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WS-10-387 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 zoo� Inspection Number: INSP - 137605 Permit Number: WS -3 -10 -387 Scheduled Inspection Date: March 23, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Shutter Final Owner: SENTI, LIZETTE Work Classification: Shutters Job Address: 561 NE 106 Street Miami Shores, FL Phone Number Parcel Number 112231014014 Project: <NONE> Contractor: AC SHUTTERS AND AWNINGS INC Phone: 305- 799 -2068 Building Department Comments Inspector Comments Passed a/_- Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 22, 2010 For Inspections please call: (305)762 -4949 Page 4 of 11 3 3 11 1 Miami Shores Village eaaz 10050 N.E. 2nd Avenue ?� Miami Shores, FL 33138-0000,f � r � e Nyy Phone: (305)795 -2204 K y �N 4 1 'g ' f ' NY i,7 Zr �I Expiration: 09111201 3N' ,Y a 3•K, ffi n Project Address Parcel Number Applicant 561 106 Street 1122310140140 LIZETTE SENT[ Miami Shores, FL Block: Lot: Owner information Address Phone cell LIZETTE SENT] 561 106 Street MIAMI SHORES FL 33138 - Contractor(s) Phone Cell Phone Valuation: $ 3,8 14.00 AC SHUTTERS AND AWNI NGS INC 305 -799 -2068 Total Sq Feet: 246 Type of Work: ACCORDION SHUTTERS Available Inspections: No of Openings: 11 Inspection Type: Additional Info: BUILDING Shutter Final Classification: Residential Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Education Surcharge $0.80 Invoice # WS -10 -37256 Permit Fee $210.00 03/10/2010 Check #: 3060 $ 50.00 $ 178.40 Scanning Fee $12.00 03103/2010 Check #: 3061 $ 178.40 $ 0.00 Submittal Reversal Fee $0.00 Technology Fee $3.20 Total: $228A0 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated March 16, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 16, 2010 1 M kk Miami Shores Village Building Department BY." - ------------ f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.9972 BUILDING Permit No. (S 1 0 -� � � PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) Phone# Owner's A ress 6 / . tr y city j - -i State Zip Tenant/Lessee Name Phonc4 Job Address (where the work is being done) /ZV City Miami Shores Village County Miami-Dade zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name � C A. � IW- Phone # Contractor's gk Address 4 01 cit S zip Qualifier Name 7o e— Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone# Value of Work For this Permit $ Square Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 4 47ci Submittal Fe; $ 6C 1 Permit Fee $ cv-/() CCF $ J -4n CO /CC Notary $ Training/Education Fee $ 0 Technology Fee S Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due See Reverse side Banding 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 bas commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged \ W r Signature Signat=4� Owner r Contractor The foregoing instrument was acknowledged before me this ! The foregoing instrument was acknowledged before me this day of , 20,/,Led) o4Aj6 day of - 20 Aby Cd k --- d who is erson Ily k oa to me or who has produced. Tom— who s personally known tome or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ear 1d 0, Jr. n Sign: •• Sign: e e Pin 2 2��2 IM NAls2s Print: 4 ° °e'� r f� ® a•'� ppRONIVOTARY.com Mr My Commission Expiry "pe•'' My Co irRl��.rw : k[v�7 �,FY.canr APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) . OR Pk 27212 Ps 2532# Ups) Permit # Folio # RECORDED 03/1212010 14:24.1:9 HARVEY RUVINf C LERK OF COURT NOTICE OF COMMENCEMENT HIAHI—QADE CDONTYr FLORIDA LAST PAGE The undersigned hereby gives notice that improvement will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the following information Is provided In this Notice of Commencement: ,res specs resmw Wra<ader 1. Legal Description of Property: Lot Block Unit # Bldg #i- []Lengthy legal attached Al Subdivision / Condominium: ;d x Street Address if available: 2. General description of Improvement 3. a. Owner name and address: b. Interest In property: A— c . Name and address of fee simple titleholder (if other than Owner): 4, a. Contractor name and address:' �r b. Contractor's phone number. S. a. Surety name and address: b. Surety s phone number. c. Amount of bond: $ 6. a. Lender name and address: b. Lender's phone number. 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: b. Phone number. 6. a. In addition to himself or herself, the Owner designates ' t o receive a copy of L(enoi's Notice per Section 713.13(iXioL Florida b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement: (the ex*atio date is 1 y ar from the date of recording uniess a differerd date is specMed) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of +gfner(s) or Ownar(s)' thor Officer/Director/Partner/Manager By By Print Name AJS Q AP tin Name Title/Office Title/Office ',® �/ 6sJ // �� ' STATE OF FLORIDA ? A 114 COUNTY OF BROWARD ��,�////� The foregoing Instrument w acknowl gad before me this 7`�day of s By . & ��- ❑Individually,or ❑ IV for ersonally k o or ❑ produced the following type of Identilicatlor: o Signature of Notary Public: y Print Name ' a aa rsp �Iq : m (S C .1 ) � ''j 2 i DD7 �`�• .. DP1REa:JUi�.22." 012 VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES ry q + ° °o 4�, 1W.AA t,'MQTAiCt Under penalties of perjury, l declare that I have read the foregoing and v that the facts stated in it are true, to the best of my knowledge and ballet 0 DA COU"" C)F DARE �p COifq/d Signature(s) of Owners) or Owner(jf Authorized OHieer/Dire XddY, it py of N1� a~ cues O I HEREBY 7 TH ,rn Af �v rigirw WITNESS mY harm arld HARVEY RU N, CLE f FCOVS��' By of �t rerisea T.3 ii7 dde ' a Miami -Dade My Home Page 1 of 2 . ......... .... ... - E My Home MIAMI-DDADE � ..,. 4t - Show Me: _ . Property Information .-0 ; Legend Search By: Property Select Item .' Selected P.Pe►ty ® Text on IV Property/ Appraiser Tax Estimator Street Properly Appraiser Tax Highway Gomparison. � t Miami-Dade u Portability S.O.H. Calculator Water Summa Details: e�Ir F olio No.: 11- 2231 - 014&140 AL P roperty: 561 NE 106 ST w B M ailing DAVID BENJAMIN Add resw. ANGELA BENJAMIN 56 1 NE 106 ST MIAMI ORES FL 33 138- Information: mary Zone: 1000 SINGLE FAMILY RESIDENCE 0001 RESIDENTIAL - LUC: INGLE FAMILY' Beds/Baths: lours: in Units: Foote e: 1,722 Digital Orthophotography -2007 0 913fr of S)ze: 950 SQ FT ear Built 1949 52 41 31 52 42 PB 10 7 AMD PL MIAMI _ M y Ho ..__ I Propery Info -Tno#M I Pm_p"ly Taxes HOREB SEC 5 E1/2 I My Wahborhood I PropertyAApnsl� egal OT 20 & LOT 21 B De scription: 109 LOT SIZE 75.000 X Home I UssIm Our She 1 About I Phone Directory 1 P 1 Discia l 122 OR 21187 -4776 03 3 1 OR 26788 -3531 901 Assessment Information: If you experience technical difficulties with the Property Information application, ear: 2009 2008 or wish to send us your comments, questions or suggestions nd Value: $156,329 $215,321 please email us at Webmmister Indio Value: $177,300 179,431 aritet Value: $333,629 1$394,7 5 sassed Value: $267169 ,90 Web Site Exemption Information: @ 2002 Miami -Dade County. Mar: 1 2009 1 2008 All rights reserved. ameste ®: 1 $25,000 1 $25,000 d _H m s ea YES I YES Taxable Value Information: Y aw: 2009 z= Applied Applied T axing Authority: Exemption/ Exemptiont Taxabie Taxable Value: Value: R egional: $50,0001 $50,0001 $217,169 $216,903 unty: `$50,000/ $50,000/ $217,169 $216 'Ity $50,000/ $50,000/ $217169 69 $216 903 Sc hool Board: $25,000/ $25,000/ $242J69 $241,903 Celn I,si�rmefi...s• http:// gisims2. miatnidade .gov /myhome,/propmap.asp 2/24/2010 P ` M.A R 10 79 0 1 C P, CD r/LR4 T DCV II- E x Miami Shores Village 2-- APPROVED BY DATE { ZONING DEPT "7 57 BLDG DEPT �� V SUBJECT io CCMPLIANCE WITH ALL FEDERAL ® ✓�' ,C � STATE AND C( UN Y RULES AND REGULATIONS Lfo 7S FLORIDA BUILDING CODE 200 - ASCE/SE! 7- WIND LOAD TABLES -140 146, 150 mph - Exposure C - Enclosed Building with.mean roof height les an or equal than 60 Feet WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 140 MPH VELOCITY 146 MPH VELOCITY 150 MPH VELOCITY Building Roof Slope less than Roof Slope greater Building Roof Slope less than R pe greater B�;�a; Roof Slope less than Roof Slope greater of Slo Height 10 degrees than 10 degrees Height 10 degrees han 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 z4 &z5 z4 z5 z4 & z5 K53.5 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 0 -15 42.5 46.1 56.7 46.5 62.2 0 -15 44.9 48.6 59.8 49'.0 53.2 65.7 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 -20 45.2 48.9 60.2 49.4 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 45.2 49.0 60.3 , 49.4 53.6 66.2 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 48.1 52.1 64.1 52.5 57.0 70.3 31-40 52.3 56.6 69.7 57.1 62.0 76.5 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 1 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 .51 -60 52.4 56.7 69.8 57.2 62.0 76.6 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 LOCATION BR ❑WARD COUNTY, PALM BEACH AND MIAMI -DADE COUNTY M❑NROE COUNTY EXAMPLE OTHER COUNTIES GENERAL NOTES: „ 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING t • L / Y •J C 0. r/iC. Roof Slape (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TOA SPECIFIC PROJECT. THE CONTRACTOR MUST 4 PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE f< Engineering Services - CA 8116 VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. IZ THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART Z51 Z4 1 6971 W. SUNRISE BLVD. 104 BASED ON ASCE 7 -05 PUBLICATION. I Z4 I �a PLANTATION - FLORIDA 33313 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC Iz5Z51 <h� Tel: (954) 585-0304 Fax (954) 585 0305 RD EVALUATION IS REQUIRED BY THE CITY OFFICIALS. I I MEAN ' E -mail: Engco@AOL.com 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) a�a� �j/ p v- 1. 