TESTING & ENGINEERING COMPANY _ 8358 R.W. 3881. St„ Ste. 305, 8I50N8A GARDENS, 8.0013A 33188 Phone : (305)871 -1530 . Fax 1 (308)871 -1831 e -mOlh tIlteco®coLcom EE- 0006715 WALTER A 11LUT Jr. P.E. FLORIDA Uo. # 44167 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, F1. 33169 Phone: (305)493 -4366 . Fox (305)675 -8208 (0 2017 EASTERN METAL SUPPLY, INC: BERTHA NV' Accordion Shutter Systei REV.No 5ESCRIP1106 OLD 06 -003 DATE DRAWN BY: M.C.J. 03/01/11 DATE: 03/01/11 DRAWING No 1 1 —01 9 5 SHEET 12 OF 28 MAXIMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPA M, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS A 8. C, D AND F ON SHEET 6) "NUM SPAN (p) -. RED CONCRETE POURED CONC -iEME /CONCRETE BLOCK Cs WALL HEAD • W/ MOUNTING : 0.1%(=i1M11111111 ' QWALL HEAD.- W MOUNTING J B WALL HEADER MOUNTING °WALL SILL ,..UNTING W/ ti) 1;D)WALL SILL „ W/ ,i UNT1NG 10& ©WALL HEADER /SILL MOUNTING ,.. 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Ell - SIDIMIC✓O�mmo�mmmmv1am_ 10 1a oamasamrmolle - 10.8 _aa0mrlweammino�nmim � -_ - 1,'-0° 14 12 14 12 - .. - - 4 10 - ®- 10 - - - 14 ®� - 12 10 - - - - .! 8 H 14 12 O�pMmmIE OmOlOmi3Q7mm03 ]mlOmQmETJmR'R mQallO - 14 12 m121111=1111101mmEH - - mlm0mm imR#mmomlGlmm -Rm[lm a m o 0 m o - - - " - - 12' -0° 14 12 rlEf�711-11EClmmRRl10m1e7Rm m�mm0mm ® �mp0l�immiF30Ci10fi1I mmmm0�ml 1mI0m ®IfAmL11=-1111121MmQmOm67mLR7mi�._ mAm ':Im�ammlf&i1310 MODImOmlmmMfmmoRm_- E01=- 0ommmEUIUMIE10omm0ltilli mLIEl IJEl ii 14 12 14 12 14 12 © 13• -0° 14 12 11- mlml2:1Mmm12.021olC=21 mRammI uJ1 111IL . 14 12 mC--'mMmAA10111111=mR;Rmmmm lmOCME7mCRmmlmm m131E E 14 10 Cr mfiJ - — — - mmRammI II11omlOmi7121O gym— ot7R7[iRf 3 14 12 amomommEllm- — - — mm- mmmml>1 IEUICII sonloms»mL1 11210-E1211:1112111211121111111111:11-111211 mr7El C�El - -14._0. - ,4•-0,, 74 mmmeam111111LIMmlR: oIEMlrioalKIMUmmosar��rl�IOmoss 14 t2 +ra- - - - mmlovmmomNEM1mmmm 1 m11011mi#maImv -mElEI Rll 14 7 "��- - SIIKINEICIIEMINE111111111111 Ed7MMEMOKIIMoICIMI o - 14 118- 111E11110101mmmmOiSCwmmmmanCSSa ]R�mOlTam aRfomrmOnREI o - • 15-O 1 - n mtaramo ®o ILIIIMR,amo11211= MitIEUmommR;am LLICIroIII®CI W 3WIE11111-111011Ra - }4 - m �NE mMEEN iC m6�m �mOOOmRMmmmm mR7O R7 - - ici CRR21O m �m = � momRfm7m Qm#i m Llff7 R - 14 - m iilCEgom=-1111immR01mmiCi 0i7mR =00710=21R1 M- - - 16 -D. 14 - p� CQiillp l!LiliNOmm ®o00omm ®Om�mmE£7�R7 jI8; -J - 14 - O�Q= - - - ''lam1LIC11QmR�'- - 6°R�®iiv - - El En0� mmmlla-11 ®mo 1 - Cim�RR.7mRCfmmOCR 1CRmomTCiRa 7m�m00a0T111R0 7TwIJF7 7o -- PRODUCT REVISED as aomplying with the Florida SIulWing Code Acceptance No q 0g ExpiratiorDate p /6 ado(ibiiuct Control MIAMI—DADE COUNTY owl 1r r 1nigD g A 1.141-. L-'. No. ORIOP •''<<. 4 I L /iiZo.\ TILUT TESTING ■ ENGINEERING COMPANY 8358 N.W. 3196. St. Ste. 305, NR6*WA CAROEN9. FLORIDA 33186 Phone 1 (305)871 -1830 . Fax : (308)871 -1531 e -ma8: ti5eoo®aal.aam Ea-0008716 WAL1ER A MIT Jr. P.E. FLORIDA Us. # 44187 ANCHORS SPACING LEGEND #" T TATAPCON OR TAPCON WITH ADVANCED HREADFORM TECHNOLOGY AU. POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 • SEE LINEATIONS OF USE FOR BLADEA ON SHEET 28 (0 HV BLADE OR (1) HV BLADE W/ HV WINDOW BLADE, WORKING IN UNLSON. • FLORIDA BUILDING CODE (High - Velocity Hurricane Zone ATLAS02011 EASTERN METAL SUPPLY, INC. HURRICANE BERTHA HY ' SHUTTERS J' Accordion Shutter System ,REV.Ne =OPTION DATE DRAWN on M.O.Y. 1 OLD 08 -003 03/41/11 DATE 03/01/11 2 DRAWING No 3 4 11-019 (ASSA # 323) 251 N.W. 171 STREET MWMI, FL 33169 Phone: (305)493 -4368 . Fax: (305)675 -8206 5 1 0 SHEET 13 OF 28 I(IMUM ANCHOR* SPACING (In.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN,, DESIGN NEGATIVE LOAD AND A CORRESPONDING. MOWING TYPEJOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS E, 0, & H ON SHEETS 6 & 7) M SPAN (95) POURED CONCRETE/CONCRETE BLOCK POURED ern, © CEILING MOUNTING 30 .. QH FLOOR MOUNTING ®WALL SILL MOUNTING ALL POINT SCUD SET DESION NEGATIVE LOAD pef) 30 DESIGN 40 NEGATIVE 80 75 LOAD 90 120 jest) 160 205 . y-i 40 IV-, m 75 • ore 80 120 ,p/ef 180 205 30 40 80 75 90 120 180 205 3 -0 14 12 10 9 8 8 8 5.5 14 12 10 9 8 8 8 8 14 12 10 9 8 8 8 6 14 12 10 9- 8 8 8 8 14 12 10 9 8 8 8 6 14 12 10 9 8 8 B 6 OR LESS 14 12 10 9 8 8 6 8 14 12 10 9 6 8 14 12 10 9 8 6 8 5 14 12 10 9 8 8' 6 7 14 12 10 9 8 8 14 12 10 9 8 8 8 8 4, 0" 14 12 10 9 8 7 8.5 33 14 12 10 8 6 8 14 12 10 9 8 8 8 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 14 12 10 9 8 8 8 8.8 14 12 10 9 8 8 8 4 14 .12 10 0 6 4.5 14 12 10 9 8 6 4 3.5 14 12 10 9 8 8 9 4.5 14 12 10 9 8 8.8 14 12 10 9 8 6 6 4.8 5' 0" 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 ' 6 5 14 12 10 9 8. 7 5.5 4 14 12 10 9 8 8 6 8 14 12 10 9 •- 8 9 5.8 '14 12 10 9 8 8 8 4.5 14 12 10 9 8 7 4 - 14 12 10 9 8 8.5 8 3.5 14 12 10 8 6.5 5 3.5 3 14 12 10 4 8 7.8 4.5 - ,14 12 10 • 9 8 8 8 45 14 12 10 9 8 8 4.5 3.75 8' -0" 14 12 9.57.56.84.5 - - 'j14 12 10 0 8 7.5 5.5 4 14 12 111 9 8 8 4.5 3.8 14 12 10 9 8 8 8 - 14 12 10 9 8 8 8 5 14 12 10 9 8 83 5 3.5 14 12 10 9 7.5 6.5 3 - 14 12 10 8.5 7 5.5 4 • 3 14 12 8 6.8 8.5 4 3 - 14 12 10 8 8 8 -- - 14 12 10 8 8 64 8 3.78 14 12 10 8.5 6 5 4 - 7. 0° 14 12 8 8.13 53 3 - - 14 12 10 9 8 6.5 4.5 35 14 12 10 8 7 5 3.5 3 14 12 10 9 8 8 - - 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.8 4 3 14 12 10 8 8.5 4 - - 14 12 9 7.6 8 4.5 3.5 - ' 14 10.5 7 5.8 48 33 - - 14 12 10 8.8 7 4 - - 14 12 10 9 7.5 5.8 4 - 14 12 9 7 7.5 4.5 - - 8. v"► ' 14 11 7 84 4.8 - - - 14 12 10 9 78 5.5 4 4 - - 14 14 12 12 03 7 70 8 8 8.5 4.5 8 3 3.5 - . 14 12 10 9 8 8.8 - 14 12 10 9 8 6 14 12 84 7 SS 3 = - 14 12 8 9.5 8.5 8 5S 8.5 4 5 3 - - 12.5 14 9.5 12 6 5 8 6 4 8.5 3 4 - _ 14 12 9.8 7.5' 8• - - 14 12 9. 0° - 13 9.5 84 5 3.8 - - - 14 12 10 8 8.5 5 - - 14 12 8 88 5 4 - - 14 12 10 9 8 - - - 14 12 10 9 7.5 4.8 - - 14 12 83 7 5.5 4 - - 14 14 11.8 7.5 8 '.4 •- - - 14 11 7 5.5 5 3.8 - - 11 8 8.8 4.8 3.5 - - - 12 8 6:5 48 - - - 14- 12 8.5 7 5.5- 4. - - 14 10.5 7 53 8 43 - - 10' 04 11.8 8.5- 5.5 4 - - - - 14 12 9 7 8 43 - -' 14 11 7 9.8 4.8 34 - - 14 _ 12 10 9 73.- - - - 14 12• T0. ' 8 8.5 5 - - 1.4 12 -8 8 5 4 - - 14 10.5 7 5 3.5 - - - - 13 98 88 .5 4 3 ' - - 10 7.5 8 4 3 - - - 14 1 1 73 5.8 - - - - 14 11.5 9 8 5 4 - - 123 9.5 8 5 4 4 - - 11' 0" 10.5 8 5 - - - , . - - .14 12 • 8 .83 .8.8 4 - - 13 10 .6.5. .5 4 3 - - 14 12 10 - . - - - 14 12 9 7 6 4 4 - - 14 10.8 7 5.5 4 . 5 38 - - 12.5 9.8 8 - - - - - 12 9 8 4 3 4 3 - - 9 7 4.6 0 : 8 J - - - 14 10 7 - - - - - 14 10.5 7 5.5 4.5 - -- - 11.5 8.5 5.5 4.5 3.75 - - - 12' 0° 8.8 7 4.8 - - - - - 14 11.5 7.5 8 8 - - - 12 8 6 4.5 4 - -• - 14 12 10 - - - - - 14 12 8 68 8.5 - - - 13 10 8.5 5 4 - .