4 1 1 , 5- EXPOSURE C (Section 6 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an Impact resistant covering. (Section 6.5.9 - Internal pressure GCpl =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1 - (Section 6.5,7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd =.85 (Section 65.4.4 -Wind Directionality Factor) a <= BW X 0.1 Or a <= h X 0.4 1 - EDGE STRIP (a): e smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the B mlst e less than 11 SEP 2 2009 larger of 4% of the least horizontal dimension or 3 ft. a = 3 feet or a= 0.04 x BW PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/12/2009 A NU AMA"WGS TTERS INC# J A LA 4 ccordion Shutters *Storm Shutters •Bahama Shutters ■Roll -ups Aluminum Awnings•Canvas Awnings ■Retractable Awnings■Aluminum Roofs Screen Patios and Repairs Date: 3 /(� To: J /W /"l This is to notify you that AC SHUTTERS AND AWNINGS,INC. are the Dade County Notice of Acceptance holder for Assa/Bertha HV Accordian Shutter under # 07- 0214..04 This letter authorizes AC SHUTTERS AND AWNINGS to use the above named product at the following job site: Since! °J Armand R. Colon President 9811 NW 80TH AVE. SUITE 7 -V HIALAEH GARDENS. FL. 33016 4FFICF 3n5- 7QQ -9 nRR Fax • 'An8;.Rfi7_7A7- MIAML•DADE MIAMI -DADS COUNTY, FLORIDA.._. _... _ IviETR.O -DADS FLAGLER BUII,DDIG BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FIAA.GLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION NEAK FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2.908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lyov AC Shutters and Awnings, Inc. 9811 N.W. - 80 th Avenue, Suite 7 V & W - Hialeah Gardens, Florida 33016 SCOPE: This NO:A. s being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA. shall not be valid after the expiration date stated below. The Miami -Dade County Product- Control Division (7n Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes_ If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or •m..i- c+..;.al '� f'� '!)'jPo� P ..a.lY T '!'1^ ,. ..•�-Y_ ; ^ l� � .=-1' Y '� 7�... �. •• 4 � 6 This product is approved scribed herein, and has been ed to comply with the High Velocity Hurricane Zone of the Flori ding Code. DESCRIl'TI " Bertha RV " Aluminum Accordion Shutter APPROVAL Drawing No. 07 -017, titled " Bertha HV Accordion Shutter System ' ; sheets 1 through 26 of 26, prepay eco, Inc., dated February 06, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on February 07, 2007 bearing the Miam1- ounty Product Control Revision stamp with the Notice of - Acceptance number and expiration date by the Mi ade County Product Control Division MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this N'OA 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 tenn.kate 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 NOA # 05- 1220.15 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. _`~°' OA No 07- 14.04 (xp:irafton Date: 02/23/2011 l Date: 04/09/200 g / / s AC- .Shutters and Awnings, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED L EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1220.15 A. DRAWINGS: -- -- - - - - -- 1 _ - - - Drawing No. 05 -372, titled "ASSA / Mid -Rise Beftha.Accordion Shutter'; shee I through 9 of 9, and sheet IA of 9, prepared by Tilteco, Inc., dated December-01. 2005, signed and sealed by Walter A. Tillit Jr., P.E. B. - TESTS: 1. See Association's generic approval under 05 -0236. C. CALCULATIONS: 1. See Association's generic approval under 05 -0236 - D. QUALITY ASSURANCE I. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: ' See Association's generic: approval under 05 -U23v. - F. STATEMENTS - 1. Release letter issued by the American Shutter Systems Association, Inc., dated December .01, 2005, certifying this product to meet the criteria of product tested and approved, and allowing AC Shutters and Awnings, Inc. to use the test results approved under Dade County Approval No. 05 -0236, signed by Ms. Legny Santana. 2. Acknowledgment letter by AC Shutters and Awnings, Inc., dated December 12, 2005, signed by Mr. Armando Colon, 3. Letter by Tilteco Inc., dated December 09, 2005, certifying that the drawing (No. 05 -372) prepared for AC Shutters and Awnings, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -139). 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07 -017, titled " Bertha HV Accordion Shutter System ", sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated February 06, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on February 07, 2007. elxny A. Makar, P. E., M.S. Product Control Examiner NOA No 07 -0214.04 Expiration Date: 02/23/2011 Approval Date: 04 /09/2007 E -X AC Shutters and Awvnines, Inc: NOTICE OF ACCEPTANCE: EVIDENCE SUBN=ED B. TESTS: 1. See Association's generic approval under 06 -0130. C. CALCULATIONS: - 1. See Association's generic approval under 06 -0130. D. QUALITY CONTROL 1. By Miami -Dade County Building Code Compliance Office. E. MATER CERTIFICATION: 1. See Association's generic approval under 06 -0130. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated .February 05, 2 00 7, certifying this product to meet the criteria o f product tested and approved and allowing AC Shutters and Awnings, Inc. to use the test results approved under Miami -Dade County Approval No. 06 -0130, signed by Ms. Legny Santana. 2. Acknowledgment letter by AC Shutters and Awnings, Inc. dated January 24, 2007, signed by Mr. Armando Colon. 3. Letter by Tilteco Inc., dated February 07, 2007, certifying that the drawing (No. 07- 017) prepared for AC Shutters and Awnings, Inc., signed and sealed by Mr. Walter A: Twit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -363). 4. Acceptance Letter issued to Mr. Armando Colon on April 08, 2007 and returned - signed , by Mr. Armando Colon on April 09, 2007, who confirmed to issue the proposed Notice ofAcceptance as presented and reviewed. elmy A. Makar, P. E., M.S. Product Control Examiner NOA No 07- 0214.04 Expiration Date: 02123/2011 Approval Date: 04/0912007 E -2 t 3 OENER-AL N-OTES 1. BERTHA-H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE - 2004 EDITION - OF THE FLORIDA BUILDING CODE WITH THE 2005 SUPPLEWENTS. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER. TO VERIFY THAT ANCHORS ON THIS P.A.D. AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: —HV BLADE T #0214.01 -03, #0715.01 -03„ #1004.01 -05, #1214.01 -05 AND 0317.02 -06 AS- PER TAS -201, TAS -202 AND TAS -203 PROTOCOLS TABLE OF CONTENTS — HV BLADE #0422:01 - 05 AS PER TAS - 201, TAS - 202 AND TAS - 203 PROTOCOLS, 2. HV BLADE (1) AND HV BLADE AR E ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE -4. EACH - WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7-02 STANDARD. ALL. MOUNTING =NUR AND FASTENER TYPES SCHEDULES AREA 1 : W BLADES & MUST BE APPLIED 70. 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 - COMPONEN.TS FOR Hb BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDk' REGISTERED ENGINEER OR GENERAL NOTES. _ SHEET 1 ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -02 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS: APPLIED FOR. -- - - - SYSTEM COMPONENTS. 1 -20 SHEET 2 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR -DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND If 14X1.75 RESPECTIVELY, SYSTEM COMPONENTS: 21 -37 SHEET 3 - 41O —ITT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH` PINS SHALL `BE COATED WITH BERTHA HV DACROSHIELD COATING TYPICAL SHUTTER ASSEMBLY. 38 -43 SHEET 4 SYSTEM AS - MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM 'EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 27 AND 3. MINIMUM YIELD STRENGTH FOR 6063 -176 ALLOY IS 30.0 ksi AREA 2: HV BLADE (1) ONLY — AND 35.7 ksi FOR 6005 —T5 ALLOY. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 5 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kst MIN. YIELD STRENGTH AND-90 ksi INSTALLATION DETAILS A —E — CONCRETE & BLOCK SHEET 6 MIN. TENSILE STRENGTH. INSTALATION DETAILS F— L— CONCRETE_ & BLOCK. SHEET 7 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL., OR AISf 304 OR 316 SERIES' STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. CENTERMATE DETAILS HV. SHEET 8 CENTERMATE ALTERNATING DETAILS HV. SHEET 9 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (1 ) : 13,14,15,16 AND 17 CENTERMATE DETAILS HD. SHEET 10 RV BLADE M : 26. - END CONNECTION - DETAILS 1 -6— CONCRETE & BLOCK SHEET I MAXIMUM SPAN lAOLLS. Sh>=t1 12 I 8. THIS BERTHA N.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ANCHOR SCHEDULE— CONCRETE & BLOCK. SHEET 13 15'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. ANCHOR SCHEDULE— CONCRETE & BLOCK. SHEET 14 9. IT SHALL BE THE .RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. ANCHOR SCHEDULE— CONCRETE & BLOCK. SHEET 15 CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. ANCHOR SCHEDULE— WOOD. SHEET 16 ANCHOR SCHEDULE— WOOD. SHEET 17 '10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST INSTALLATION DETAILS M —R —WOOD. SHEET 18 PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. INSTALATION DETAILS S —X —WOOD. SHEET 19 11. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: END CONNECTION DETAILS 7 -12, X. SHEET 20 AC SHUTTERS AND AWNINGS, INC. HiALEAH GARDENS FL. AREA 3: W BLADE (2) ONLY ••• MIAMI —DADS COUNTY PRODUCT CONTROL APPROVED. • • TYPICAL . SHUTTER ELEVATION & NOTES 0111 LQM. gAttr 21 • • •: • 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY "BUILDING AND ZONING REGULATIONS PROVIDED BY THE INSTALLATION DETAILS AA —GG. ' • • . SHF.EC 22 • • JURISDICTION WHERE PERMIT IS APPLIED TO. • • • • • • • • • • • CENTERMATE DETAILS HD. • MEt'1 23 13. cr THIS P A.Q. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROM 1 END CONNECTION DETAILS 1 -6, X. SH�ET 24 • • • • • () DE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM • • � • THE W • • P.A.D. PAD. MAXIMUM SPAN TABLES. • :E 25 E • ANCHOR SCHEDULE CONCRETE. •••• * SHEET 26 •• ��• (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE "DOES • • : 00 : • • • • • • NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. • • • •. 0000 • • • • (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL .BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND • • • • • • • • • WHO WILL BE- RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER - SHALL SUBMIT TO THIS LATTER • • • . 000* • • • THE SITE SPECIFIC DRAWINGS FOR REVIEW. � E • • • • (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. F.B.C.(High Velocity Hurricane Zone) Oc 2003 EASTERN METAL SUPPLY, INC. SHU ■■ C ^� 7V I�MV BEFRITH A Hv' TM ;z ': 1 L E AN� NOS, t�tC. Accordion Shutter System ' - R EV. - 4o - FESCRIPTION - DATE F.P. - = TILLfi TESTING & ENGINEERING COMPANY D rawn by. 5 'N.W. 38th. St., Ste. 305, VIRGINIA GARDENS FLORIDA 33166 9811 KW. BO AVE. SUITE 7 V & W 1 DATE: 02/06/07 Phone : (305)$71 -1530 . Fox : (305)871 -1531 �, 2 FEB 2��� a —malt: tliteco@�ool.com HIALEAI!-- aAF�DEI�tS, F2 33016 3 DRAWING No EB- 0006719 4 0 7 -- 0 1 7 WALTER A. TILLIT Jr. P. E. PH (305) 799 -2058 FAX (305) 828 -7082 FLORIDA Lic. # 44167 5 SHEET MIAMI -DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 1 1 OF 26 r , b _ e _ VARIES ^� a L O C11 � " s� _ _ 1.918" 1.491 a o Max. Lo ..... _.... _ .. 1.200:. C5 _.. _. k �. _. o .... . ... .., N N 77 0.454" 0 09 IN 4.371" g" �'�� 4:857 so "4.385" �g2 _ ,p _ � S c�v 375" 1 BY BLAD£r � HV BLADE O }Iy UNIVERSAL FLOATER m/ ��' a Y 90• /180• STARTS O / � � ® HY DIRECT .MOUNT QUALIFIED FOR USE W/ COVERED .UNDER US PATENT # 5458179 QUALIFIED FOR USE W HV BLADE 1 & 2 � O RED UNDER US # 5458179 6005 -T5 ALLOY AND TEMPER _ _ _ _ - -- HV C BLADE 1@ & 2 _ 6005 - T5 ALLOY AND TEMPER - - -- - 60 "63 -T6 ALLOY AR TEMPER OY AND TEMPER _ _ _ QUALJFlED FOR USE Wj HV - BLADE 1� & 37 " o 3 .556" 3.226" 1.500" a 6063 -T6 ALLOY AND EMPER 124. °D 670" 2.226" t'i '.085" o 670" yoo 10 2.670" _670.4.000"I- 0 -- - N 072' h o 84 4.897" 815" 092" 0.072" 0.072" o 4.436" _ 3.22fi" O HY ADJ. ADAPTER WAIP 12 " ° 1 . 3 . 75 " h 6� HV ADJ. TLOQR WRACK QUALIFIED FOR USE W/ HV 8� HV WALK -OVER TRACK -920 QUALIFIED FOR USE W/ HV BLADE 1O & 2O QUALIFIED FO USE W/ HV ® HV TRENCH TRAM 55" 3.750" 2 6063 -T6 ALLOY AND TEMPER BLADE Cl) & 6063 - T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 & O 6963 -T6 ALLOY AND TEMPER BLADE O ONLY. 1 O HV RAINGUARD ` VARIES 6063 -T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 0 1.917" N 1.615" a 1.936 BLADE 1& 2 o .. 083" 083" Max. VARIES 1.936" 6063 -T6 ALLOY AND TEMPER - x of Max co . a i ` ° 083" o 083" rn .093 "_ .,..�. k93" o ir1 _ N 2.035° os 060" 060" 100 a to o ' o, .125" n co Q`y ° m 060" x z = °� 145" 140 o iv `a 093" 093" ov � 670 1.686' " 060" a 67 a 3.520" �b� s7o (1 1 HV CEILING HEADER 3.520 3.529" 670 liQ7ga 636 aJO., Qf.rKL FOR USE W/ HV BLADE 1OONLY 12 HY HEAf�ER,rSILt 13 HD CEILING �A 3'529" 3'581° SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W HV BLADE 1O ER ONLY H EADER ,� SIL L 6063 -T6 A AND TEMPER 6063 -T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 0 HD WALL HEADER /SILL 15 SHD CEILING HEADER /SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063 - T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV.'gLAt3,� D ONLY. 6063 -T6. ALLOY AND 1R O •• x X Y t 6063 -T6 ALLOY AND TEMPER •• • • • • 1 " 1" 0.062" .125" .192" 6.190° .r •••••• • .. • .i ••••• 1 " 2" 0.062° TYP. Typ• • X 4� t i • 0 0 2 2" 0.062" oo * 00 • 2" •� • 0.125; . •. O 3" 0.062" o ° to • t N N ••� •� 3" • •�• 0.090 •••• 2" - • ••• 2" 4" 0.062" • • VARIES FROM 2.000 TO 5.000" • • • • • • • • • 2" 5" 0.062 • VARIES FROM 2.000" TO 5.0(}0" 7.000" 2© CORNER P T • • • • • • 16 SIDE ANGLES 7 B.O. WALL ANGLE ••••• � 18 B.O.- WALL ANGLE 19 7 B.fl. WALL ANGLE QUALIFIED FOR . QUALIFIED FOR USE W/ HV BLADE QALI 1 2. / H '.... • • QUALIFIED FOR USE W/ HV BLADE p1 ONLY. QUALIFIED FOR USE W/ HV BLADE 2� QUALIFIED FOR USE W/ HV 6063 - T6 . ALLO � & ND TEMPER BLADE•�1 & 2Q 6063 -T6 ALLOY AND TEMPER 6063 -T6 ALLOY AND TEMPER 6063 -T6 ALLOY AND TEMPER $LADE•1Q ONLY. p 6063 -T6 AL•LOY AND TEMPER F• B.C.(High Velocity H urricane Zone) Fp "DD CT RE SEE _ © 2003 EASTERN METAL SUPPLY, INC. 6 Iwo- iMd a _ o Z AC SHUTTERS � �- 4 a Z Zdr1 i L ] EC-0 N C . A ND AWNINGS, I NC. Accordion Shutter Syste m - - �F JMI I - - I (ASSA- 335) --^ �. _ TILLIT TESTING & ENGINEERING COMPANY R EV Na ' DESCRIPTION OATS Drawn by: F.P. 55 N.W. 36th. St., Ste. 345, 1 RGINIA GARDENS, FLORIDA• 33166 9811• N.W. $ AVE. SUITE. 7 V & W 1 DATE: 02-/05/ e : (305)871 -1530. Fax : {305)871 -1531 2 FEB 0 e -mail: tiitecogaol.com HIAI -EAH GARDENS, FL 33016 DRAW WG3 Into - 3 EB- 0006719 ¢ WALTER A. TILUT Jr. P. E. PH (305) 799 -20.68 FAX (305) 828 -708 07-0 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE /DATE FLORIDA Lic. f 44167 5 SHEET 6 2 OF 26 f , - 4.660" / 1 /4 " -20_ DIE CAST .929" - 4.576 t/4 -20x7 745" .745" 2.293" 0.334" FLAT HEAD THREADED HOUSING ENAMEL 2.293" _ S S..M.. - ED PAINTED -8 NT DIE_.CAaa. (t $g0 o \ ., -... r _. . _ _ '(Z -TYP: HOUSING 'ENAMEL' o 0 0 0 3t$' 01 _m _ BAKED PAINTED O co = h oo i o a M EGRESS TURN -- 6 062" M 0 0" m N o M rn KNOB. o cV ni o a i 6 .875" 0 1.3 " co �`y _ .318" L BRASS ag454 "O.D) - - - - -- =- - N & KEYCYLI HROME (CHROME PLATED) HV CENTERMATE f s n co PLATED). _ 's.. kfl s o 1..325" > LOCK HV EGRESS LOCK Qu IFIED_ FOR us£ w/ Hv BLADE OoN�Y - HV FLOATING CENTE ATE �' �`'� 3.023° -�.° QUALIFIED FOR - USE W NV UALIFIED, FOR USE W HV -_ - - - . 6063 - T6 ALLOY AND TEMPER - / / . _ Q ALIFIED FOR USE W/ HV BLA O ONLY �• I--- - 6063 -T6 ALLOY AND TEMPER BLADE 0 ONLY. BLADE O ONLY. HV FOR USE W/ HV - BLADEO ONLY 250 O.D. �{V CORNER CENTERMATE Q A 518" 2.8" - - - - _ _ - - -- _ - - -- 51.8" 74 - - _ 6.O63 -T6__ ALLOY-AND TEMPER _ PLASTIC 1.756" .922" 2 " MOLDED TO to iv - 4.045" SCREW h 2.079" 1.753" grg h + o� _ a c 360" AFTER RIVETING �6`Z ao 7 ` � +. n.- .825" to 04 M �� �' 1/4 x 3/4 BEFORE Rn�Er {NG 1.000" o Co tK t� ' eta to _ a N S.S. THUMBSCREW -20 RIVNUT* �r� 08k LO rn SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN 2750' 1 2750' 822" SHEET NUTSERT, PART 1 0820, AS MANUFACTURED BY AVDEL PLAN IN FRONT ELEVATION HV MALE " T LOCK CENTERMATE 66 CHERRY TOGORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL' 4.5" LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1OONLY u HV FEMALE "T" LOCK CENTERMATE HV "T" LOC HV ALTERNATIVE LOCK QUALIFIED FOR USF W/ HV F31.ADF t I ! ONI Y 6063 -T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV nl1Al FFIFD FOR •1ICC IN WV RI A( 1C '* Nr v 6063 -T6 ALLOY AND TEMPER 6063 -T6 ALLOY AND TEMPER vv rt`v 6LHUG U L)NUI. 1.917. 1.917" 3.161 55" .0 3" o 43 cc o ep .43 1..030 - " _ . a a THUMBTURN 0 063 ar o 063" $ e�� CYLINDER OR N 214" 062" e1 2i4" 1& KEY CYLINDER to ' - OD h- .545" � � N 0.875" Min. o M 40 N .M o ° •••• 1 .125" Max.•••• • • •••• 31 NO LOCKING ROD • HD CENTERMATE W J0 CENTERMATE LOCKING RO[3 � `° `° `° ° o 3O3 CENTERMATE' INS. RT .. • QUALIFIED FOR USE W/ HV BLADE O& 2O • � • 6063 - T6 ALLOY AND TEMPER QUALIFIED FOR USE W OI &CO / HV BLADE QUALIFIED FOR USE W/ HV BLADE 1 & 2 O .804" • _ b •••••• 6063 -T6 ALLOY AND TEMPER 6063 -T6 ALLOY AND TEMPER go • o • • 1.130" • • VARIES,' 12" MIN. ±1/2- • • 1NdMBTURri� • • • 1/4" 0 -20 S.S. OR 3/8 "0 -16 D{y ° ©R - CYLINDER • • tI ••. KEY 0000 ACETAL THUMBSCREWS. lAw • Min. � • • ,Pi tNDER • �y * • • , -. - (SEE DETAILS) _ ft^ 1� 37 ® HI2 LOCK • • i • • •s•.•• > /4 °q •... 0 • • • • • • 1OCKING ROD HV 3 8"0 -16 AC AL H 1 4" 0 -20 AISI 304 BY REGE HARDWARE MORTISE LOCKS SERIES C.833NHOOK *f%0CK. ••�••• THUMBSCREWS ERIE S.S. THUMBSCREWS' Q D FOR USE W/ HV BLADE & 2. ••• .0 ,ALIFIED FOR USE W/ W BLADE 1O 'O QUALI FOR USE W/ RV BLADE 1O& Q QUALIFIED FOR USE W/ HV BL•ADE 1 & Q p 6063 -T6 ALLOY AND TEMPER F. B.C.( Velocity H urricane Zone) c,�=iv k ?taw © 2003 EASTERN METAL SUPPLY, INC. �_ y _ *` 4 - o AC SHUTTERS BERTHA HV TM ?a ... A140 AWNINGS, INC. Accordion Shutter System - r w,"< :: � zi • , _ TILUT TESTING & ENGINEERING COMPANY '• Na DESCRIPTION' DATE_ prawn b F.P. St' ;fsy N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33156 9811 N.W. 80 AVE. SMITE 7 V & W I DATE: 02/06/07 � •P e : (305)871 -1530 . Fax : (305 )Z71 -1531 - 2 FEB 0' 7 ZOOV a -mail: tittecoccol.com K GARQENS, FL 33016 3 DRAWING No ES- 0006719 4 07 -017 WALTER A. TILUT Jr. P. E. - - PH (305) 799 -2068 FAX (305) 828 -7082 MIAMI -DADE COUNTY P,E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 5 SHEET s 3 OF 26 S+ ASSEMBLY S' .