- - 11.8 8.8 4.8 - - - - - 1 1 8 5.5 4 34 - - - 8 6 4 3 - - - - 13.5 9.5 '8 - - - - - 13 0.5 68 5 4 - - - 10.5 8 5 4 - - - - 13, 0° 9 83 - - - - - - ' 14 10.8 7 83 4.9 - - - 11 8.6 53 4.8 38 - - - 14 12 - - - - - - 14 113 78 8 5 - - - 12 9 8 4.5 4 - - - 105 8 - - - - - - 10 75 5 4 3 - - - 7.5 8.5 4 3 - - - - 12.5 8.5 - - - - - - 12 9 8 48 4 - 14' 0.'14 8 - 12 - - - - - - 14 10.8 .7 5.5 - - -' - 11 8.5 8.5 4.8 - - - - 10 73 - - 113 8 - - - - - - 11 8 58 44 - - - - 9 8.8 4.5 - - - - - 15'-0" 7.5 - 14 - - - - - - - 133 10 83 - - - - - 10,5 8 8 - .- - - - 9 16' ,4)" 7 - - - - - - - 113 88 53 _ 14 - _ - - - _ _ `12.5 98 8 - - - - 6 - - - - - - - 8 8 4 - - - - - 6 48 3 -• - - - 9.8 9.5 7 5 - - - -- , 8 8 4 PRODUCT REVISED stream553109 with the Florida B uilding Cade Bx Date T7� Mi Dade y-.., A Control / MIAMI -DADE .COUNTY ANCHORS SPACING LEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TEOHNOL ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER +. • SEE 1.11,IRATIONS OF USE FOR BLADE 11 ON SHEET 28 1D �: 1 . It INFO. GLADE WORKING IN UNISON • OF * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (EBn. fo > 3 kei) - 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. (Min. fo = 3 het) - 1/4 °0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL P01NT3 SCREW, BOLT & SPECIALTY COMPANY. (Min, fo - 3 kap - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Mtn. fc = 2 1151) - 1/4 "0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. 1'0 = 3 1151) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 ", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2 ". A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4° ALL POINTS SOUS -SET ANCHORS SHAH BE 7/8° INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 °0 -20 SS. MACHINE SCREW USED SHALL BE 1 1/2° LONG MINIMUM SHOULD STUCCO EXIST, AND 1* MINIMUM FOR WALLS WITH 140 STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL . OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SA10 WALL FINISHES. ANCHORAGE SHALL OE AS INDICATED ON NOTES 9.1) & 9.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 289. (B) TO EXISTING CONCRETE BLOCK: (ASTM C -90) - 1/4 "0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4 °0 x 3/4° ALL POINTS S000 -SET ANCHORS, AS DISTRIBUTED 8Y 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+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. *40655: 6.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANC4095 IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1 ". B.2) MINIMUM EMBEDMENT OF 1/4 °0 x 3/4° ALL POINTS SOUD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE P581411.!. 1/4" 0 -20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD ST000 EXIST, AND. 1° MINIMUM -FOR WALLS WITH NO STUCCO. 13.3) IN CASE'THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER 05 FOUND ON THE EXISTING WAD. OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WAD. FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) 96095. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER: FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 289. (C) ANCHORS SHALL BE INSTALLED- FOLLOWING -ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS; LESS THAN THE INDICATED, REDUCE ANCHOR SPACING FOR EACH ANCHOR TYPE. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED ACTUAL EDGE .DICTANCE ED. • FACTOR TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SCUD SET BLUE TAP W/ CAP TAPPER + MIN. SPACING MIN. SPACING = 3" MIN. SPACING o 3" MIN. SPACING = 3 1/2' MIN. SPACING_ = 3° 3 3/4" 4" POURED CONCRETE & CONCRETE A9N E.D: PIXIPED ONE MW. ED..3 1/2° LQNfIiEtE 8UX1N 105 E1. 2 1/2° POURED CONCRETE '& MN.C5O"3 1/2K POURED CONCRETE & CONCRETE 1 ED. LOCK mom CONCRETE *05 ED. °3 It =R610 &OO< MN. ED. -2 1/2°. 3' 1.0 0.90 - 1.0 0.78 1.0 0.84 1.0 2 1/2" - 0.81 1.0 - - 0.67 1:0 2° - 0.71 - - . 0.61 - 1 3/4° - t®4S0 earl - - - 0.43 - 1 1/2" 0.33 •- _ - - 0.38 - FLORIDA BUILDING CODE (High Velocity Hurricane Zant es P.E. „ IL E C O ANC. � TILLIT TESTING & ENGINEERING COMPANY 6358 N.W. 38th 81, Ste. 305, VIRGINIA *AMENS, FLORIDA 33186 Phone : (305)871 -1830 . Fax : (305)871 -1831 e --man: tllteoo8hooLoom 58- 0008719 WALTER A T1UR Jr. P.E. FLORIDA Uo. # 44187 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W 171 STREET MIAMI, FL 33189 Phone: (305)493 -4386 . Fax (305)875 -8206 2011 EASTERN METAL SUPPLY, INC. BERT1iA HV TM Aceordiep Shutter System REV.No t 2 OE50RIP1108 OLD 08-003 4 SATE DRAWN 5?: MON. 93/01/11 DATE: 03/01/11 DRAWING No 1 1 -01 9 8 SHEET 14 OF 28 • MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPA}1, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1, J, K & L ON SHEET 7) MAXIMUM SPAN RED CONCRETE POURED CONCRETE/CONCRETE ®WALL/FLOOR MOUNTING BLOCK ®WALL/WALK OVER MOUNTING WALK OVER MOUNTING • ©RAINGUARD MOUNTING EGA1WE LOAD (pnf) DESIGN NEGATIVE LOAD (pat) DESIGN NEGATIVE LOAD (pet) DESIGN NEGATIVE LOAD (pet) 30 40 0- 75 90 120 160 208 30 40 600 78 80 120 160 205 30 40 60- 75 90 120 180 205 30 40 80 76 90 120 180 205 3' -0 OR L65 14 12 9 5 8 8 8 12 12 12' 12 X12 11.5 8.8 '8,5 7 7 7 7 7 7 7 E5 5 8 5 5 5 6 5 5 1 4 1 2 1 0 8 8 6 . 8 8 1 2 l 2 1 2 1 2 1 3 1 2 9 , 9 7 7 7 . 7 7 7 7 7 7 5 5 5 5 5 6 5 3 14 12 10 9 8 8 8 6 12 12 12 12 10.5 8 8 4,5 7 7 7 7 7 7 7 6.8 5. 8 8 8 5 6 6 5 14 12 10 9 8 8 8 8 12 12 12 12 12 10 7.8 6 7 7 7 7 7 7 7 7 8 5 5 5 8 8 6 5 4' 0. 14 12 10 9 8 8 6 8 12 12 12 12 11.8 8.5 6.6 6 7 7 7 7 7 7 8.5 4 8 8 8 8 8 8 8 4 14 12 10 9 8 8 6 8 12 12 12 12 12 9.5 7 8.5 7 7 7 7 7 7 7 7 5 8 5 5 5 5 5 5 14 12 10 9 8 8 8 8 12 12 12 9.5 9 8 4.5 3.9 7 7 7 7 7 7 8.5 8 8 5 5 5 5 8 5 5 1 4 1 2 1 0 9 8 - 8 8 9 1 2 1 2 1 2 1 2 1 0 7 . 5 0 . 5 4 7 7 7 7 7 7 1 8 . 5 9 5 .8 8 8 5 8 5 6,_ ,. 14 12 10 9 8 8 8 8 12 12 12 11 9 7 5 4 7 7 7 7 7 8.5 4 3 6 8 8 6 4 3 14 12 10 9 8 8 8 8 12 12 12 t2 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 8 8 5 5 5 14 12 10 9 8 8 8 8 12 12 9.8 7.5 8 4.5 3.5 - 7 7 7 7 7 7 8 3.5 8 6 5 8 8 .4 14:12 10 8 8 8 8 8 12 12 12 9.5- 8 8 421 - 7 7 7 7 7 7 5.5 4 5 5 -5 5 5 4 6, 0. 14 12 10 9 8 8. 8 8 12 12 11.6 8 7 . 5 6.8. 4 3 '7 7 7 7 7 4.5 3.5 - 5 5 5 4.5 3.6 - 14 12 10 9 8 8 8 12.12 12 10 6 8 4.5 3.5.7 7 7 7 7' 7 7 7 8 5 6 8 8 6 14 12 10 9 8 8 8 -8 6 12 12 .8 6 5 4 3 - 7 7 7 7 7 5.5 4 8 8 8 6 4 3 14 12 10 8 8 8 6 6 12 12 10 8 8.5 5 3.75 - 7 7 7 7 7 8.4.5 - 8 6 6 8 8 5 4.5 - 7 -0 ° 14 12 10 9 8 8 8 9 12 12 10 8 8:5 8 3,5 - 7 7 7 6.8 8.6 4 - - 3 6 5 5 4 3 - 14 12 10 9- 8 8 8 8 12 12 12 8.8 "7 5 4 3 7 7 7 7 7 7 7 8 5 8 5 5 5 5 3 14 12 10 9 8 8 6 9 12 X10 8,5 5 4.5 '3 - - 7 7 7 7 8.5 5 3 - 6 5 8 5 6 3.5 14 12 8 8 8 6 6 12 12 8.8 7 8.6 4 - - 7 7 7 7 7 6 - - 8 6 6 8 8 4- O14 12 10 9 8 8 8 - 12 12 8.8 7 6.5 4 4.5 3 3.5 - 7 7 7 7 7 7 5.5 7 4.8 7 3 7 - 7 - 4 5 5 5 5 6 6 4.8 8 3S 5 6 5 14 12 9 8 8 8 - 19 12 10.5 7.5 8 14 12 10 9 8 8 6 - 12 8 6 4.5 4 3 - 7 7 7 7 5.5 4 - 5 5 5 . 5 4 3 - 14 12 10 9 8 8 8 - 12 11 7.5 8 8 6.78 - 7 7 7 7.5 9 4.5 - 8 6 5 6 4,6 - 9, 0" - 14 12 10. 