�l- EDU -LE l FOR HV 1 AND HV '2 - BLA-DES. I — x4Y 39 " ° N HV BLADE 1 <:� - -.. _. N r� LO -_ HV BLADE 2 - � E T or a? 38 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING , 4C} HV NYLON HAT WASHER EXTERIOR T: 4V 0 41 HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 "x3/16" THICK NYLON WHEEL. 1 Lo i 39 f i 38 0.188"0 AISI 302 SERIES S.S. RIVETS � J (D or or @ I 4 2.. ,.. HV...1. 3/4" ACCORDION _PIN_ : W /.. #8 .HFA_D *, ; PFOU:PEMEN S) � � � C� or , 1 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 11, `11 I EXTERIOR Ali zx , 'n ii 0 wo * E28 II' I (1) HV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR TYPICAL SHUTTER ASSEIi+tBLY HV PIN 4(�I .Q AT •••••• BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D BLADE. LE: 3/8" = 1 " OE'S R KNIJtK.LE: �i • (2) HV PIN (9 MAY BE USED IN LIEU OF ® AND ONLY AT 00.324" • • • • �* VOTE '� �FO�t� • • • • • EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q , . • • �I2�MIAEMENTS ••••• BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD ", .048"-1r ' ' ' � � 4 9 SHEET 22 OF 26. TYP. 1 1 • • • • • • • *00 • • ® 1 • 0411 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER } 1 i :��:�: �• SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I I ' ' ;. • •: • SHEETS 11 & 24 OF 26. WHEEL CARRIAGE DETAIL •" ASSEMBLY LAYOUT •••• N.T.S. N.TS. F.B.C.(High Velocity Hurricane Zane) L S:.` FL'r r ✓ c.r a U °w" 2003 EASTERN METAL SUPPLY, INC. AC SHUTTERS BERTHA HV TM Z 11LIEC 0 I N Accordion Shu�t stem � S AND AWNINGS, IN Y TI�LUT TESTING & ENGINEERING COMPANY ASSA- �E -37�j REV. N DESCRIPTION DATE Drawn by: F.P. — ,'.._'•.i•; ""'-', 5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33188 9811 N.W. 80 AVE. SUITE 7 V & W 1 DATE. 02/06/07 phone : (305)871 -1530. Fax : (305)871 -1531 HIAL.EAH GARDENS, FL 33016 a D No. FEB U 7 2007 e —mail: tiltecocaol.com EB- 000671'9 4 07 W ALTER A. nLLIT Jr. P. E. PH .(305) 799 -2068 FAX (305) 828 -7082 - MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA ua. # ¢4167 s SHEET 6 4 OF 26 f {3 +a * NOTES HV 1 0M. A14D CENTERMATES: 1._ MANDATORY - CONDITION #1: ONE N.V LOCK (8 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105 ", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK BE -OW or MAY BE USED AS AN INSIDE OR OUTSIDE. LOCK, ATTACHED TO Q OR CENTERMATES W /(2) 1/4 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL- SHUTTER ELEVATIOI+t. 16 oR 0 _ OO /CEIUNG STALLATIONS. TWO HV LOCKS OR 5 OR ONE HV LOCK OR W/ TWO v v �uQ -r{yF LOCKING RODS AT TOP & BOTTOM SHALL BE SEQ F R ANY SPAN AND IN ALLATIO AT ANY ELEVATION. _ `�✓ HV LOCK ®OR @ SNAIL BE ATTACHED TO � OR ©CENTERMATES Wj SAME SPECIFICATIONS AS PER H OB —HVB - MANDATORY CONDITION #1. LOCATION OF LOCK LOCKS AS APPUCABLE SHALL BE AS INDICATED ON TYPICAL RDA—H �- * SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETER -MINED AS PER SCHEDULE #3 ON SHEET 12. - _ z 0 4 oR goR ie�0 ox S4 OR � 3 fl: -IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV - KS - OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL -BE AS INDICATED ON NOTE (1) ABOVE. N c N v N z LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, M LLv o xDC-HNC 12 1S USED WhWO H.V. LO=- LOCKING RODS ARE NOT REQUIRED AT E POSITION, BUT. MAY BE - USED •TF- DESIRED TO ENHANCE .SHUTTER PER.FO MANCE. LOCKING RODS q§ OR AN ALTERNATIVE DEVICE N e O E M MAY ALSO BE- USED AT STACKING POSITION (NON HURRICANE POSITION). O KONG J E -5. MANDATORY CONQ] #2= ONE 1-N LOCK ® (5 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN vzz^ AND INSTALLATIONS AT ANY ELEVATION. HV LOOK or © SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ! H 00 HOD — HVO o� ATTACHED TO.� CORNIER CENTERMATE WA2) 1 0 - 2d x 1 /2 LONG' FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP 5c. BO OED SI iQL` BE USED. L OCA19011. Or LOCK SHALL BE AS !Nb ATED ON TYPICAL EHUTT�:: Lwvtiii P 3. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. s. QRST AMNATE TO MmQAMRY CONDITION #11 VAUD ONLY FOR W I= db Wz SYMMETRICAL CENTERMATES OR 22 4 ONE ALTERNATE HV LOCK Z§ MAY BE USED IN LIEU OF HV LOCK q3 or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x.3/4" S.S. THUMBSCREW TO 1 OR g CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. SEE END RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO CONNECTION LOCKS AT 1/3 OF SHUTTER SPAN. DETAILS ON D f E H I ! K L 0 P Q R Y W X SHEET 11- TYP. * NOTES ON H,Y "T" LOCKS AND CENTERMATES: FULL HEIGHT. OF CORNER 1. ERNATE TO MANDATORY CONDITION #1 VAUD ONLY FOR HV "T" LOCK Imo_ CENIERM.ATES j{� AND NUMBED CENTERMATES LOCKS ® OR FOR W SPAN AN w1 ONE j TERNATE HV "T" LOCK MAY BE INSTALLED IN LIEU OF HV TI CENTERMATE ! STALLATtT ANY ELEVATI ON. AL RNATE LOCK Y BE USED AS AN INSIDE OEi OU161DE LOCKv gWTACHML0 • • oe oR ®+ O oR $ oR 1 Q + 1 3 oR OF LOCK INCLUDES USING R €tNFORCING LOCKER AS SHOWN ON SECTION HVG,. $REt7 9. WWICH MUST BE CONNECTEO CENT ERM 7 ® AND W/ 1 j4 "0 -20 1 1 /2" LONG S.S. THREAQF �,t T W/• Z �li;t; x 3 f i2;. WINGNUT W/ 1 /4 0 -20x1 " S .M.S. INTO A 1 /4 "0x 5/8" RlVNUT. LOCK MAY BE I):D AT MIPAN OR • 12" + O + fl oR \ � r + + 1 S M * NOTES ON - HD LOCKS AXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RORODS ®TOP AND BO DATO • • • • • f.`� @ & : • • • II �SJOR {1,51+(f }{)pR ®+� 6666 • 6006• + 17 �✓ \..:/ 7 OR •6r•6• •666 60660 1. RD L= 3XZ 14D CIEWMIRMATES OR ONE ALTERNATE HD LOCK 4 �R J^E UA" A LIEU OF• • e 6 + oR 1 9 + NV LOGICS 2 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HQ j t1{4 MAY $Fi US 6 6 AS AN INSIDE OR dUTSID LOCK. ATTACHMENT OF HD LOCK � TO ® IS W/ 3 #8 x 3/8; F.R. ,4.S.M.S, ANQ INCLUD�a66: TYPICAL C1� H V BLADE SHUTTER ELEVATION REINFORCEMENT INSERT U3 AS SHOWN ON SECTIONS HDB —HVB AND HDC—HVC SHEET 10. �OCK • MAY BE ; R"ALCED AT. MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS +395 IS COMI�L&M) OPTION. • • • • 6 N.T.S. .. .. 0000 F.B.C.(High V elocity H urricane Z one) w N" cj_i7 7 ZEll,,?s-21- _ Uo 2003 EASTERN METAL SUPPLY, INC. ? AC SKUTT R� ■ H a L ILIE C 0 AND AWNINGS . 4 - IN Accordion Shutter System -- - - — r ° ,, Y..;,: '•""' - -- �Ai -- 375 - - --.. R EV. Nq DESCRIPTION Drawn DATE Dwn b . F.P. � ?._ ..._� -••< -,.5 m—t.11 ,• ---- , �--___ TILUT TESTING & ENGINEERING COMPANY N.W. 36th. St, sty 306 VIRGINIA GARDENS, FLORIDA 33166 91511 N.W. 80 AVE. SUITE 7 V & W 1 DATE: 02/06/77 Phone : {305 }871 -1530 . fax (305) 5-74-1531 HIALEAH WRENS, FL 33016 3 e fi DRAWING No —moi� 100060 g Lcom R , t1Ud WALTER A. TILLIT Jr.-?. E. PH (305) 799 -2068 FAX (305) 828 -7082 4 07 — G1 7 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 $ SHEET e 5 OF 26. POURED CONCRETE. PIOURED POURED - OR CONCRETE BLOCK CONCRETE. -REQUIRED 1/4 "4- 20x3 /4" S S .CONCRETE _. CONCRETE ANCHORS RED REQUIRED CONCRETE ANCHORS MAOHINE SCRfYJS REQUIRED ANCHCTRS (SEE SCHEDULE ON (SEE SCHEDULE ON W/ 1/4 " -20 (SEE SCHEDULE ON. SHEET 13} SFfEET 13) SHEET 13) NUTS 12" O.C. 1" 1" r -- -- Min. 2 OR® 1/4 "0- 200/4" S.S. Min. r— - -- T OR $ EQ EQ MACHINE SCREWS _ -- EQ - -EQ 1 2" USING 1/4'-20 NUTS - -- CN. 12" O.C. 1 / E. D.* .257 Max. r -- -- - - 1 3 OR 1 - _ - r - -- - 3 OR 5 - - - I � . D \ t t D. * 257" l i t t .257" Max. ± Max. E.D i i t D.* "K!OPTIONAL i i t i I OPTIONAL I i i' '' i i' i t -- MIN. SEPARATION i IL I LJ TO GLASS i MIN. SEPARATION t 1 I ' (SEE SCHEDULE ON •' 1 TO GLASS. T i t i w' t - EXISTING SHEET 12) MIN. SEPARATION i EXISTING -i (SEE SCHEDULE ON i i i TO GLASS t i i I I 1 GLASS GLASS— SHEET' 12) ' '�"� — (SEE SCHEDULE QN I _ EXISTING I SHEET 12) - GLAS I HV WALL HEADER INSTALLATION A HV . WALL HEADER - INSTAiCLATF(3 © HY - WALL HEADER INSTALLATION EXISTING GLASS -- t MIN. SEPARATION �I - 1 t t' EXISTING t , t i _ �1 , . v,.lc,,'dt< r "'0 %ASS- �. MIN. SEPARATION ^ Gtr1 --' — SEE SCHEDULE ON i . � TO' UT-ASS � r � � i ,t i i GLASS ( 1 i t �i (SEE SCHEDULE ON t i t I MIN. SEPARATION SHEET 12) i 1 SHEET 12) t o T0. GLASS r i i (SEE SHEET 12 ON t OPTIONAL � 1 t t * I ) i i t i t i i E. fib, Max. i 1/4" Max. �- --_ W OPTIONAL Tit i i 3 OR 5 E. D. i i i i F ' j i 1/2" r _ -- r - -- - -- EQ EQ 33 OR . 1 r - - -- 2 OR 4 r -- -- 1/4 "0- 20x3/4" S.S. • • • • Min.• `••••• •••••• EQ EQ PHILLIPS TRUSS HEAD •01/4"O -20 'f 4" S PHILUP1, MACHINE SCREWS USING CONCRETE ANCHORS 1"S HEiA'ACIiINE SC;11dEWW- CONCRETE ANCHORS \_/" 1 /4 " -20 NUTS @ 12" C.C. EE SCHEDULE ON . SHEET 13) Min, .C. POURED CONCRETE- SHEET 13) • • •�� •1 /4 " -20 NUTS ® 1 0 • i •: POURED CONCRETE J OR CONCRETE BLOCK •••• • • • •. OR CONCRETE BLOCK REQUIRED ' � � *' * 0 *0 • 000 W REQUIRED C NCRETE ANGHORS • • • • • HV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATIO.taI POURED CONCRETE SHEET 14) •••• •••• •••• • • • OR CONCRETE BLOCK • • WALL REQUIRED a HY WALL SILL INSTALLATION •••••• • .. • • • • • •••••• NOTE FOR COMBINATION OF SECTIONS �, • • • * 1- SEE SHEET 4 FOR TYPICAL SHUTTER E. D. = EDGE DISTANCE INSTALLATION DETAIL W •.. • : ;....; j r •••• ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) \ / 2- MOUNTING SECTIONS CAN BE_ COMBINED H y B LA DE IN ANY WAY TO SUIT ANY INSTALLATION. T F. B.C.Agh V elocity • Hurricane Zone) © 20Q3 .EASTERN METAL SUPPLY, INC. �+ ■ ■ >. • °: AC SHUTTERS. BERTHA H'�I TM 1 - E E N C . AND AWNI.N INC. _ ccard o-n- _S' ter Sy stem----- --- - -- - —� �� � - — — _ (ASSA # 375) Y. No DESCRIPTION DATE Drawn by: F.P. T4WT TESTING & ENGINEERING COMPAWY �$ N AVE SUITE 7 V & W i DATE: Q2j06j07 6385 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 —1531 2 liteccOool.com 3 HIALEAH GARDENS, FL 33016 DRAWING No FE D 0 e -mail: t£B- 0006719 07 1 WALTER A. TILLIT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 4 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lie. # 44167 5 i I SHEET s 6 OF 26 t � POURED CONGRETE ANCHORS i 1 CONCRETE (SEE SCHEDULE ON SHEET 14) MW �/�naN REQUIRED I (SEE T O - GLASS ON i I _..._ _EDGE OF sHt�r 2) .. L , ....,. 1 1 I .. MINA Er noN _..._.. -_ :m- 1 SLAB IF , {SEE SCHEDULE OK I x t 1 GLASS b. APPLICABLE EXISTING I t I `d j SHM 12) I < I I GLASS I t 1 1 1 I I I I I 1 1 1 t ALTERNATE I l !I E ¢ i LOCATION EXISTING i -! 1 1 #10x3 /4 ".HEX WASHER HEAD GLASS I 1 OR 1 3 OR 1 5 _ I 3J8° MIN. TEK SCREWS 0 12" O.C. ! 1 t! { LO 3J8 MI CONCRETE ANCHORS !! �t ® + 7 I (SEE SCHEDULE ON SHEET 14) $ _ EXISTING I 13 I i. I i i EDGE OF - E E - _ I I i 1 t I EDGE OF . --+ ! I SLAB IF GLASS 1 t I SLAB IF t 1 1 1 /2 1' EDGE I F I I t APPUCABLE � ' SLAB IF APPLICABLE MIN. SEPARA•DON I Q ' Q ' APPLICABLE I TO GLASS - - - -- - - --� f` SCHEDULE i w t 1 POtlRED - POURED i2) i t 1 CONCRETE CONCRETE E. D.* { REQUIRED D.� D.* REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) H� HV FLOOR - INSTALLATION t - - �- HY CEILING INSTALLATION T HY WALK -OVER INSTALLATION CONCRETE ANCHORS I I (SEE SCHEDULE ON MIN. seaawaror: SHEET 15) � (sue r� ON 4 1 i t EXISTING I MIN. SEPARATION 11 1 1 GLASS_ -•i EXISTING I I GLASS -� TO GLASS I i I 1 MIN. SEPARATION i I F` — {SE€' SCHFDLJL F O TO GI, ASc GLASS I i 1 1 I - (SEE SCHEDULE 0 — :i 1 t t I 1 1 I SHEET 12) I i I 1 + 1 I I I I t I 1 ' SHEET 12) 1 11 I r t 1 /4" t t I 1 1( t I I ! I I I � F MAX. OR J 151 1 1 8 l! #10x3/4" HEX WASHER g 1 1 I { 1 8" HEAD TEK SCREWS @ 1 8" #14x3/4 HEX HEAD II I! TEK SCREWS 0 9" O.C. t -- 12 O.C. 1/4° t r - #14x3/4" S.D.S. -- _ OR 1/4 "0-24 S.S. M.S. + CONCRETE ANCHORS w _ _ $ +� 3j8 W/ NUT 0 9 O.C. i (SEE SCHEDULE ON 1 9" 0. SHEET 15) a G. Max. 1 L -- -$ - - - - - -' 17 OR 18 1 /2 ° 1 " 17 R 18 • • o s • w t #14x3 /40F.I6%D.S. 0w00 0000•• • t i I EDGE OF A ® 9" O • • • • • w • 0 8" 1. 7 /8, L 1 SLAB IF CONCRETE ANCHORS SEE NOTE • •• •w •ws•w• / APPUCABi.E •D POURED CONCRETE (SEE SCHEDULE ON POURED CONCRETE ON SHEETwtpw•ew • • • .D. OR CONCRETE BLOCK SHEET 15) OR CONCRETE BLOCK 0 0 0 0 • • 0 • • s • REQUIRED REQUIRED • • • 0 • • • • OPTIONAL P �K DIY WALL FLOOR INSTALLATION CONCRETE NV WALL WALK --OVER 1Di�ST�t.LAT1GhN ••�••• o • REQUIRED 0 •� •e w••e ww•w� oe•ow• • • JC) HY RAINGUARD INSTALLATION t • ; • NOTE FOR COMBINATION OF SECTIONS THIS ABLE INSTALLATION SHALL M INSTALLATION D ETA I LS W / • • • • w 0•ew• * E. D. =EDGE DISTANCE REMOVABLE WHEN PERFORMED •• • •ow• • 1- SEE SHEET 4 FOR TYPICAL SHUTTER ADJACENT TO AN OPERABLE EXIT H / BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 14) OR ENTRANCE 1/ *00 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. t� C , B. C. (High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. TM L -C 0- AND A WNINGS, INC _ Accordion- Shutter_ -S_y -son- - AC SHUTTERS BERTHA HV — - -- — — (ASSA # 375) R EV. No DESCRIPTION DATE Drown by: F.P. TiLLLT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St, Ste. 305, VIRGINIA GAENS, FLORIDA 331 &6 9811 KIN, 80 AW_ SUITE 7 V• & IN t DATE: 02 RQ Phone : (305)871 -1530 . Fax •:- (305)871 -1531 HIgt GARDENS, EL 33018 2 DRAWING No FE 0 "p3 Z007 a —mait: tifteco®aol.corn 3 0 EB -00067 T 9 . WALTER T[LLtT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 I FLORIDA Uc MIAMI -DADE COUNTY P.E. -SEAL /SIGNATURE /DATE . 44157 5 SHEET s z OF 2& SEE. END WALL CONNECTION- - DETAILS ON SHEETS 11 A 20 SEE NOTES ON LOCKING RODS , -HV LOCKS ® or (N STA L -T I N S 1N _ �" V AND ALTcRNATE_LOCK l® ON SHEETS. r ,_ , EXISTING GLASS_.. BLAD � E SLACK DETAIL HVF S VAUD FOR ALL B LA =D E W H V CENTER M AT E S CENTERMATES APPUCATiON WITH SLADEQI .. A OR9 OR e+ 1 !) OR{ TS 1 OR 1 {) + l i .13 OR O + +� / 3./ +� OR \� EXISTING GLASS O R DETAILS aN SHEE & ® 2o i I! tSl OR 41 J1+ l� LS10R4 8 }+ 11 ! J OR T — — -'– -- — — — — — `— — — — — — — — -� o a a I 2 "x2 °xt /8 " -2 + a a oR 1 5 . 8 8 oR + 3 o + 5 3 � /4" 7^ s 1/2" 7" (6063 -T6 ALLOY) ALUM. OPPOSI ANGLE w /(2) 1 /4 "0 TAPCON 1/2" G SYMMETRYCAL ANCHORS To CONCRETE , CENTERM (TOP /BOTTOM) & CENTER MATES MIN. SEPARATION - - - - " ( S.M.S. To TUBE #9tix3,: LL. � 12° - W H V - LOCK ( r � O .C. .c. FU LL. LENGHT. ./ - 6 - -_ - - - - - _ - _ - - - __ � HV LOCK -�r -; _ TO GLASS AT - EACH ANGLE. (TYP) I _ (SEE SCHEDULE ON " 5 * 3 5 * t N * 3 SHEET 12) \ 0 0 _ . A 01 112L 1/2- OR OR a _ _ , 1111' (l %f OR OR ®+ ( / JOR 4 t5 tOR Q +t! .S) OR - - �.J Off ~.. .•: 10 + � _ + \./3 OR 1 + �j az � H V B H V C { /'� � / H VA a -(3 oR 6 + O oR ®oR 1 O + Q POURED CONCRETE OR + O + �,% OR @ + () + /'\ EXISTING GLASS CONCRETE BLOCK WALL II )) 1 {J + aR Q+ t1 .51OR \.J+ 10 OR r_ REQU ED EXISTING GG I t - � +� +© \ � J +O +O $ OR C] 7 OR + 8oR1 } + C - - -- — GLASS 8 �+ ©OR 19 + �EXISTIN CENTERMATES 0 $ + $ OR 1 o $ a oR $ + 7 OR MIN. P SYMMETRICAL LAASS + CR — — — — \'— �� — — —, —J J GLASS rn W/ HV LOCK ttbl OPTIONAL � O (SEE SCHEDULE O N F GLASS 0 N 0 5 * (INTERIOR) l�J+ @ + @flR + SHEET 12) -- � •ese- _ 4� (SEE SCHEDULE 0 OPTIONAL _ - ` -" SHEET 12) (INTERIOR) _ ----- __ —_ -- - - - - - -- --- -_ - - -- - • _, • e` OUT .e . --- - - - - -- - - - - <� x VARIES - • AN�H 0 • • e1�5i•e1c. S rr�� az • e • - •ee * � � G * � VARIES - • •• • • eee• •ee• o• 3 . • e••• ` .... goes 3 x 90' OR - ' : •ie ••e• 2 OU 6 1 /2* MAX. SLACK - - (DGERIOR) • - OuT 3 � 5 HVE HVF -- �.� .... H Y F.B.C.(High ve+ocity Hurricane Zone) PRODUCTPIEVMD @2003 EASTERN METAL SUPPLY, INC. B c�a the 1%d& AC SHUTTERS BERTHA H'V - l .61*GnDae 0 1 1 LI E CO tN -. - ANEW AWNINGS, INC. Accordion Shutter System /k -� -375 -REV. tea UESCRiP'tiON DATE Drown � . F.P. - hfiar, i Dadc uh -',Is `°�°'- TILLIT TESTING & ENGINEERING COMPANY Division 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLURIDA 33166 981 N-W. 80 AVE- SUITE 7 V & W 1 DATE: 02/06/07 Phone : (305)871 -7530 . Fax : (305)671 -1531 2 FER 07 2007 e-mail: tiitecoCcol.com � GARDENS, FL 330ifi 3 DRAWING No EB- 000671 -9 07-017 WALTER A. TILLIT Jr- P. E. PH (305) 799 -2 FAX (305) 828' -7082- t MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA _LIc. # 44167 SHEET s 8 OF 26 ' t ALTERNATE IN_STALLAT!•DN W /HV " L 30- HV SEE END CONNECTION DETAILS ON SHEETS i i 2 0 " M ALE FE NI =ALE '�T LC G S E I T E R I I�TES 8 2 & LOCKERS _t WZ (D HV BLADE ` 1 ►� t n EXtSTiNG GLASS U 90 t I`- BLADE 1Q SLACK DETAIL HVF, INDICATED ON SHEET 8, j � '' � AS - WEI L AS`UNWERSAL FLOATING BLADE(3)DETAIL HDD -HVD - - - - -- - -_. _- _ 4 OR� OR @+ Q OR tS }OR 1 Q + OR -- - INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE - - - - - - 1 + 0-1 © .'� + / @OR3 \ + 0 OR INSTILLATION DETAIL HVG SHOWN IN THIS SHEET. 1 v t+ ! 1 + 11 /tORt O•ltl / ) :J + $ OR - `J C ! �J SEE END CONNECTION DETAILS - SHEETS 11 & .2C} - q 113J+ tt t41ORS1 J7+ tl lSJOR ®+ tl 1! OR — — 2 "x2 ° x 1 /8 "x0'-2 + @ OR �! g / + �% + �1 5 (6063 —T6 ALLOY) ALUM. 1 � ANGLE W /(2) 1/4 TAPCON 1/2" ANCHORS TO CONCRETE I —'—----------- (TOP /BOTTOM) -& L -- — — — — — — — — ----- 4 --------------- - - - - -- * - -- (4)1ff 10x3 / " S.M.S. C� 12 "x1/z" S.M.S. TO TUBE 1 (TYP) O.C. FULL LENGHT. AT EACH ANGLE 3b HV "T MIN 'TO EG RAS ON E. * #� N 5 3 30 LOCK (INSIDE) f 1 3 } LOC K (INSIDE) (SEE SCHEDULE ON SHEEr 12) 0 5 1 28 r't_ - -� 29 1 28 - 29 1/ 1" 1/2" O 2" O 35 35 (�T 35 35 27 1/4" 0 -20 x 1 1/2" S.S.M.S. 2 NYLON SCREJ HE!xs ••.... W/ 7/8 "0 x 3/32" WINGNUT. •• ;• * O SEE NOTE 6 FOR HV LOCK 30 HV "T" LOCK 26 1/4" 0-20' 1" S.S.M.S. * •••�•• • 30 „ 30 HV "j' '-•t,OCK•L04JTSI-D�� "T" LOCK, ON SHEET 5. W/1 x 5/8 RIVNUT .... 0 ••9 0 0 60.00• 0 • •066 6660• y 66 66 6666 6.66.6 T 666666 6 • SERIES 9444 ALUMINUM HVG • 0 • :666:• 6666:• (2024 -T3 ALLOY) LARGE FLANGE THIN • • • 6 • SHEET NUTSERT, PART # ,0820, 0 6. 0 : • • 0. 0 0 : • • • • AS MANUFACTURED BY AVDEL CHERRY 6666 TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. F.B.C .Agh Velocity Hurricane Zone) ppOD CT R-MV19Z D © 2003 EASTERN METAL SUPPLY, INC. am ptVirc wm the Fb6 aiding Code AC SHUTTERS �.�� p _ a Zt • a 4� BERTHA Hof Exx �� - 1 L. E C O m�. - � AWNINGS, INC. Accordion Shutter System — -- -- - - -- I §$P &tt a�$ REV. N DESCRIPTION. DATE Drown 'by F.P. - -- TILLIT TESTING & EN•GINEERIRG COMPANY 9811 N.W. 80 AVE. SUITE 3 V & W 1 DATE: 02 /06/07 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : Fox : (305)871 -1531 -2 e —mall: tHtecocooLcom HALEAH GARDENS, FL 33016 3 DRAWING No FFE "7 200 E6- 0006719' 0 7-0 1 7 WALTER A. TILUT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 4 MIAMI —DADS COUNTY P.E. SEAL /SIGNATUR•E /DATE - FLORIDA L(c. # 44167 5 SHEET s 9 iDF 26 b i � SEE END WALL CONREC ON DETAILS ON SHEETS 11 & EXISTING GLASS ' I OR ®OR +O°R ® °R OR W f` HD CENTERMATES � �4- j o + �°� , + Q° Q +© OR ` SEE END WALL CONNECTION oR DETAILS ON SHEET'S 11 & 2 © �+ - — EXISTING GLASS - -- I 8 $ OR 9+. 