9 8 8 - - 12 1i.5 7.5 8 5 3.6 - - 7 7 8.5 5 4 - - 5 5 6 5 4 3 - - 14 12 10 9 8 8 - - 12 12 9.5 8.5 6.5 4 3 - '7 7 7 7 7 7 8 3 5 8 5 8 5 5 8 6 1 4 •12 10 9 8 8 - - 10.6, 8 6 4 3.8 - - - 7 7 7 8 8 3.5 - - 8 8 6 5 8 4 3 - 14 -12 10 9 - 8 8 - - 12 10 8.5 5 425 - - - - 7 7 7 6.5 5.5 - - - 5 5 5 8 8 4 ' - - 10 0° :I4 14 12 10` 9 9 8 - - 12 0$ 7 .5.6 4.5 3.5 - .- 7 7 8.5 4.8 3. - - -- 5 5 5 4.5 3.5 - -- - 12 10 8 8 8 - - - 12- 11 8S 8 . 5 3.5 .- - .7 .7 7 7- 7 7 4.5' - 5 5 - 5 5 5 . 5 5 4.5 14 12 10 9 8 . 8. - - 8,8' .7 4.8 3.5 3 - - - 7 7 7 95 426 - - - 6 8. 5 8 ' 4.5 3.8 - 14 12 10 9 8 8 - - 12 9 8 5 4 - - - 7 7 7 8 6 - - 5 8 8 4.5 8 - - - 11' -0° 14 12 .10 9 8 8 - - 12 9.8 8 5 4 3 -- 7 7 6 4 3 - - 8 8 5 4 3.6 - -- 14 12 10 9 8 8 - - 12 t0 7 5.5 4.8 3.5 - - 7 7 7 7 7 7 321 - 8 8 8 8 6 6 5- 4 14 12 10 9 8 8 - - 95 65 4 3.5 3 - - - 7. 7 0 8 4 - - - 8 5 8 8 4 3 I- - 14 12 10 9 8 8 - - 11 8 5.5 4 - - - -7 7 7 56 4.5 - - - 5 5 5 5 4.5 - - - 12 0. .14 14 12 10 9, 8 - - - n 1.8 8.8 6.5 4.5 3.5 - _- - - 7 7 4.5 3.8 - - - - 5 8 4.8 321, 3 - - - 14 12 10 9 8 - - - 12 9.5 58 8 4 3 - - 7 7 7 7 7 6 3 - 5 5 8 8 5 5 4.5 3.5 14 12 10 8 8 - - - 8 8 4 3 - - - - 7 7 521 45 3.5 - - 6.584.542 - - 12 10 9 8 - - - - 10 7.5 5 4 - - - - 7 7 8. 8 - - - 5 6 8 8 4 - - - 13 0,, 14 12 10 9 8 - - - 10.8 8 6 4 3.5 - - - 7 86 4.5 3.5 - - - 5 5 4.5 3.5 3 - - - 14 12 10 9 8 - - - 11.5 8.8 6 4.8 3.5 3 - - 7 7 7 7 7 48 - - 5 5 8 5 8 5 4.8 3.5 14 12 10 9 8 - - - 7 3.5 3,5 3 - - - - 1 7 7 5 4 3 - - - 8 5 8 4 3 - - - 14 12, 10 9 .8 - • - - 9 7 4.8 3.78 - - - - 7 7 8.8 4.5 - - 5 5 5 4.5 4 - - - 14, -0. 14 12 10 9 - - .- - 10 7.5 6 4 3 - - - 7 8 4 3 - - - - 5 8 4 3 - - - - 14 12- 10 9 - - -- )000.6 6 5S 4 3.3 - - - 7 7 7 7 7 4 - - 8 5 8 8 5 8 4 14 12 10 9 - - - - - 5 3 - - - - - 7 7 8 3.8 - - - - 8 8 8 4 - - 14 12 10 9 - - - - 8.5 9.5 4 - - - --- -7 7 5 -4 - - - - 8 8 8 4 - - - - • 1$ 0. 14 12 10 9 7 4.6 3.5 3 14 12 10 10 7.5 8 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 6 6 5 5 4 14 12 10 8 4.6 3 - - - - - 7 7 4.5 3 - - - - 5 5 4.6 3.8 - - - - 14 12 10 - 16, O" _ 14 12 10 8.5 5.5 4 3.5" - 14 12 ' 10 9.5 7 4.8 3.6 3 - - - 7 7 7 7 8 3 - - 5 8 5 8 5 4.5 3A - 14 12 10 - - - - - 6 4.8 3 - - - .14 12 . 10 7.8 8.5 SJ6 - - - - •� 7 7 4.8 - - - 8 8 4.5 - - - - - AIJC..' -S SPACING LEGENQ TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ALL POINTT2 0LID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 14 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED 56 complying with the Florida Building Code Aeceptanoe No Sep 000100 Date • UN* �, •;S; "x 1aControl 0 By Mi51n1 0 alb MLAMI -DADE COUNTY IL ECO INC. . • = TILLIT TESTING & ENGINEERING COMPANY '3? 'y+3 .. p ' * 8358 N.W. 3&h. SL, Ste 305, VIR0NIA 04ROEN3, FLORIDA 33156 ,t ' L'17 Phone : (308)871 -1830 Fax : (308)871 -1831 $ 9Rf()) ,......,..<,,,.‘t o -mall: 8lteco8aoLcom p��ss� \`" WALTERR Ell-0005719 Jr. P.E. FLORIDA LIo. , 44167 1Hitii 1l3 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MLAN %. FL 33169 Phone: (305)493 -4368 . Fox: (305)675 -8206 @ 2011 EAS'T'ERN METAL SUPPLY, INC. BERTHA HY' Accordion Shutter'=SysT,m- REV.No 12FSCRU+TION OLD 06 -003 DATE DRAWN 8Y: A.O.V. 03/01/11 DAM 03 /01/11 DRAWING No 1 1 -01 9 8 SHEET 15 OF 28 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 "0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. DCCEP11ON: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILNG SHALL BE AS PER MOUNTING TYPE U, SHIFT 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWNIE - SOUTHERN PINE No. 2.W/ 0.0.88 IN.D.S) - DOUGLAS FIR W/ 0®0.50 (N.DS.) - SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0 -0.38 (N.D.S.) - MIN. 1/Y COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF-THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCT REVISED as complying with the Florida building Code Accaplance No - 03 / .. 08 Q¢pi.< Date. kV-V, o(. B Maven Dade .r t .., ConIroI MIAMI -DADE COUNTY MI (� HV BLADE OR ®HV BLADE W f HV WINDOW BLADE WORKING IN UNISON • SEE ATIONS OF USE OF BLADE ON SHEET 28 FLORIDA .BUILDING CODE (111911 Velocity Hurricane Zone, / _ IlIEcoI.NC.\ TILUT TESTIt.J & ENGINEERING COMPANY 8385 N.W. 38th. 5t, Ste. 308, VIRSINIA 0090985, PUMA 33186 Phone : (306)871 -1530 . Fax : (305)871 -1531 e-math tftecoWaoLoom E5- 0008719 WALTER A TILUT Jr. P.E. FLORIDA Uo. # 44187 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33189 Phone: (305)493-4368 . FOLIC (305)875 -8206 © 2011 EASTERN METAL SUPPLY, INC. BERTHA HIP Accordion Shutter System REV.No DESCRIPTION DATE DRAWN BY: M.C.V. 1 OLD 06-003 03/01/11 01.1E1 03/01/11 2 3 4 DRAWING No 1 1 -01 9 8 SHEET 16 OF 2§__ u:A V u 'i.C•01.1. ! E •; ' L ► II L S%,r NEGATIVE DESIGN LOAD AND A CORRES ONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 18 & 19) MAXIMUM. SPAN (ft) U B �T E F=_ SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/ MIN. G =Q.50 SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 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 NEGATIVE DESIGN LOAD (pat) NEGATIVE DESIGN LOAD (pet) NEGATIVE DESIGN LOAD (par) NEGATNE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD{pst) NEGATIVE DESIGN LOAD (pef) NEGATIVE DESIGN LOAD (pet)' 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 .105 3'-0" OR LESS 12 10 10 9 ' 8 8 6 6 6 6 6 5 1 2 1 0 . 1 0 9 8 8 6 . 8 6 - 6 5 4 1 2 1 0 1 0 9 8 8 , 6 6 6 4 . 5 4 3 6 5 4 4 4 3 4' -O" 12 10 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5. 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5,-.0" 1 2 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 - 6 ' - - 0 " 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7' -0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8 ' - 0 " 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 14 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - 6 5 4 - -- - 9' -0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10' -O" 12 10 7.5 4 - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - 6 5 - - - - 11' -0" 12 10 5,5 - - - 5 3.5 2 - - -- 12 10 4 - - - 4 3 2 - - - 12 10 . - - - - 3 2.5 - - - - 6 5 - - - 12' -0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 ; 3 - - - - 3.5 2.5 - . - - - 12 LO - - - - 3 2 - - - - - 6 5 - - - 13'-0" 12 10 - - - - 4 3 - - 12 10 " - - - - 3.5 2.5. - - - - 12 7 - - - - 2.5 2- - - - - 6 4 - - - - 14' -0" 12 14 - - - - 4 3 - - - - 12 7 - - - - 3 2 -. - - -.. 12 5 . - - - - :2.5 2 - - - . - 6 3 - - - 15' -O" 12 3.5 12 3 1.1.5 2 6 16' -0" 12 - 3 - 12 2.5 - - - - - 11 2 8 - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 "0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. DCCEP11ON: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILNG SHALL BE AS PER MOUNTING TYPE U, SHIFT 19 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWNIE - SOUTHERN PINE No. 2.W/ 0.0.88 IN.D.S) - DOUGLAS FIR W/ 0®0.50 (N.DS.) - SPRUCE PINE FIR NORTH W/ 0-0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ 0 -0.38 (N.D.S.) - MIN. 1/Y COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF-THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. PRODUCT REVISED as complying with the Florida building Code Accaplance No - 03 / .. 