3 5 - 2 ° x2 "x1 /8 ° x0 -2° 35 * 35 (6 ANGLE6 W A / LLO) /4 1/ 2* TA ANCHORS TO I X10 x 3/4" S.M.S. 0 12" MIN. SEPARATION (4) H.V. (OPTIONAL) 4 * (OPTIONAL) CONCRETE (TOP /BoTrOM) O.C. -- - TO GLASS (4) H.V. -- -- - & (4) #141/2" S.M.S. { (SEE SCHEDULE PINS (TYP .-) 33 TO TUBE AT EACH I •ON SHEET 12 - ANGLE. (TYP) 5 4 5 8 -6 1/2" PINS (TYP.) 4 5 x N ICN 5 1 so. 1f 2° 1/2° 20 3 9 )OR 32 33 31 )oR 32 31 OR 32 l 31 OR 32 35 HDA —HVA 35 * HDB —HVB (oPrIDN) HDC—HVC (OPTIONAL) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES WZ LOCK INTERIOR WZ 34 * LOCK (EXTERIORS OR oR 6 + OOR($) o +@ OR 10 + @OR @ +QO(2).•aOR ® +� + 1• :s +g ..... 5 + @ OR � J`:@8, ORS N4OR ....: �.. * SEE NOTES ON LOCKING RODS & HD ® LOCKS ON SHEET 5 $ + @ OR + OR g + 5 • ** UNIVERSAL FLOATING BLADE U3 DETAIL HDD -HVD IS - - - - -- ----- � - - - -- ----- - - - - ^- - � � . . VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE © 1 � 1 • . HDD —HVD ** F.B.C.(High Velocity Hurricane Zone) � S @2003 EASTERN METAL SUPPLY, INC. TM AC SHUTTERS BERTHA HV A -m mptz"to ?.� v_ a Z i o : = 1 L E C O -INC. AND �►v�► tt�tG C. Accord-i S hutter System -- --. - - - ( ASSA # ass ) - p> iu �z rni e a Cmtrvi � TIL.IT TESTING & ENGINEERING. COMPANY Ev. — ESCRtPT►ON — DATE — p � �F: . Division �� � � 6355 NX 36th. St., Ste. 305: VIRGINIA GARDENS, FLORIDA 33166 gall htX BG AVE. SUITE 7 V & W 1 DATE:-02/06/07 Phane : (305)871 -1530 . Fox : (305)871 -1531 HIALEAH GARDENS, FL 330 -?-6 3 DRAWING No IN q TI 7 e-mail: tiltecocool.com f �fJ I. EB- 00067T9 ' 07 1 / WALTER A. TILLIT Jr. P. E. PH (305) 799 -2068 FAX (3fl5) 828 -7082 4 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA uO HEET . _# 44167 5 S 6 1 b OF 26 � 4 � POURED CONCRETE OR POURED CONCRETE POURED CONCRETE POURED CONCRETE - CONCRETE BLOCK WALL OR- CONCRETE OR CONCRETE OR CONCRETE _._.._..._ ..... REQUIRED .__ .._._..._ ..._.... _._ ..._.. ED _.. _BtOCK....WALL_ REQUERED_. HLOC,K WA1I- REQUIRED __ . .._... _ _.. ._.. _ BLOCK WALL...REQU#RED_ _ - EXISTING GLASS EXISTING GLASS CONCRETE /ANCHOR EXISTING GLASS � — � � 2" ,MIN, EXISTING GLASS CAD 1 Q.C. 1 " 2" MIN. EQ i EQ MIN. SEPARATION MIN. SEPARATION _ i MIN. SEPARATION MIN. SEPARATION TO GLASS TO GLASS TO GLASS 1/16 "x3" MAX.- TO GLASS (6063 -T6) CONT. (SEE SCHEDULE (SEE SCHEDULE ON SHEET 12) 1 /2 ON SHEET 1 " i (SEE SCHEDULE (SEE SCHEDULE - - - -- __ ._ ALUM. CLOSER - l (LOCATE AT ON SHEET 12) PLATE. (LOCATE 1/2 --� ° - ON SHEET 12) 1 - EITHER SIDE AT EITHER SIDE MIN. t Of �) OF 4 ) 1 /2" MIN. 0 � ♦ USE I" OR 2" MAX.. (AS APPLICABLE ) x2 "xi /8 "x0' -2" #10x1/2" S.M.S. Col 16" O.C. - - - -- ALUMINUM CLIP ANGLE - - - -- - 0 1 fi" O.C. W - — 4 ` I ( ) 1 6063 -T6 ALLOY AT MIDHEIGH7 Q t (2)1 /4"0 ANCHORS T SEE DETAIL X FOR WALL AT 1" O.C. (LOCATE AT S - - - '� - - 0 SIDE CONNECTON EITHER SIDE OF ®) 0\�] SEE DETAIL X F - TO TRACKS SIDE CONNECTION oa 6 + 7 «e $ -(@ +0- SEE DETAIL X" FO a: ®oR fi Uj ai $ os1T7 + ©ae TO TRACKS 8 7 8 0 • +�� �+ �G�, + O � SIDE CONNECTION °R10 +�°f 1p +�as © +�3ors © +�at 10 +ors © + 3�aOj ±a en 0 + � ® + * ©� TO TRACKS ® © ® ® ® O + ac + ae $ + oa 'END CONNECTION DETAIL U ENiD CONNECDON - DE T AiL END CONNECTION DL I AIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" POURED CONCRETE OR CONCRETE BLOCK WALL 4 EXISTING GLASS REQUIRED EXISTING - - - - -L -- . - - - -- GLASS __ _____ _ 7#1 1/2qS.M. _ - -- --- - - - - -- a MIN. GLASS ON p /y — - — - — - OR OR j OR MIN. SEPARATION CONCRETE 1/2" MIN. (SEE SCHEDULE ------ - - - - -- -- TO GLASS ANCHOR ® ON SHEET 12 - - - - - -- CONCRETE (SEE SCHEDULE 12" O.C. • ••• • .. ••••� ANCHOR t0 ON SHEET 12) EQ rj ___ -- _ .• • . • i 2" MIN. •••�•• •• •• •9••• r - L - - -- -- i- - -- — _ i 2" Mit�l. _ _ _ (� 0000 • • �•••• - - - -- EQ — art ®ar OR ®OROOR • • 0000•• 0000 • 0000• 2" MIN. 2" MIN. X 10 * � � °R / © � *1 / � � + © OR 30R ( OR VIEW Y ••.••0 •�•••• 0080• [Fi 7 +/7) +(1 /ypq ® +(7� +/�R�qp •• •• 0000 0009• 1177��..fA%%ill PI -AN DETAIL X ' ' ' • (D\j POURED CONCRETE OR END INSTALLATION • • • CONCRETE BLOCK WALL Q © ©© REQUIRED 10 + 5 + + °R • • • • • • HV BLADE INTO CONCRETE OR LL. END CONNECTION DETAIL 5� d +�� ® *��O +�s -END CONNECTION DETAIL � CONCRETE BLOCK WA - �.B.C.(High V elocity Hurricane Zane) �ar+ @2003 EASTERN METAL SUPPLY, INC. «5 camjbtNmg WIND r Bum: c AC SHUTTERS - �Ei�THA �(V TM A.� e , mace No as 7 - ® o _ L u ay Z Gc - 11LIEC AND AWNINGS, INC. Accordion Shutter System - -- - -_ - - - -- __ - - - -- -- -- - - -- - - -- — I�;; -.� - - - - -- - - - - - - - ----- �ASSfA - #- 375 - - - -- - - -- .- ..._. - Ai mi upde - act ontrol �-"` TILUT TESTING A ENGINEERING COMPANY Na DESCRY CIbN � - - DATE Drawn �y: F.P. - 'ac 38th: St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 &6 9811 NX $ AVE' SUITE 7 V & w 1 DATE: 02/05/07 Phone : (305)871 -1530. •Fox : (305)871 -1531 HWF,AH GARDENS, FL 3301-6 2 DRAWING No n -e -mail: tilteco0ool.com 3 0 EB- 0006719 WALTER A. TILIT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 4 FLORIDA Lic MIAMI —DARE COUNTY P.E. SEAL /SIGNATURE /DATE . 44167 5 SHEET s 11 OF �6 SCHEDULE jLl SCHEDULE f2 SCHEDULE 13 ?K-- . ' .I - . _. SHUTTER. * AX1ttiEUM- .SHUTTER .'SPAN* % +' - - t — MAXIMUM .SHUTTER SPA�1_ _ * NA S ♦ SEPARATLON TO GLASS REQUIREMENTS ____..... _ N]:AxtrviUM SHUTTER SPAN �9- Oil L eft.) _. .__._.._.__._ _.._.. _..__. _ ._ -.... _.... _ "L +" OR "L—" ft. FOR R "L —" (ft.) INSTALLATIOt�tS FOR NSTAL CATIONS W/ R \ ) (1) L +: MAXIMUM ALLOWABLE SPAN •FOR A GIVEN (1) SEE - BELOW -FOR MINIMUM SEPARATION - TO INSTALLATIONS W' PQ NG / SYMMETRIC NT R AT POSITIVE DESIGN LOAD. GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN f NTI .MATES & t� er - or �'i'� Q•NE / L-: MAX. ALLOWABLE SPAN FQR A GIVEN NEGATIVE THE FIRST 30' -0" ELEVATION OF BUILDING HV LOCK or or '® or HD LOCK W & j CENTERMATES. 21 & W/ TWO HV OR DESIGN LOAD. MEASURED AT BOTTOM OF SHUTTER. NO L'OCKI ROD OR CENTERMATES & O.NE HV LOCK A OR OR LOCKS OR TWO OR 26 W NO CKING LOCKING RODS (0 TOP /SOTTO 2 PROCEDURE TO DETERMINE MAXIMUM SPAN FOR W/ ONE HV LOCK i W/ TWO LOCKING RODS / () (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS 5 TOP 8c BOTTOM P (SEE NOTE 1') RODS ♦ (SEE NOTE t) W/ ONE HV LOCK ® OR WALL MOUNTINGS OR FLOOR /CEILING: INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING R Q # (SEE NOTE 1•) MEASURED AT BOTTOM OF SHUTTER IS 3 ". GIVEN A POSITIVE DESIGN LOAD, DETERMINE - MAXIMUM - CONCRETE &WOOD _. . -_ - CONCRETE & WOOD CONCRETE & WOOD INSTALLATIONS ♦ SPAN L+" FROM SCHEDULE. MaXMUM MAXIMUM INSTALLATIONS l INSTALLATIONS l GIVEN A NEGATIVE- DESIGN LOAD,-DETERMINE MAXIMUM- DESIGN LOAD CEILING DESIGN LOAD WALL MOUNTINGS DESI UM _ - SPAN "L -" FROM SCHEDULE. M OUNTING (a �) & - MINIMUM SEPARATION TO GLASS SCHEDULE (+ OR -) - - MOUNTWG (+ OR -) FLOOR /CEILING MOUNTINGS (p•e f.) FLOOR /CEILING MOUNTING (+ OR -) FINAL- MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE SHUTTER 1Nj ONE LOCK WITHOUT LOCKING RODS - L + (ft) L - (ft} . L + (ft) L - (ft) L + (ft) L - W I+ (ft) L - (ft) MINIMUM DETERMINED SPAN BETWEEN 'L +" AND "L - ". 30 13' -2" 16' =0' 13' -2" 16' -0 30 12' - 14' -9" 30 13' -1" 16' -0" -- - INSTALLATION W/ INSTALLATION W/ 35 12' -8" T4' -1-0" 12' -8" 14' -10' - 35 11' -9" 13' -8" 35 12' -7" 15 , -7 " (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHUTTER SYMMETR#CAL OPPOSING COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING SPAN CENTERMATES CENTERMATES 40 12' -3' 13' -10" 12' -3" ]3' -10" 40 11' -4" 12' -9' 40 12' -2" 15' -2" MOUNTINGS: 45 ]1' -11" 13' -1" IV -11" 13' -1" 45 11' -1" 12' -0" 45 11' -9" 14' -3" 1S}5" 3 5/16 - A 4' 50 -- ] 1' -7" 12' -5" 11' -7" 12' -5" 50 10' -9" 11' -5' 54 11' -6" 13'-7" FOR A GIVEN POSITIVE DESIGN LOAD: OR LESS . DETERMINE: > 105" TO Mn 55 11' -4" 11' -10" 11' -4" 11' -10' - 55 .10' -6" I-0' -11" 55 - 11' -3" 12' -11" L7 += MAX. SPAN FOR WALL' MOUNTING INSTALLATIONS. 3 71-WA 4" 60 11' -1" 11' -4" 11' -0" 11' -4" 60 10' -3" 10' -5" 60 11' -0" 12' -4" L2 += MAX. SPAN •FOR FLOOR /ZEILING MOUNTING ALLOWED 10' -10" 10' -10" 1O' -7" 1O' -10' 65 10' -0" 10' -0" 65 10' -9" 11' -11" INSTALLATIONS. ♦USE 2 1/2' FOR HD LOCK OR USE INDICATED VALUES FOR HV­ CENTER 70 10' -6" 10' -6" 10' -2 0'- 70 9' -8" 9' -8" 70 10' -7" 11' -5" FOR A GIVEN NEGATIVE DESIGN LOAD: 75 - 10' -1" s' -10 ]0' -1" 75 9' -4" 9' -4" 75 10' -4" 11' -1' DETERMINE: MINIMUM SEPARATION TO GLASS SCHEDULE: Ll-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 80 s' -10" 9'. -9" 9' -7" 9' -10" 80 9' -0" 9' -0" 80 10' -0" 10' -9" SHUTTER W ONE LOCK &TWO LOCKING RODS OR L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING / WITH ONLY TWO LOCKS 85 9' -6" 9' -6" 9' -3" 9` -6' 85 S' -9" 85 9' -9" 10' -5" INSTALLATIONS. 90 9' -3'' 9 3" 9 -0" 9' -3" 90 8'-6" 8' -6" 90 W lU' - 1 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE IN STALLATION W/ INSTALLATION W/ 95 9' -0" 81-9. 8' -9" 9' -0" 95 8' -3 MINIMUM BETWEEN "Lt + ". "L2 + ", ' 8' -3" 95 9 -2" 9' -10" "L1 -" AND "l2 -" SPAN SHUTTER SYMMETRICAL OPPOSING 100 8' -9" 8' -4" W -6" 8' -9" 100 8' -1" 8' -1" 100 9' -0' 9' -7' CENTERMATES CENTERMATES 105 8' -7" 7' -11" 8' -4" 8` -4" 105 7' -11" 7' -11" 105 8' -9" 9' -4" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM " 110 8' -4' 7' -7" 8' -2" 7' -11" 110 7' -8" 7' -7" 110 8' -7" 9' -2" ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO OR OLESS 2 3/4" ** 3 3/16" 115 8' -2" 7 -3" 8' -0" 7' -7" 115 7' -6' 7' 73" 115 8' -4" 8' -11" DETERMINE MAXIMUM ANCHOR SPACING. >105" TO MAX. 3 1/4' * ** 3 1 /4" 120 8' -0" 6' -11" 7' -10" 7' -4" 120 7' -4" 6' -11" 120 8' -2' 8' -9" ALLOWED 125 7' -10" 6' -8" 7' -8" 7' -0' 125 7' -3" 6' -8" 125 8' -0" 8' -5" ♦ MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR ** USE 2 15/16" FOR HV '7" LOCK `L"J W/ 3�5 130 7' -8" 6' -5" 7' -6" 6' -9' 130 7' -1' W -5" 130 7' -10" 8' -1" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 * ** USE 4 1/8" FOR HV "T" LOCK ih'� 3�5 135 7' -7" V -2" 7' -4" W -6" 135 V -11" 6' -2" 135 7' -9" 7' -9' psf. DESIGN LOAD. USE INDICATED VALUES �OR�WV CE�. 0000•• • 140 7' -5' 5' -11'" 7' -3' 6' -3" 140 6' -10" V -11" 140 7' -7" 7' -6' 145 7' -3" 5' -9" 7' -1' 6' -0" 145 $' -8' 5' -9" 145 7' -5' 7' -3" T 0 0 0 o 000 • H . V. CORNER CENTERMATE 3 MAY BE ' • • 150 7 -2" 5' -7" 7' -0" 5' —t o" 150 fi' -7" 5' -7" 150 7' -4" 7' -0" t CONCRETE, k, WANSORY WOOD : 155 7' -0' 5' =5" 6 -]D" 5' -8' 155 fi' -fi" 5' -5" 155 7' -2' 6' -9" USED AT ALL MOUNTING INSTALLATIONS. LOCKING • • ....�� SPECIFICATIONS SHALL BE AS INDICATED ON • • • • 160 s' -t1" 5' -2" s' -9" 5' -6' 160 6' -5' 5' -2' 160 7' -]" 6' -7' WALL B!{�, E, Pti.1��0, P, {�'•:: - 165 C -10" 5' -1" 6' -8' S -4" 165 fi' -3' 5' -1" i65 7' -0' MANDATORY COND ON #2 NOTE J5, SHEET S OF 26. 6' -4" ITI, MOUNTING s& v. F, .K lit• 0000 0000 • 170 6' -9" 4' -11" 6' -7' 5' -2' 170 W -2" 4' -11" 170 W -11" 6' -2' G • I J. T, W, W 8t � 175 6' -7" 4' -9' 6' -5' V -0" 175 6' -1' 4' -9" 175 6' -9" 6' -0" FLOOR /CEILING • • &• MOUNTING 000.9 1$0 6` -6' 4' -8" 6' -4" 4` - 10" 180 6' -0" 4' -8" 180 6' -8" 5' -10" - 185 V -5" 4' -6" 6' -3" 4' -9' 185 5' -11" 4' -6" 185 6' -7" W -8" •• • 9.90 190 6' -4" 4; -5" fi; -2" 4' -7p 5' 19fl 5' -10" 4; 3' -5p 190 6' -6' 5' -6" T HV B_LkDE 0000 195 6' -3" 4' -3" 6' -1' 4' -6' 195 -9" 4' - 195 6' -5" 5' -5' 200 - 6' -2" 4'-2- 61-0. 4'-5 200 5' -9' 4'-2 200 W -4" 5' -3' 205 6' -0" 4' -1" W--0' 4' -3" 205 5' -8" 4' -1' 205 6' -3" 5' -1" F.B. .(High Ve locity H urricane Zone) pncsu p¢ © 2003 EASTERN METAL SUPPLY, INC. as 0 I f t _~ ? - AC SHUTTE -2 0"IEIRTHA HV s: e, £ T OEIC0 1 m r-1 . AN AWN NGS, INC. _ Shutter System =I �'�� T #LL#T TEST#NG & ENGIN COMPANY No DESORipTION DATE Drawn by: F.P. 6355 N.W_ 38th. SL, Ste. 305, MRGINIA GARDENS, FLORIDA 33168 981 N.W. 80 AVE. SUITE 7 V & W 1 DATE: 02/06/07 Phone : (305)871 -1530 . Fmc : (305,1871 -1531 2 ' K °~ e-mail: HMI -�'H GARD 3301 3 OR No -moil: EB- 0006719 07- U 1 7 WALTER A. T1LLIT Jr. P. E. PH (305) 799 -21068 FAX (305) 828 -7082 4 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 5 SHEET 6. 12 OF 26 � 6 A MCH ORS SPACING, LFGEND? M IMUbd DESIGN PRESSURE RATING (12.g. f.) R N I ( in.) - _ - SEE ANCH_O.R TAPCON _ pu "POfNTS `SOUII- SET. FOR A - GIV_E_ N MAX..- SHUTTER SPAN. -DESIGN NEGATIVE - LOAD _ XD _.A-- Q0RRE-SPO tN-G_' .MOUNTING -T' P ET E ..... _ FOR CONCRETE - OR OCIMCRE - BLOCK INSTALLATIONS _. ........ ' WEDGE-BOLT OIL SHEET 14 - (SEE MOUNTINGS A, B, C, D AND F ON SHEET 6) POURED CONCRETE - POURED CONCRETE /CONCRETE BLOCK A WALL HEADER MOUNTING (A )WALL HEADER M.OUNTING - D W SILL MOUNTING WALL SILL MOUNTING C & F WALL HEADER SILL MAXIMUM WALL - HEADER MOUNTING W/ ® O MOUNTING SPAN (ft) NEGATIVED GN LOAD (W) NEGATIVE DESIGN LORD' (psf) NEGATIVE DESIGN LOAD (Psf) - - NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) - - -- - - -- -_- - 30 40 60 C75 90 120 160 205 30 40 60. 75 90 120 160 205 30 -=40 60 -75 90 120 160 205 30 40 60 75 - - 90 720 160 - 205 30 40 - 60 - - 75 - 90 120 - 160 205 30 40 - 60 - 7 50 5 90 120 - 7 205 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8- 6 6 14 12 10 9. 8 8 6 6 14 12 10 9 8 8 6 3 14 12 110 - 9 1 8_ 8 6 3 8 8 8 - 8 8 8 7.5 6 3' -0 14 12 10 9 8 8 6 6 74 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 74 12 110 9 8. B 6 6 8 8 8 8 8 8 8 8 OR LESS - 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 14 12 .10 9 8 •8 6 6 14 12 10 9 8 6 6 .5. 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8- 8 14 12 10 C C 8 j 8 6 3.5 14 12 10' 9- 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7.5 1 3 - 14 12 10 9 8 7.5 5.5 - _ 8 -_ 8 8 8 8 7.5 5.5 4.5 4' -0 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 1 8 8 1 6 6 14 1 12 .10 9 8 8 5.5 74 12 110 9 8 8 6 5 8' 8 8 8 8 8 8 8 14 12 10 9 8 8 6 1 6 14 112 1 10 9 1 8 8 6 6 14 1 12 70 9 8 8 6 6 14 72 10 9 8 •8 4 - 74 12 10 9 8 8 6 3.5 8 8 8 8 8 8 B 8 - 74 i2 10 9 8 8 4 3 14 12 1 10 9 8 8 -6 3 114 1 12 10 9 8 8 6 6 14 12 •10 C97 8 3 - - 14 12 10 9 8 6 - - 8 8 8 8 8 1 & 4.5 3 5` -0 14 12 10 1 9 1 8 8 5.5 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 .9 8 7 - 14 12 10 1 9 8 8 6 - 8 8 8 8 8 8 8 8 14 1 12 10 9 8 8 6 4.5 14 72 10 9 8 8 6 6 14 i.2 10 9 8 8 6 6 14 12 10 9. 8 1 5 - - 74 72 10 1 9 8 8 1 4 - 8 8 8 8 8 1 8 7 6 74 12 10 9 8 5 3 - 14 12 10 .9 8 8 3.5 - 14 12 10 9 8 8 6 5 14 12 10 8 4 - - 14 12 10 8 6.5 3.5 8 8 8 8 6.5 5 3.5 - 6' -0 14 12 10 9 8' 5.5 - - 14 12 10 9 8 8 4.a - 14 12 10 9 8 8 6 6 14 12 10 •9 8 4 - - 14 12 10 9 8 8 3 - 8 8 8 8 8 8 8 6 74 72 10 9 8 8 5 3.5" 14 12 10 9 8 8 6 .4 14 12 70 9 8 8 6 6 . 14 12 70 9 7.5 3 - - 14 72 10 9 8 7 - - 8 8 8 8 8 8 5 4.5 14 12 10 9 7 3.5 - - 14 72 10 9 8 5.5 - - 14 12 10 9 8 8 6 4 14 12 9 5 - - - 14 12 8 7 5.5 - - - 8 8 8 7 5.5 4 - - 14 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 5 14 12 10 9 6 - - - 14 12 10 9 8 5 - - 8 8 8 8 8 8 7.5 4.5 F 14 1 12 70 1 9 8 6.5 4 - 14 12 10 9 8 8 5 - 14 12 10 9 8 8 6 6 14 12 10 9 4 - - 14 12 10 9 8 3.5 - - 8 8 8 8 8 8 5.5 3.5 14 12 10 8 5 3 - - 14 12 10 8 8 3.5 - - 14 12 10 9 8 8 5 - 14 11.5 7 3 - - - - 14 11.5 7 6 3.5 - - - '8 8 7.5 6 5 3.5 - - 8' -0 14. 12 10 9 5.5 - - - 14 12 JO' 9 8 4.5 - - 14 12 10 9 8 8 6 - �4. 12 10- 7 4 - - - 14. 12 10 9 8 3. - - 8 8 1 8 8 8 - 7.5 5.5 3.5 7 - 1 <. 10 3 1; „ - - 7 ", °r0 i i 8 f 0 1 8 8 3 5.5 4 - - 14 12 10 5.5 3.5 - I - I - 14 1 12 110 9 6.5 - - - 14 12 10 1 9 1 8 6.5 1 - - 13-5 1 4 1 - - 1 7 1 113.5110 6.5 1 5 1 1 - 8 1 8 1 6.5 5.514.51 3 - - W -0 14 12 10 6.5 4 - - - 14 12 10 9 7.5 3 - - 14 12 10 9 8 7.5 - - 14 12 10 5 - 114 12 10 1 9 5.5 1 - j - 8 1 8 1 8 8 1 8 j 6.5 4.5 3 14 12 10 9 7 4 - - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 1 9 4 - - - 8 1 8 1 8 8 8 14.5 3 - 14 12 8 4.5 3 - - - 14 12 10 9 4.5 - - - 74 12 10 9 8 - - - 72 9 3 - - - - - 12 9 6 3 - - - 8 8 1 6 4.5 4 1 - - - 10' -0 14 12 9.5 5 3.5 - - - 14 12 10 9 5.5 - - - 14 12 10 9 8 - - - 14 12 7 3.5 - - - - 14 12 10 8 4 - - - 8 8 8 8 8 5.5 4 - 14 12 10 8.5 5.5 - - - 14 72 10 9 8 - - - 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 10 5.5 - - - 8 8 8 8 7.5 4 - - 14 12 6 3.5 - - - - 14 12 10 6 - - - - 14 12 10. 9 - - - - 11 8.5 - - - - - - 11 8 5.5 - - - - - 8 8 5.5 4.5 3.5 - - - i l' -0 14 12 7 4 - - - - 14 12 10 7 - - - - 14 12 10 9 - - - - 14 12 5 3.5 - - - - 14 12 10 5 - - - - 8 8 14 12 10. 7 - - - - 14 12 10 9 - - - - 14 12 10 9 - - - - 14 12 3.5 - - - - - 14 12 10 3.5 - - - - 8 8 8 8 6.5 3 - - 9000 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 10 7.5 - - - - - - 10 7.5 3.5 - - - - - 8 7.5 5 4 3 - - - • 0000 • ..•.• 14 12 5.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 4 - - - - - •14 12 10 - - - - - 8 8 8 8 7.5 4 3 •r • • • •• 14 12 9 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 3' - - - - - 14 72 7 - - - - - $ 8 8 7.515.51 3 - •r• • �••••� ••0•i 14 12 4 - - - - - 14 12 7.5 - - - - - 14 12 10 - - - - - 9 5 - - - - - - 9.5 7 - - - - - - 8 7 4.5 3.5 - - - ••• • • 13' -0 14 12 4.5 - - - - - 14 12 9 - - - - - 74 12 10 - - - - - 14 12 4 - - - - - 14 12 6.5 - - - - 8 8 8 8 6.5 3.5 - ••. 0 •0.0• 9999• • 14 72 7.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 74 9 - - -• - - - 14 12 4.5 - - - - - 8 8 $ 7 4.5 - - •r9 0 : •9•• 0.9.9 14 10.5 3.5 - - - - - 14 12 5.5 - - - - - 14 12 10 - - - - - 8.5 3.5 - - - - - - 8.5 6.5 - - - - - - 8 6.5 4 3 - - - •.r• • • • 9999• 14' -0 14 12 4 - - - - - 14 12 6.5 - - - - - 14 .]2 10 - - - - - 14 9 4 - - - - - 14 72 6 - - - - - 8 8 8 8 5.5 3 -• -• 900.0• 9999•• 14 12 6.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 '6.5 - - - - - - 14 12 3.5 - - - - - 8 8 8 6 4 - -• •. • 0 • 0 • • 14 8.5 - - - - - - 14 12 - - - - - - 14 12 - - - - - - B. 3 - - - - - - 8 6 - - - - - - 8 6 4 - - - -• - • • • ••••i• 15' -0 74 9.5 - - - - - - 74 112 - - - - - - 14 72 - - - - - - 14 7 - - - - - - 14 12 - - - - - - 8 8 8 7 5 3 -• - �••••• • • 14 12 - - - - - - 74 12 - - - - - I - 114 12 - - - - - - 14 5 - - - - - - 14 11.5 - - - - - - 8 8 7.5 5 3.5 - - .- 0999 �'•��� 74 - - - - - - - 14 - - - - - - - 14 - - - - - - - 7.5 - - - - - J 7.5 - - - - - - - 7.5 6 4 - - - - �•••• - - - - - - - 14 - - - - - - - 14 - - - - - - - 14 EL - - - - 74 - - - - - - - 8 8 8 6.5 4.5 3 74 - - - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - 14 - - - - - - - 8 8 1 7 4.5 3 - - - .(I) HV BLADE F.B.C.