08 Q¢pi.< Date. kV-V, o(. B Maven Dade .r t .., ConIroI MIAMI -DADE COUNTY MI (� HV BLADE OR ®HV BLADE W f HV WINDOW BLADE WORKING IN UNISON • SEE ATIONS OF USE OF BLADE ON SHEET 28 FLORIDA .BUILDING CODE (111911 Velocity Hurricane Zone, / _ IlIEcoI.NC.\ TILUT TESTIt.J & ENGINEERING COMPANY 8385 N.W. 38th. 5t, Ste. 308, VIRSINIA 0090985, PUMA 33186 Phone : (306)871 -1530 . Fax : (305)871 -1531 e-math tftecoWaoLoom E5- 0008719 WALTER A TILUT Jr. P.E. FLORIDA Uo. # 44187 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33189 Phone: (305)493-4368 . FOLIC (305)875 -8206 © 2011 EASTERN METAL SUPPLY, INC. BERTHA HIP Accordion Shutter System REV.No DESCRIPTION DATE DRAWN BY: M.C.V. 1 OLD 06-003 03/01/11 01.1E1 03/01/11 2 3 4 DRAWING No 1 1 -01 9 8 SHEET 16 OF 2§__ MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX SHUTTER SPAN. NEGATIVE -DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEET 19) - MAXIMUM SPAN (ft) I---3 -I- ... I .......-7-- T (- SOUTHERN PINE No. 2 W MIN. G =0.55, DOUGLAS OIR0W/ SPRUCE PINE FIR NORTH W/ MIN. G =0.43 ' SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 - 9.0. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS _ S & V NEGATIVE DESIGN LOAD (pat) NEGATIVE DESIGN LOAD (par) NEGATIVE DESIGN LOAD (pet) 30 40" 60 75 90 105 348 40 60 75 90 105 30 40 .60 75 90 105 3' -0° OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4.-0" 12 12 12 12 12 12 12 12 12 12 12 12 1.2 12 12 12 12 12 -5'.._9" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 10 6' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11.5 9.5 8 7' -0" 12 12 12 12 12 12 12 12 12 10 12 12 12 10 8 8 8' -0" 12. 1-2 12 12 12 1.2 ' 12 12 12 12 1.0..5 9 1-2..12 11 8.5 7 7 9' -0" 12 '12..12 '12. 12 10.612 t2 12 11 9 8 12 12 9.5 7.5 6.5 6 10' -0" 12 12 12 12 11.5 9,5 12 12• 12 10 8 7 ' 12 12 8.5 7 6 5.5 11' -0" 12 .12 12 12 10 8.5' 12 12 11.5 9 7.5 6.5 12 12 8 6 5 5 12' -0" 12 12 12 11.5 9.5 8 12 12 10.5.8 7 6 .12 11 7 6 5 4.5. 13' -0" 12 12 12 10.5 8.5 7.5 12 12 9.5 7.5 6 5.5 12 10 6.5 -5 4.5 4 14' -O" 12 12 12 9.5 8 6 12 12 9 7 6 4.5 12 9.5 6 5 4 3.5 15' -0" 12 12 11 9 7.5 5 12 12 8 6.5 5.5 3,5 11.5 8.5 6 4.5 4 3 16' -0" 12 12 10.5 8.5 6.5 4 11.5 12 8 6 4.5 3 11 8 - 5.5 4 3 - C1� HV BLADE ONLY + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES.. 1. ANCHORS TO WALL, FLOOR OR SOLID W00D SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED 8Y I.T.W. BUU.DEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPIION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEDING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST' OF LAO SCREWS AS PER NOS 2008 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF TT•E FOLLOWING: - SOUTHERN PINE No. 2 W/ 0=0.65 (N.0S) - DOUGLAS FIR W/ G.0.80 (N.DS.) - SPRUCE PINE FIR NORTH W/ 0=0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH 9/ G '0.38 (N.D.S.) • -MIN. 1/2" CDX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTAr t Ft) FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocity " Hurricane Zone PI2OTU41TR8VISBD as complying with the Florida Building Code Acceptant= No limp :tioaDate MIAMI -DADE COUNTY C I-L -I E C O INC. ,. TILUT TESTING & ENGINEERING COMrANY 8355 N.W. 38th. St" Sts 308, VIRGINIA GARDENS. FLORIDA 33188 Phone : (305)871 -1530. Fax : (308)871 -1631 ' a -moth thtec05001,00m EB- 0008719 WALTER A, TILLT Jr. P.E. FLORIDA Uc. # 44187 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33189 Phone: (305)493 -4366 . Fax: (305)675 -8206 C8 2011 EASTERN METAL SUPPLY, INC. BERTHA NV' Accordion Shutter System REVNo DESCRIP1'4 DATE -DRAIN 88: M.C.Y. 1 OLD 00-009 03/01/11 DAM D3 /o1 /11 2 DRAWING No 3 1 1 -01 9 4 6 SHEET 17 OF 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE ONLY SHALL BE LIMITED TO 95.0 psf. DESIGN LOAD,& SEE SHEET 28 FOR MAX SPAN V & DESIGN LOAD FOR INSTALLATION WITH BLADE & WORKING IN UNISON HV HV♦ BLADES AS APPLICABLE 1/4°4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXWSRNG WOOD HEADER. (SEE SCHEDULE ON SHEET 16) II II EXITING GLASS EXISTING C1ASS—i 2"x4" WOOD PLATE REVD, HV WALL H ADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 18) 1/2" MIN. CDX PLYWOOD REVD. EXISTING MIN. 2 x4" STUDS W 16" OA. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN. ACCORDANCE WITH SECTION 2322 OF THE 'F.S.C. ®HV WALL SILL INSTALLATION or 2 "x4" CONT. WOOD PLATE REVD. °P.A1, 0A 1 0 Peale° garAll x:112 1/4 "4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 8/ 1 TA' Mtn. PENETRATION OF TFIREADM AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 18) OR 11 Q 1" M. ��.- OP110NA1. °1 FIINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SHEET 21 EXISTING 1 GLOSS --0 1/4 "4- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" 0.C. P 4`OR15 1 � In 11 HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "4- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS .g ■°: 12 "0.C. 8* EXISTING MIN. 2 "x4" STUDS 0 18" 0.0. MAX. REVD. PLYWOOD TO 8E A17ACHED TO _STUDS IN ACCORDANCE WITH SECTION 2322 OF THE 3:3.0. 1/2° MIN. CDX PLYWOOD REVD. 3. EQ 1" Mln. 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 18) WALL FINISH ® HV WALL SILL INSTALLATION ( MIN. SEPARATION TO GASS (SEE SCHSTULE ON I"— 12 006 BADE GLASS-Hi S S ��& ll WALL FINISH 0. n itta 2"x4" CONT. SILL PLATE REVD. 1/4 °4 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF D.BEADED AREA @ MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 18) ®11V WALL SILL INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1 /re-208344" S.S. MACHINE SC EWS USING 1/4 " -20 NUTS ® 12" 0.C. Ri ti 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN 88 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • SEE U6IATIONS OF USE OF SLADE Qy ON SHEET 28 • PRODUCT REVISED OS emptying with the Florida Building Codo Acceptance Noah • BRplrftton Dare p /d Cdntroi MIAMI -DADE COUNTY IL ECOINC. TILLIT TESTING & ENGINEERING COMPANY 6388 N.W. 36th. SL, Ste. 306, VIRGINIA GARDENS. FLORIDA 33166, Phone : (305)871 -1530 . Fax : (305)871 -1531 6- 1tx11: tfteeoSaol.eom 03- 0008718 WALTER A. TILLII FLORIDA Lies. # 44187 FINISH .. 4 1" Mtn. 1/4'0 TAPCON OR TAPCON WITH ADVANCED TECHNOLOGY iy 1 i1F/22"MMtn. PENETRATION 03 THREADED AREA MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 18) ®BV WALL SILL INSTALLATION, FLORIDA BUILDING CODE (High Velocity Hurricane Zone 0 2011 EASTERN METAL SUPPLY, INC. R ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33189 Phone: (305)493 -4366 . Fax (305)675 -8208 - BERTHA HV ' Accordion Shutter•, System DATE DRAT 8Y: M.C.V. 03/01/11 DAM 03 /001 2 DRAWING No 11 -019 MA* _ DESCRIPTION 3 OLD 06-003 4 6 SHEET 18 OF 2$ INSTALLATION DETAILS ON EXISTING . WOOD BUILDINGS FOR i1 HV MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (0 ONLY SHALL BE LIMITED TO 105.0 psf. DESIGN LOAD SEE SHEET 28 FOR MAX SPAN WALL MASH & DESIGN LOAD FOR INSTALLATION W TH BLADE () & C' WORKING IN UNISON HV • BLADES AS APPLICABLE 11:11E!I; itliMA EXISTING GLANGG -4 HEADER RMEQ'D °x4MIN. OLASS TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY W/ 1 1/2' Mi. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) EXISTING GLASS 1° Min. -EQ EQ 4 °x8° (Mtn.) EXISTING 8000 BEAM REQUIRED. STRUCTURAL ADEQUACY 1/4"0-20x3/4° S.S. TO OF EX STING WO B � PHILHIPS HEAD REGISTERED ENGINEER OR / 1/E 20ENU ARCHITECT PRIOR TO W/ 1/4` -20 NUTS SHUTTER INSTALLATION. 012 °O.C. vS HV WALL HEADER INSTALLATION 1-T EE SHEET 4 FOR TYPICAL SHUTTER ASS2 MR! Y. 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO -SUIT ANY INSTALLATION. MIN, SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) .287" Max. W FINISH 1/4°0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Mtn. PENETRATION OF THREADED AREA MIDWIDTH OF 8006 PLATE. (SEE SCHEDULE ON SHEET 17) --EQ Q1/4 "0 -20x3 /4" S.S. PHILLIPS TRUSS HEAD Min. MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12° D.G. OR® 1/4" Max. DV HV WALL SELL INSTALLATION 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING 800D BEAM (SEE SCHEDULE ON SHEET 18) GLAASS—, Fir 1 r./ rHp @ id.......im 41 82 SEPAWdWN TO MASS (SEE SCHEDULE ON ONFOR RAE SIST 2826 evas0.2425 C) Or (i$) R DUSTING WOOD TRUSSES OR RAFTER 0 24° 0.0. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1 "x4 0T/8" CONT. ALUM. TUBE (8083 -T8 ALLOY) W/ (3) 8/18 10 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MENDER, (2' Min. NOMINAL WIDTH) W/ 2" Mtn. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72 pof MAX. DESIGN LOAD AND 9' -0° MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL 14x3/4' .S. ® 8" 0.e. OPEN HOLE AT EACH STUD TO ACCEPT. 5/18'0 LAG SCREW AT CENTER OF TUBE. MN. SITAILVICN 11) OASS (SEE EXISTING scums oN S 12 FOR BLADE BIADES O ON ()WV CEIUNG INSTALLATION ®HV CEILING INSTALLATION, 1 ID (SEE EXISTING 11 GLASS\ I Bums & 2 °x8° MIN. WOOD DECK REQUIRED (140 FINISH ALLOWED) EDGE OF DECK IF APPUCABLE I AL AN0HO8 !LOCATION #10x3/4" HET WASHER HEAD 1EK SCREWS ® 92 0.0 1/4 °0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECH •LOGY W/ 1/2° Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 18) ® HV FLOOR INSTALLATION. EXISTING OF -DECK IF APPUOABLE 1 MIN. SEPARATION TO GLASS --I(SEE SCHEDULE ON SHEET 12) 461_114 ♦ SEE LD4ITATIONS OF USE OF BLADE (1N ON SHEET 20 2 "x8" MIN. WOOD DECK REQUIRED (h10 FINISH ALLOWED) EDGE OF DECK IF APPUCABLE 1/4 °0 F.H. TAPCON 0R F.H. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 8/ 1 1/2" Mtn. PENETRATION 2° lkld. 810810TH OF 800D PLATE. (SEE SCHEDULE ON SHEET 18) 0 N WALK—OVER INSTALLATION, FLORIDA BUILDING 'CODE Hi.h Vetoes Hurricane Zone ID 2011 EASTERN METAL SUPPLY, INC. i) IL E C 0 INC, TtLLIT 'ioSTING & ENGINEERING COMPANY 6388 N8. 38th. St" Ste. 348, VIROBJIA DARDEN% FLORIDA 33186 Phone : (309)871 -1530 . Fax : (308)871 -1831 e -meth thteao8mLoom EB- 0008719 WALTER A. 11LL1T Jr. P.E. FLORIDA 1.10. # 44187 ATLAS HURRICANE. SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33189 Phone: (305)493 -4368 . Fax: (305)875 -8208 BERTHA HV' Accordion Shutter System REV.No DESCRIPTION 010 00 -083 3 4 DATE DW.8N 6Y: M.C.Y. IIME DUE: 03/01/11 DRAINING No 11 -019 8 SHEET 19 OF 28 la REQUIRED 021.2 FOR SPANS MATER THAN 12'...0* END INST OOD STUDS. rxe MIN. WOOD STUDS. (AS APPLICABLE) FINSHVIAIL-A COSMO MASS- \ MN. SIPIRAIION 10 mAss (EEC SCHEDULE ON SHEET 12 FOR'SLADE (DAM ONSHEET 28208 ammo& g a E Kg 11■1 KW‘ I o..' ' ' W‘ 1,1 745:- 41; 11111 , , , , i , , . , , , A .... ,,..... --- nap rtaiW4 FAMPZEW 1/4°0 TAPCON OR TAPCON TH 8088240.541 208014080488 TECHNOLOGY ITW WILDE% 8004058 21 8" 0.0. VaxIngt" MIN. THREADED N INTO STUDS Off W/ MIN. 1/2- THREADED PENETRATION TO 1/82 COX 8L21400D 81 NO slims EXIST. 1/2" ittlt4 Coose. 1/18°,0° (8083-18) CONT. ALUM. CLOSER PLATE (LOCATE 1 AT E22408 RE orz)) S tro'd.I. 143. 02.03 *0'0. 0.0 • 0.0.0 • 0. 0..0. 0.0.0 END CONNECTION' DETAIL (2) TO GRASS tSEE solMULE 08 21100 12 FCR BADE (DAAD ON smEET 28 FOR DIMES (1) Se SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/4°0 "IAPCON OR TAPOON EXISTING 0LASS7 WITH ADVANCED THREADFORM x TTh2REA,EMYt"EX AR11dMN' 2'4' 4° MIN. Moo 4a: MIS 8E01) INTO STUDS 0 12 0.0. 2'24" IAN. WOOD STUDS REVD. .5.580040 01.888 hot LATION TO 0.888 (20.5 SCHEDULE 02 SHEET 12 FOR M80EO820 ON SHEEF 28 FOR 81./14f32D&dI R /2' MIN CDX PLYWOOD. 1 /WW1= l'erm.1111rW_ 1,1 O0R GS). \ . 0 6). .0.01.0.0' o • ,,-0.13)..e.o. DO .0.0.0.6). 040.0.0.31-0 1/2- MIN. CDX PLYNYOOD7s, gramarArAdr■Ar riiwi 11111 MU 4 ,.. -, rtaiW4 FAMPZEW 2'24" IAN. WOOD STUDS REVD. .5.580040 01.888 hot LATION TO 0.888 (20.5 SCHEDULE 02 SHEET 12 FOR M80EO820 ON SHEEF 28 FOR 81./14f32D&dI R /2' MIN CDX PLYWOOD. 1 /WW1= l'erm.1111rW_ 1,1 O0R GS). \ . 0 6). .0.01.0.0' o • ,,-0.13)..e.o. DO .0.0.0.6). 040.0.0.31-0 1/2- MIN. CDX PLYNYOOD7s, gramarArAdr■Ar 11111 rAta 4 ,.. -, rtaiW4 FAMPZEW PALL FINISH 2"x4° MR WOOD Enos nen. 2"x4' MIN. 8005 82225. (AS APPLICABLE) FNISH =STING CLASS 10 WASS (SEE swum ov sHEEr 12 KR SUMMAND ON SHEET 211 FOR 6110030)8 0552051 21.8.55 g°2.. 4 0Dx 1/2 arm a-. EFIVEIREHMSM 44121' 822' 2141. • ri,100.41 CLIP /girt (61183-78 WA) AT rEmo oloxitt 640.9. 11, 28 .76. rg24,,16 Illt EMI= ROMS 80 WALL AT 8100. (Loma NT SPAN ONE or()) SEE DETAIL X FO SIDE CONNECTION 1411104085 110.0.0. 0.C) •0. U.' WO* 0.0 • 0.0.C) ^ -END CONNECTION DETAIL () END CONNECT ON DETAIL 0 r-GEAss (r- - 1.14`10: s." 1/4°0 T/8000 OR TAPCON WITH_ ADVANCED DREADED TECHNOLOGY Ey WILDE% ANCHORS W/ 1 1/2° MIN. THREADED PENSTRAT0N- INTO STUDS 0 12° O.C. Q .0.0> 0.0.0 '( L22200 0-0 1:41. 0 131. t. 44.00 END CONNECTION DETAIL 0 21,......751 illrimir a rAta rtaiW4 FAMPZEW 2x48 MIN. WOO STUDS. REVEL MEN PRODUCT MIRED 88 complying with Ow Mori& Diaittig Code Acceptance No wrkog .1 • agy'K 1/2' mtN. TION 10 was (sEE SCHOXILE 08 (21 SHEET 2/3* 12 FOR BLADE 5.8.505 258 sEE DETAIL X FOR SIDE CONNECTION 70 TRACKS • o-c-O• 0.0 ,®,®+5 END CONNECTION-DETAIL. © 001.4,44 e Ell's, 641 MIAMI-DADE COUNTY IL EC 01-1Ne • TILLIT TESTING & ENGINEERING COMPANY wAr 0355-2182. 3881. St. Ste. 305, 8005848 8580085. FLORIDA 33188 Phone : (305)871-4530 . Fox (305)871 -1531 o--rsoll: 81100020joLoom E8-01306119 WALTER A TRW Jr. P.E. FLORIDA Lk. # 441137 ZOR ------- % le 0/.01.1111111 0080050050 VIEW Y PLAN DETAIL X 00.0.0.0.0.0.0" 1). 15.0. 0.0-0. 0.0 • 0.0.0 • 0. END CONNECT ON -DETAIL 0 • SEE UM ATIONS OF USE 08 BLADE 1A ON SHEET 28 ci OROOR CI) OR 0 ORC$OR ORCO FLORIDA BUILDING CODE BI.h Velocit Hurricane Zon( 0 2011 EASTERN MorAl. SUPPLY, INC. ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, Ft, 33189 Phone: (305)493-4386 . Fax: (305)875-8206 BERTHA HVT' Acpordion Shutter System DESCRIPTION DATE DRAWN BY: MAY. 088.210 OLD 08-003 03/01/11 DATE: 03/01/11 DRAWING No 1 1 -019_ SHEET 20 OF. 28 NOD__ HYA SEE END CONNECTION DETAILS ON SHEET 24 TYP. FULL HEIGHT. 0 OR 00R a t OOR UNLIMMID Wmal TYPICAL H-V BLADE SHUTTER ELEVATION N.T.S. * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1;. ONE 3 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEA DUTY SYMMETRICAL CENTERMATES, OR 32 +Q AND AT ANY ELEVATION. 34 H.D. LOCK. MAY BE USED AS INSIDE" OR OUTSIDE LOCK, ATTACHED HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" LONG FLA HEAD S.S. M.S. LOCKING RODS 05 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2: LOCATION OF ( ;-:t LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTi'ER SPANS UP TO 105 ". 3 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. PRODUCT REVISED as complying with the Florida Building Code Acceptance Na - b•t)8 on Date 0/6 MIAMI -DADE COUNTY Vl /p1Y..p../N% /TtNC.\ TIWT TESTING & ENGINEERING COMPANY '6355 N.W. 303h. 8t., Ste. 306, 5180 V OARDEN0, FLORIDA 33160 Phone : (306)871 -1830 . Fax : (305)871 -1531 e-ma6: t6teoo@oo1com Ea- 0006719 WALTER A TILLIT Jr. P.E. FLORIDA 1.16. # 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone ATLAS HURRICANE SHUTTERS (ASSA # 323) 281 N.W. 171 STREET MIAMI, Fl.. 33169 Phone: (305)493 -4388 . Fax: (305)875 -6208 1B 2011 EASTERN METAL SUPPLY, INC. BERTHA HV'' Accordion Shut)er System REV.No DESCRIPTION OLD Oa -003 DATE DRAWN BY: M.O.V. 03/01/11 DATE: 03/01/11 2 3 4 DRAWING No 1 1 —01 9 6 6 SHEET 21 OF 28 CONCRETE ANCHORS SHEET 28) ULE ON. 1/4 "0- 20x3 /4' s,S, CHINE SC USING 1/4" -20 NUTS 0 6° O.C. POURED CONCRETE 1° REQUIRED MIn. ® HD WALL HEADER INSTALLATION POURED CONCRETE WALL REQ'D. NCRETE ANCHORS (sEE SCHEDULE ON SHEET 28) 1/4 "0- 20x3/4° S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 ° -20 NUTS ® 8" O:C. 0 4-ID WALL SILL INSTALLATION NOTE FOR COMBINATION OF SFOTIONS: 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY. 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 28) EDGE OF APPU ABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE 08 SHEET 20) ® HD CEILING INSTALLATION MX SEPARATION TO MASS �(2*E MASS S ON SHEET ) EXISTING —4 GLASS OPTIONAL 8 #14x3/4° HEX HEAD TEK SCREWS IP 3° Q.C. OR 1/4°0-20 S.S. W/ NUT 0! 3° O.C. Tommy zA AIVAIWAINCIWAPA POURED CONCRETE REQUIRED RAINGUARD INSTALLATION * E. D. m EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 28) EXISTING GLASS MIN. SEPARATION EE SHEET' SCHEDULE CONCRRED ETE REQUIRED EDGE OF 1F APPLICABLE RAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 28) 0 HD TRENCH INSTALLATION EDGE OF SLAB IF APPLICABLE EXISTING 14x3/4" HEX WASHER HEAD TEK SCREWS ® 8° 0.0. ®+ 0 EDGE OF SLAB IF APPLICABLE POURED REQUIRED ExisnNR GLASS 1 MIN. SEPARATION 10 GLASS 1(SEE SCHEDULE ON SHEET 28) I ALTERNATE ANCHOR LOCATION N07TFEMMES --'� (SEE SCHEME MD ON •(AFAA // �iT�I)'I a POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 28) HD WALK —OVER INSTALLATION 14x3/4" HEX WASHER FAD TEK SCREWS t4 8° O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 28) E. MINTE111111111 CO HD FLOOR INSTALLATIOrt INSTALLATION DETAILS W/ (2) HV BLADE SCALE: 3/8 " =1" EDGE OF STAB IF APPLCABLE FLORIDA .BUILDING CODE (High Veiocity Hurricarre Zone: PRODUCT RIIVISED as complying with tb0 Ptorida Building Code. Accaptaoe No p j 7 nBxpiattonDate�o/ 6 lbBy D i MIAMI -DADE COUNTY `` 71itEJNC.\ 'i1LLIT TESTING & ENGINEERING COMPANY Zama N.W. 3851. Si.. Ste, 305, 5010005 GARDENS, FLORIDA 33188 Phone (305)871 -1530 . Fax : (305)871 -1531 a -ma0: tilteoo®aof.00m E8- 0005710 WALTER A 114,117 Jr. P.E. FLORIDA Uc. # 44167 PL.* /114111 /11TH ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4366 . Fax: (305)675 -6206 (� 2011 EASTERN, METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System RUM* DESCRIPYION DATE -DRAWN BY: M.C.Y. 1 OLD 08 -003 03/01/11 DATE: 03/01/11 2 DRAWING No 3 4 11 -019 6 6 SHEET 22 OF 28 4 SEE END WALL CONNECTION DETAILS ON SHEET 24 17--- EXISTING GLASS 0°R ®"0 +IOOR + OR® ® L \ OUT IN * SEE NOTES ON LOCKING RODS ( 6 & HD ® LOCKS ON SHEET 21 DUSTING GLASS INSTALLATION HV BLADE SEE END WALL CONNECTION pETAILS ON SH ET 24 2'2x1/8'x0'-2 " (6063 -T8 ALLOY) ALUM. ANGLE W/ 2 1/4"O TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM & (4) #14x1/2' S.M.S. TO TUBE AT EACH ANGLE. (IYP) #14 x 3 /4 °- S.M.S. ® 12' OR. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) (4) H.V. PINS (TYP.) IN B 1/2° 1/ (4) H.V. PINS (TYP. I■, maimumniam =El ki-iik=21:111= II:=17441111111111 ,■li>r11■1ar1, \] 0 OR.32 0-0-0,0- 0+131.e.© HVA —HDA rEXISTING GLASS MW. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) IN i w ®i ( oFnoVB —HOB SYMMETRICAL HD CENTERMATES W/ 0" LOCK (EXTERIOR) (oFnoMA*i.) HVC—HDC SYMMETRICAL HD CENTERMATES W/ 0* LOCK (INTERIOR) OUT (y) OR +C$OR`s✓ �OR OUT HVD —HDD ax �0REVISED Florida Building Accoponex NO-‘6,41j14228 , DSteu 0/6 ..a••.•_'uct0Ontral MIAMI -DADE COUNTY Li POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED \sE m7ot A 7 Nss. IL E-C �p INC. HVE —HDE ,�grr * TIUJT TESTING & ENGINt:ERING COMPANY F '8355 811.. 36th St, Sta. 308, VRGNU GARDENS, FLORIDA 33186 - owl) ` Q` Phone : (305.11371-1630 : t 6te c. o P&L: : c om 30 8871 -1631 . C?``` WALTER A TW1 3r. P.E RE 4 rl FLORIDA Uo. 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone ATLAS HURRICANE _SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4368 . Fax: (305)675 -6205 U 2011 EASTERN METAL SUPPLY, INC. BERTHA HY' accordion Shutter System COTE DRAWN BY: M.O.Y. 03/01/11 DATE: 03/01/11 2 DRAWING No 11 -019 REY.88 - . DESCRIPTION 1 OLD O8 -003 3 4 5 23 OF 28 (LOCATE AT ?a EITHJO SIDE �LJ OF5 ) 1/2" MIN #14x1/2" S.M. ® 16" O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 3 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) —OMMEM t�.170R ®OR 0 +10' L©+030R03+0 END CONNEC ION DETAIL 0 �-- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /—EXISTING GLASS 7 1/183x3 MAX. (8083 –T8) COM.'•j °�� ALUM. CLOSER PLATE. (_LOCATE 1/2° AT EITHER SIDE MIN, I, OF ®) #14x1/2" S.M. 0 18° 0.0. SEE DETAIL X FOR SIDE CONNECTION • TO TRACKS POURED CONCRETE OR _CONCRETE BLOCK WALL REQUIRED z---EXISTING GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) END CONNE -CTION ETAIL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) SEE DETAIL X FO SIDE CONNECTION TO TRACKS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED triimmit h �ii.� J[` \ EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) •.URED CONCRETE OR CONCRETE - BLOCK WALL REQUIRED 2" MIN EXISTING GLASS 1/2° 7 MIN. SEPARATIOI TO GLASS (SEE SCHEDULE ON SHEET 25) *USE 1" OR 2° MAX. (AS AWPUCAR l EM2"x 8 N0• -2" ALUMINUM (6063 -18 ALLOY) AT MID GHT (1) #14x1/2" S.M.S. TO & (2)1/4 "4 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ®) SEE DETAIL X FO SIDE CONNECTION TO TRACKS ©R ®OR @ +OOR O +( /J6R�$ ORO + ©OR END CONNECTION DETAIL ® END CONNECTION DETAIL 03 CONCRETE ANCHOR 12° 0.0. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ,/2" MIN. restimi auwamm GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) OM 1. 0 O + �JGa \�/ +® END CONNECTION DETAIL ®® R ®OR� + © -C 0 + END CONNECTION DETAIL: ® • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" RC$ PLAN VIEW Y DETAIL X END LNSTALLATION Q2 HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. nO ORO FLORIDA BUILDING CODE .(High -Velocity Hurricane Zone PRODUCT REVISED es complying with the Florida Acceptaance Code 0 Datel�li Ll MI D::r • .r, . ct Control MIAMI –DADE COUNTY • �QRIO? '• eck` /1itlioIN\ c. TILUT TESTING & .ENGINEERING COMPANY 8306 e.W. 36td. S1., Ste. 308, W 1NA GARDENS, FLORIDA 33186 Phone : (308)871 -1830 . Fax : (305)871 -1831 e –moth tfteoo8a*Loom ES- 0008715 WALTQt A TILUT Jr. P.E. FLORIDA Uo. # 44187 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33169 Phone: (305)493 -4388 . Fax: (305)675 -6208 © 2011 EASTERN METAL SUPPLY INC. BERTHA HV TM Accordion Shytter System ,2 DRAWN BY: M.C.V. 03/01/11 RATE: 03/01/11 2 DRAWING No 11 -01-9- REV.No D€SCAIPTION OLD 08 -003 SHEET 24 OF 28 INSTALLATIONS .11 MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.) 'I W/ _L1:1,,;1_ 31 OR@, &NO 35 + W / ONE HD43)L LOCKING -*DS MAXIMUM DESIGN LOAD (PILO (+ OR POURED CONCRETE INSTALIATIONS ALL MOUNTING CONDRIONS L4 (R) L- (ft) 30 OR LESS 15' -5" 18•-0" 35 • 14' -10° 18' -O" 49 14' -4" • 17' -10" 45 13' -11° 17' -6° 50 13'.•8° 17'-0" 55 13' -3" 18' -10" 60 12' -Il" 16' -2" 65 12' -8" 15' -6" 70 12' -6° 14' -11" 75 12' -3° 14' -5" 80 12'-0" 14' -0" 85 11' -10" 13' -7" 80: 11' -6" 13' -2° 95 11' -3" 12' -10" 100 10' -8" 12' -6" 105 10'-O" 12'-2» 110 9' -6" 11' -11" 115 9' -1" 11'-.8" 120 8' -8" 11' -5" 125 - 11' -2° 130 - 10' -11" 135 - 10' -9" 140 - 10' -6" 145 - • 10'-4" 150 - 10' -2" 155 - 10'-0" 180 - 9' -10" 186 - 9' -9° 170 - 9' -7° 775 - 9' -5" 180 - 9' -4" 185 - 9' -2" 190 - 9' -0° -. 195 - 8' -9° * NOTES. (1) LL+: AXIMUMLALLOWABLE SPAN FOR A GIVEN L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE :MINIMUM DETERMINED SPAN BETWEEN "L +" AND "1- ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONSJ14 BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE U += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1.2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE LI -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 12 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN `115", "13 + ", "Lt -' AND °L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. (2� HV BLADE ONLY MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 ". INSTALLATION LEGEND SDOSTPAIE POURED CONCRETE MOUNTINGS (SHEET 22) -WALL MOUNTING AA & EE FLOOR / CEILING BB, CC, DD, MOUNTING FF & GO FLORIDA BUILDING CODE (High Velocity Hurricane Zont PRODUCT REVISED as complying with the Florida Building Code AcoopmnceNo -O-/. o$ eaten .�J1 ct Controt o4 MIAMI -DADE 000NIY (). `v.-- OCENS Arpi,sgt4AA. �tata ILFE C O iNC. TILUT TESTING & ENGINEERING COMPANY 8185 N.W. 36th. 5t" Ste. 306, VIRGINIA GARDENS, &O REM 33166 Phone : (30871 -1830 . Fax : (305)871-1531 0- 11:319 t9teco®aoLoom EB- 0006714 WALTER A TILLS Jr. P.E. FLORIDA U0. # 44167 ATLAS HURRICANE SH- UTTIERS -(ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Pho85: (305)493 -4386 . Fox (305)875 -6206 IS 2011 EASTERN METAL SUPPLY, INC. BERTHA NV' Accordion Shutter System, REV.No DE50051ION DATE DRAWN 59 M.01,. DATE: 03/01/11 OLD 08 -003 03/01/11 2 3 DRAWING No 11 -019 SHEET 25 OF 28 ANCHORS SPACING LEGEND MAXIMUM ANCHOR* SPACING (in) SCHEDU FORA GIVEN MAX. SHUTTER PAN. MAXIMUM DESIGN LOAD AND A 1/4 "e TAPCON 5/18 "o TAPCON XL CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS MAXIMUM SPAN (ft) POURED CONCRETE ALL MOUNTINGS M THRU GG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSIiVE AND NEGATIVE LOADS 50 OR LESS >50 TO* 90 >90 TO 120 >120 TO 160 >160 TO 195 8' -9" OR LESS 8" 4 1/2" 3 1/2" — — 12" 8" 6" 4" 3 3/4" >8' -9" UP TO 12' -1" - 6" 3 1/2" 3" $ — — 10" 6" 4" 4" — >12' -1" UP TO 18' -0" 4" 3 1/2" — — — 7 1/2" 5 1/2" 4" — — NOTE. VALID ONLY FOR UP TO 10' -0° SPAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POUR D CONCRETE SUBSTRATE (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCRETE: (Min. f'c m 3192 pal) — 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4 ". A.2) TO EXISTING POURED CONCRETE: (Min. f'c = 2899 pal) — 5/16 "0 TAPCON XL ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. MINIMUM EMBEDMENT INTO POURED CONCRETE OF 5/18" 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 LANG ENOUGH TO 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 ALL 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 VALID FOR 3" EDGE DISTANCE FOR 1/4 "• TAPCON AND 3 5/8" EDGE DISTANCE FOR 5/18 "4 TAPCON XL. 0 HV BLADE ONLY FLORIDA BUILDING CODE (High Velocity Hurricane Zone PRODUCT REVISED as coundyIng with the Florida Building Code Accoptame No — O .O. Bxpirg thin . nate 1 41 MIAMI —DADE COUNTY „0, ``'•c RfA./ r "' ,„ • 73 c1'`,,t atz- QRIOP `, a Eni 1 1k. IL ECO1Nc. TILLTT TESTING & ENGINEERING COMPANY 8385 N.W. 3612. SL, Ste. 305, VIRGINIA ORDERS, FLORIDA 33180 Phone t (305)871 -183D . Fax : (305}871 -1631 e —maS: tlReoomaol.eom ER- 0006719 WALTER A TELET Jr. F.E. FLORIDA Do. @ 44167 ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL 33169 Phone: (305)493 -4368 . Fax: (305)675 -6206 ® 2011 EASTERN METAL SUPPLY, INC. BERTHA-MTh Accordion Shutter - System •a•No 1 2 DESCRIPTION OLD 08 -003 3 4 DATE DRAWN 55 M.C.Y. 03/01/11 DATE: 03/01/11 DRAWING NO 1 1 —01 9 5 SHEET 26 OF 28 .0625" SECTION X —X HY WINDOW BLADE BLADE'S KNUC1 E .1875" SCALE: 1" = 1" HY WINDOW f 5 3/4" ON CENTERS 2 7/8" MIN. CLEAR SEPARATION BETWEEN BLADE 01' NING'S f 2 1/4° CLEAR BETWEEN SECTION Y —Y SCALE: 1" = 1" SCALE: 3/8 " =1" Florida PRODUCT REVISED oe amply* with the Building Code Acceptance N a - 0 0 , Date TL..;.ii MIAMI-DADE COUNTY EXTERIOR ELEVATION SCALE: 1" = 1 " POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, _UV—STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "r ON SHEET 28). POLYCARBONATE SOURCES FOR e APPUCABLE RESULT -TYPICAL PROPERTIES STANDARD BAYER SAO 100081030 REFERENCE MA,ERtu. / MICE PUis80 11.0d1A31003N 3103 IEWIR 103 5E31 PHYSICAL• SPECIFIC GRAVITY ASTM 10792 - 0.043 1b /In° 0.043 lb /In - MErH_ l' TENSILE YIEL3} STRENGTH ASTM D838 9,400 p.s.i. 9,500 p.aJ. FLEXURAL STRENGTH AT YIELD ASTM- 0790 12,500 .p.e.I. 13,400 p.e.I. FLEXURAL MODULUS - ASTM 10790 340,000 p.8.1. 345,000. p.s.I. IMPACT; NOTCHED IZOD ASTM D256 18 FT -lb /In 17 FT -Ib /In EIRE BURNING CHARACTERISTICS: SMOKE DENSITY ASTM D2843 47.2 % 84.5 % MAX RATE OF BURNING ASTM D635 C-1 CLASS 0 -1 CLASS SELF IGNITION ASTM D1929 1040 'F 980 'F WEATHERING: ASTM 0155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 p.e.L 8840 p.s.l. TENSILE STRESS BEFORE WEATHERING ASTM 638 8481 p.s.L. 8880 p.a.I. TYPICAL HV WINDOW BLADE 3 AND POLYCARBONATE HV WI NDOW DETAI L FLORIDA BUILDING CODE (High Velocity Hurricane -Zone '� ?,'• c ivS;qy • , ATLAS /1to1.\. HU RRICANE • SHUTTERS TIWT TESTING & ENGINEERING COMPANY.' . , ' , * s355 N.W. 38th. 6L, Ste. 308. MOM GARDENS, FL08100 33166 �.`: Phone : (303)671 -1030 . -Fax (305)871 -1631 (ASSA # 323) 1y a -0101 tllteao®ooLeom 251 N.W. 171 STREET iBc s .,• ..... P•..• �T40 WALTER AO WT 4r. P.E. MIAMI, FL 33169 sirr. -. xt DA Uc # 44167 Phone: (305)493 -4366 . Fax: (305)675 -6208 P f�/ /ul/tN1110.,0t 0 2011 EASTERN METAL SUPPLY, INC. BERTHA HIP • Accordio l Shutter System REV.No DESCRIPTION , DATE DRAWN BY: M.C.Y. 1 03.0 06 -003 03/81/11 DATES 03/01/11 2 DRAWING No 11 -019 4 6 SHEET 27 OF 28 TYP. FA. END MAX. 5 MEOWS ALLOWED AT HY • WINDOW BLADE SEE END CONNECTION DETAILS ON SHEET. 11 TYP. 'FJJLL' HEIGHT. - EXISTING GLASS SEE PLAN FOR REQUIREMENTS TYP TOP & 8081064 UNIANTED WIDTH ELEVATION 0 / CENTERMATES Q ®�•.:.,S ', / W/OJ (SEE NEE 4 ABOVE) ~ _ ••. �'•'' PLAN MN SLdMAATIQN TO STABS -(SEE SCHEDULE AND ON SHEET � FOlO 1> CU & fa@ • 413KId.c I, -,I_1• -:P 441•leeL. • F 2'C ()HV BLADE ACCORDON_SH UNISON WITH HV WINDOW BLADE WORKING IN, 1. MAX. DESIGN PRESSURE RA7180: +110. - 110 p.a.T. 2. MAX. SHUTTER SPAN: 981. 3. ALLOWED MOUNTINGS: A, 0, 0 & H ON SHEETS 8, 7; AS WED. AS MOUNTINGS M, 0, T, U & W ON SHEETS 18 & 18. 0?!R. ED INf BE INCLUDE) ' OR AT EXTERIOR UT. INCASE O OPP 0 OF • 5. (A) HV WINDOW BLADE ® SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (310 HOLES) FOR ® PER BLADE AT SPACINGS SHOWN ON SHEET 27. (B) MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE 6) OF ANY 3°e HOLE FOR ® SHALL BE 12". („2 MET B'REI� BLADE COMING CUT FROM STARTERS AT ENDS MAY BE HV DOW (0) HV WINDOW BLADE 1! MUST BE USED ALTERNATE TO A SOLID HV BLADE 1® THROUGHOUT SHUTTER'S WIDTH. BLADE 9 ATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID ITV (F) POLYCARBONATE >40 WINDOW 44 SHALL BE INSTALLED SO' TABS FACE E INTERIOR OF THE OPENING PROTECTED. HV WINDOW MUST BE MY INSTALLED AND LOCKED USING A ITV SETTING TOOL PROVID BY ASSA, INC. 8. SEE ANCHOR SPACE() SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 18, AS WAITED BY SPAN AND DESIGN LOAD (SEE NOTES ' 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHFro6E FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 & 14 AS (M8ED BY SPAN AND DESIGN LOAD (SEE NO7FS 1 & 2 ABOVE). 8. MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS 9e' Max. 5" ALTERNATE ALTERNATE„opRolvo CEEERMATES ale W/ ( &EXTERIOR ONLY AND W/ t# OR 40 ($EE .NOTE 4 ABOVE) TYPICAL C1) H-V BLADE WORKING IN UNISON WITH HV WINDOW BLADE 41-A SHUTTXR* N.T.S. 4% ti4 A. lii'1v ..'• V�CENgF a4 C PRODUCT REVISED as complying with the Florida AB p*anceeNo }, o3 9 o[ Dale _ et Control MIAMI -DADE COUNTY • i; �'�• •'ODRIDP .��, • 1441;uvuvvvNrtt / oreaa J"Ll ■ • FLORIDA BUILDING CODE (High Velaci Hurricane Zone /1tZNC.\ TILLUT TESTING & ENGINEERING COMPANY 6365 N.W. 38th. St., Ste. 308, VIRGINIA GA85842, RORIDA 33186 Phone : 005)871-1030 . Fox : (308)871 -1531 o-mat4 tfteoodaoLcom LD- 0008719 WALTER A 111.1>T Jr. P.E. FLORIDA Llc. $ 44167 ATLAS HURRICANE. SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI, FL -33169 Phone: (305)493 -4366 . Pam (305)675 -8205 Y� 2011 EASTERN METAL SUPPLY, INC. BERTHA HAP Accordion Shutter Sys'pm V.No 8. 3 4 DESCRIPTION OLD 08 -003 DATE DRAWN 8Y: 03/01 /11 DATE: D3 /01/11 DRAWING No 11 -019 8 8 SHEET 28 OF 28 , 00 REQUIRED MINIMUM Tx 1 1/2"x 0.036" THICK Min. AM A -653 GRADE 40 I Min. 0-60 GALV. STEEL w METAL SUDS. AT 18` O.C. 111111111,111111,111 10 — - Iinj, ta REQUIRED MINIMUM 1 3/45s 6 1/45, 0.035' THICK Min. CO NT. OALV. STEEL TRACK CHANNEL, ASTM A -883 GRADE 40 Mtn. 0 -60 GALVANIZED FASTENED TO STUDS W/ (2) 48x1/2" TEK SCREWS ON 04TERIO6 & EXTERIOR FACE In. 0 8. O.C. EXISTING CLASS ^+ _REQUIRED MINIMUM 1 3/4x 8 1/4°x 0.038° THICK Mini CONT. OALV. STEEL. TRACK CHANNEL, I ASTH A -889 GRADE 40 Min. 6 -50 I w// � 1 /��TE16 806EW6ON `INTERIOR & EXTERIOR FACE REQUIRED MINIMUM 8°x 1 1 /2"x 0.035" THICK Min. ASTM A -853 GRADE 40 Mtn. 0-80 OALV. STEEL METAL STUDS. AT A 18" 0.0. ® 8° 0.0 1/2" • INSTALLATIONS W/ 10 HV BLADE & HV CENTERMATES 1 INTO METAL STUD WALLS * ® 8' O.C.n EXISTING FINISH AS APPUCABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE) e .475" tl O EXISTING FINISH AS APPLICABLE (TYP.) • • ® 8" O.C. ` Min. 1 8" 0.C. deb ' Pre"11141119,410 1/2° QENERAL UNLIT TIONS AND CONDITIQNS OF USE FOR BERTHA (1,} HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. DESIGN PRESSURE RATING: +75, — 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4, ONLY 5 2I' MATE W/ 24 HV LOCK ARE ALLOWED WITH ® ARR GED N A METRICAL LAYOUT. USE 0" (2) 35 (6° LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. ** BLADE SLACK DETAIL HVF 15 VALID FOR CENTERMATE 21 APPLICATION WITH BLADE Q 9 6 O.C. } WALL' HEADER /SILL INSTALLATION dl L ZEXISTING GLASS .SYM M ETRYCAL CENTERMATES W/ .I INTERIOR ACCESS SIDE : `; SEPARATION TO GLASS SCHEDULE MAX. SHUTTER MINIMUM SPAN L (in) SEPARATION TO GLASS 84" OR LESS 3 1/4» EXISTING FINISH AS APPLICABLE (TYP. TOP & 80170M), SYM METRYCAL CENTERMATES W/ `:EXTERIOR ACCESS SIDE :083' :6`I i —12.000" Max. r- RL 1 1/4"o NOMINAL ALUMINUM SLEEVE 6063 —T5 ALLOY 3.000 Max. ' ///11111111 /1/1 /1 1st /fil / /Il;i7 43a LENGTH + 1° 1/ "0 -20X3" BOL MUST PENETRATE ED 1" .250 1r.373' - 1/4 "0 -20 THREADS 0 1/4"0 ELCO CONSTRUCTION PRODUCTS FAB —LOK HD COMPONENTS SCALE 3/8 "= 1° 1 3 4x 6 1/4 "x 0.035" THICK Min. ' «.. . AALV. STEEL TRACK CHANNEL, ASTM A -853 GRADE 40 Min. 0 -80 AALVANIZEO FASTENED. TO STUDS W/ (2) #8x1/2" TEK SCREWS ON INTERIOR & EXTERIOR FACE BEEEreli assemassisellessamelEEIE (Cont.) HVA 3 1/4" (Ty .) 8 1/2° (Typ ) 7. (6° Mtn.) 0 E M I E E R E M E E M B E ■ L 0 • HVC MRODUCTREvISI D os complying with the Florida Building Cade AccetaeuccNa O ?tT O8 a �a — 6f By Co MIAMI —DADE COUNT( /iTD'co..\ TILLIT TESTING tle ENGINEERING COMPANY 5358 N.W. 385s. St, Ste. 305. VIRGINIA GARDENS. FLORIDA 33185 Phone : (308)871 -1830 . Foxe (305)871 -1831 e— map; Ultaoo84aokoom ES- 0008710 WALTER A TILLIT Jr. P.E. FLORIDA U0. # 44187 8 1/2" MAX. SLACK ** BLADE SLACK DETAIL HVP FLORIDA BUILDING CODE (High Velocity -Hurricane Zone CO 2011 EASTERN METAL SUPPLY, INC. LO .• ' AT HV HEADER/ ENDS VIEW Y SIDE CONNECTION TO TRACK ATLAS HURRICANE SHUTTERS (ASSA # 323) 251 N.W. 171 STREET MIAMI. FL 33169 Phone: (305)493 -4366 . Fax: (305)675 -8206 BERTHA HY' Accordion Shutter System REV.Ne DESCRIPTION DATE DRAWN BY: - M.C.V. 1 OLD 08-003 03/01/11 DATE 03/01/11 2 3 4 DRAWING No 11 -019 SHEET 28A OF 28