( Veloc H- u rricane Zone) PROD ;jC7 RR -�� O 2003 EASTERN "METAL SUPPLY, INC. Baidbta.Code AC SHUTTERS BIERT14A HV TM_. Acc_- Fis 07- 07.1 - - � 2_01 i I N C .. AND AWNINGS, INC, Accordion Siutter System -- --- - - - - -- - - - - - -- - - -�- -- - -- - - - - - - _ -- - - - - - -- - - - - -- - - - - - -- - -- (ASSA � 37�) REV. N DESCRIPFIt3N RATE Drown by: F.P: - TILLiT TESTING & ENGINEEPJNG COMPANY 6355 iq.W. 36th. St., Ste. 345, VIRGINIA GARDENS, FLORIDA 33166 9 811 N.W. 80 AVE. SUITE 7 V & W 1 DATE: 02/06/07 Phone - . (305J87.1 -1530 . Fox -. (305)871 -1531 }{�H GARDENS, 'FL. 3301$ 3 DRAWING No e -mail: tilteco6col.com EB- 0006719 0 -7-0 1 7 WALTER A. TILUT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 .t FLORIDA 'Lic MIAMI -DADE COUNTY F.E. SEAL /SIGNATURE /DATE . 44167 $ SHEET 1 1 13 OF 26 NCHQRS SPACING LEGEND MAXIMUM - DESIGN PRESSURE RATING S Q AND CORRESPONDINU MAXIMUM ANCHOR* *GAECIFICATIONS O N ANCHOR REOJIREMENTS• POURED CONCRETE OR CONCRETE BLOCK _..__.. __ ... TAPCON ' . _ _ -.. - ' . ".-NEGATIVE - _ ..._.. - .......... SUBE RATES SPACING {In SCHEDULE FOR A GWtN MAX SHt TER SPAN DESK . NEGATIVE LOAD ALL POINTS. soup -s>:r - _ WEDGE -BOLT AND -A CORRESPONDING M TYPE FOR CONCRETE= jNSTALI=AT10 1. ANCHORS TO WALL SHALL BE AS-- FOLLOWS: (SEE MOUNTINGS E, G, & H ON SHEETS 6 & 7). (A) TO - EXISTING POURED CONCRETE- (Min. Vc -'3 ksi) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. - RAMSEr/ RED HEAD. POURED CONCRETM/EONCRM •BLOCK POURED CONCRETE - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & - SPECIALTY COMPANY. E ©CEILING MOUNTING FLOOR MOUNTING WALL SILL MOUNTING - 1/4 "0. WEDGE -BQLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. Q � - MAXIMUM - NOTES: - SPAN (ft) _ NEGATIVE DESIGN-LOAD. (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) A.1) MINIMUM. EMBEDMENT INTO POURED CONCRETE OF TAPCON - ANCHORS IS 1 3/4 ", AND 2" FOR WEDGE -BOLT - _ - 30 40 60 75 1 90 120 160 30 40 60 75 90 120 160 205 30 -40 60 75 90 720 160 205 _ANCHORS. _ - --- - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED ' 14 12 ' 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 OR' LESS 14 12 10 9 $ 8 6 6 14 72 ?D 9 8 8 6 6 14 12 10 9 8 $ 6 6 1/2` LONG MINIMUM SHOULD STU? `CC 1- 71 0ST, AND i ` MINIMUM FOR WALLS WITH NO STUCCO. 14 .12- 10 9 8 7.5 5.5 3.5 14 12 t0 9 8 8 6 6 14 12 10 9 -8 8 6 5 A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE 4' -'0' 14 12 10 9 8 8 6 6 1-4 12 10 1 9 8• 1 8 1 6 S 174 1 10 9 8 8 6 5.5 EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 FINISHES. ANCHORAGE SHALL BE AS INDIGATED ON NOTES A.1) & A.2) FOR INSTALLATIONS ON VINYL SIDING - 12- 10 9 8 S •4 - 14 17 10 9 S. 8 - S 5 14 12 ?0 9 8 7 5 4 OR EIFS .CONSULT THIS ENGINEER. 5' -0" - t4 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 14.5 (B) TO EXISTING CONCRETE BLOCK WALL 14 12 10 9 8 8 '6 4 1.4 12 10 9 8 8 6 6 14 12 10 9 -8 - . 8 6 1 6 - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ TIED HEAD•. 14 12 t0 $ 7 5 - - 14 72 ?0 9 $ 7.5 5.5 4 t4 ?2 t0 9 7.5 5.5 4 3 - 1/4 "0 x 3/4" ALL POINTS SOLID -sET ANCHORS AS DISTRIBUTED- BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. •6' - 14 12 10 9 8 8 6 4.5 14 12 1 10 1 9 $ 1 8 6 5 1 14 1 12 10 1 9 j 8 6.5 5 3.5 1 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED 13Y POWERS FASTENING, INC_ 14 12 10 9 8 8 5 3 14 12 10 1 9 8 8 6 6 14 12 10 9 8 8 6 5.5 NOTES: 74 12 9 7 6 3.5 - - 14 12 10 1 9 .8 6 4.5 3.5 74 -12 10 8 5.5 5 3.5 - B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4'. 7' - 0" 14 12 10 9 8 & 5 3.5 14 12 10 1 9 8 7 5 4 14 12 1 9 7.5 5.5 4 3 14 12 10 9 8 6.5 3.5 - 14 72 10 1 9 8 •8 6 6 14 12 10 9 -8 8 6 4.5 6.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED 14 11.5 7.5 6 5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 8.5 7 5.5 4 3 - INTO THE CONCRETE BLOCK, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2 LONG MINIMUM SHOULD STUCCO EXIST, AND I " MINIMUM FOR WALLS WITH NO STUCCO. 8' - 0' 14 72 10 - 9 4 - 74 12 10 9 8 6 4.5 - 14 12 10 8 6.5 5 3.5 - - _ _.. - �. „y C,,;L' irii,F `rittih5i 5lulvt PRE(nST GONtkEFt rANELS, rAVtltS OR ANY VENEER 6trvUNu ui 14 i1 10 9 8 5 3 - 14 72 10 9 8 8 ' 6 - 14 12 t0 ' 9 B l 5 - `) . J iris 73.5 10 7 5.5 4 1 - - 14 12 10 8 6.5 5 - - 14 11.5 7.5 6 5 3.5 1 - - EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES E1.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING 9' -0" 14 12 10 9 8 5.5 - - 14 72 10 9 7.5 5.5 - - 14 12 8.5 7 5.5 4 - - OR EIFS CONSULT THIS ENGINEER. 14 12 10 9 7 4 - - 14 12 10 1 9 8 8 - - 14 12 10 9 8 6 - - 12 9 6 4.5 3 - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE 10' -0" 14 12 70 9 7.5 - - - 74 12 10 8 6.5 5 - - 14 72 8 6 5 4 - - ANCHOR'S MANUFACTURER. 14 1 12 10 8 5.5 - - - 14 72 10 9 8 1 7 1 - - 14 j 12 10 1 9 7.5 5.5 - - (D) -SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 11 • 8.5 5.5 3.5 - - - - 14 72 8 6.5 5 4 - - 12.5 9.5 6 5 4 3 - - 11'-0' 14 12 10 9 - - - - 14 12 9 7 6 4.5 - - 14 10.5 - 7 - 5.5 4.5 3.5 - - EDGE DISTANCE VERSUS SPACING FOR ANCHORS 14 12 10 6.5 - - - - 14 12 10 9 8 6.5 - - 14 12 10 B 7 5 - - 0000 MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR • • 10 7.5 5 - - - - - 14 11 7.5 6 5 - - - 11.5 8.5 5.5 4.5 3.5 - - - 1/4 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. D. LESS THAN i • • • • • • • • • • • • 12' -0" 14 12 70 - - - - - 14 12 8 6.5 5.5 - - - 13 10 6.5 5 4 - - - THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING 14 12 9 5.5 • • • • • • • SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE • • • • • • • • 0 • 14 12 10 9 8 - - - 14 12 95 75 6 - - - - .. - - • •0000 Min. E. D. FOR ALL POINT SOLID SET • ANCHORS IS 37. REDUCED *00000 9.5 7 4 - - - - - 3.5 10 6.5 5.5 4.5 - - - 10.5 8 5 4 3.5 - - - SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM • • • 0000•• 13' -D" 14 12 10 - - - - - 14 # 1.5 7.5 6 5 - - 12 9 6 4.5 4 - - - SPACING INDICATED FOR EACH ANCHOR TYPE. • 000* • 0000 i • • • i • • 0000• • • 14 72 7.5 - - - - - - 14 12 10 8.5 7 - - - 14 12 8.5 7 6 - - - FACTOR 8.5 6.5 3.5 - 0000•• •000 0•i•• . - - - - 2.5 9.5 6 5 - - - - 10 •7.5 5 4 - - - - ACTUAL E. D. WEDGE -BOLT 1/4 TAPCON soup sEr • • • • 14' -0' 14 12 9 - - - - - 14 10.5 7 1 5.5 - - - - 11 8.5 5.5 4.5 - - - - •• •• 0000 0000•• MIN. SPACING = 3 MIN. SPACING = 3" MIN. SPACING 3.5` ♦ • • • • • 0 • • 14 12 6.5 - - - - - 14 12 10 8 - - - - 14 12 8 6.5 - - - - . 8 6 - - - - - - 12 9 6 - - - - - 9 1 7 14.5 - - - - - 3" 0.83 0.83 0.78 • i • • •�•••• 15' -0' 14 12 - - - - - - 13.5 70 6.5 - - - - - 10.5 8 5 - - - - - 2 i/2" 0.66 0.66 - • • • • • • • • ••0• 14 71 14 12 9.5 - t 4 1 t.5 7.5 2" 0.50 0.50 • • • • 7.5 - - - - - - - 11 8 5.5 - - - - - 8.5 6.5 4 - - - - - 0000 1-6' -0" 14 - 12.5 9.5 6 - - - - - 10 7.5 5 - - - 14 12 9 - 14 10.5 7 - - - - O -H V B LADE . - - - - - - F.B.C. (High Velocity Hurricane Zone) PRODUCT RE%MED © 2DQ3 EASTERN METAL SUPPLY, INC. ase comp ykIg i fie► �� g 3c- - A SHUTTERS 7`HA V 7 L e e € r r N - CI Z 1 .o I� Ae o z IE I I L C 3..c. _ AND AWNINGS, I N GS, I N -C. Accordion Shutter System 8,3, - - - -- -- - - -- {ASSQ - 3T5 } -- - - -- - EY. No DESCRIPTION DATE Drown bye F.P. hil"I i Bade or sly C- 10 -nE�a$ C7-) i 71LUT TESTING & ENGINEERING COMPANY Division 6355 N.W. 36th. St Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 9$11 •W. $0 AVE. SURE 7 V & W DATE: 02/06/07 R" $ - Phone : (30.5.)871 -1530 . Fax : (305)871 -1531 kt�A6•I GARDENS, FL 33016 2 DRAWING No • 0 7 701)? e -mail: tilteco0col.com 3 O e a r EB- 0006719 WALTER A T1LLIT Jr. P_ E. PH (305) 799 -20-68 FAX {305) 828 -7082 4 MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 5 SHEET OF 2& e 5` ANCHORS SPACIG-LEGEN MAXIMUM DESIGN PRESSURE RATING - >a.s..f. AND CORRESPONDING MAXIMUR ANCHOR* _TAPCOK..._ .._...... __ .. .. SPAC�M ) .SC#iEDir LE FO L A C�1t�N NCAX, 5H_ UTTER SPAN: DESI�h1 NEGATIVE LOAD _.._ __ ALL POINTS SOLID -SET WEDGE -BOLT AND A CORRESPONDING MOUNTING TYPE FOR = CONCRETE •& CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1, J, K -& L ON SHEET 7). • POURED - CONCRETE POURED CONCRETE /CONCRETE BLOCK I�WALK OVER MOUNTING �J RAINGUARD MOUNTING Q WALL /FLOOR MOUNTING t :+ WALL /WALK OVER MOUNTING MAXIMUM SPAN (ft) NSDATP& DESIGN LOAD (pso NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (ps NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 3-0- 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 -- - - 14 12 10 9 8 8 6 6 12 72 72 12 - j 12 71 8 1 6 7 7 1 7 7 7 7 7 6 5 5 5 5 5 5 5 5 3' -0" 14 12 10 9 8 8 6 6 12 12 12. t2 1 12 12 9.5 1 7 7 7 7 7 7 7 7. 7 5 5 5 5 5 .5 5 5 OR LESS 14 12 10 9 8 8 6 6` 12 12 12 12 112 12 12 70.5 7 7 7 7 7 7 7 7 5 5 1 5 1 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 11 8 6 4.5 7 7 7 7 -7 7 5.5 4.5 5 5 - 5 5 5 5 4.5 - - - 4' -0" 14 12 10 1 9 8 8 6 6 12 12 12 -12 12 9.5 7 5.51 7 7 7 7 7 7 7 1 7 5 1 5 5 5 5 5 1 5 5 14 12 J•0 9 8 8 1 6 6 - 12 1.2 12 12- 12 12 10 8 1 7 7 7 7 7- 7 7 1 7 5 5 5 5 5 5 1 5 5. 14 12 10 9 8 8- 6 6. 12 12 12 105 8.5 6.5 5 3:5 7 7 7 7 7 6 5.5 4.5 5 5 5 5 5 5 1 5 3.5 5' -0" 14 12 10 9 8 8 6 6 12 ' 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 1 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 11 8 6.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 1 5 5 14 12 10 9 -8 8 6 6 12 12 11 8.5 7 5:5 4 3 7 7 7 7 6.5 5 3.5 3 5 5 5 5 5 5 4.5 3 6' -0" 14 12 1 10 1 9 8, 8 6 6­12 12 12 10 8 6 14.5 3.5 7 7 1 7 1 7 7 1 7 7 7 5 5 5 1 5 5 5 5 5 14 -• 12 10 9 8 8 1 6 6 72 12 12 '12 12 9 6.5 1 5 7 7 7 1 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 .8 8 1 6 6 112 12 9.5 7.5 6.5 4.5 3 - 7 7 7 j 7 - 5.5 4 3 - 5 5 5 5 5 4 3 - 7' -0" 14 12 70 9 8 8 1 6 6 12 12 12 :8.5 1 7 5 4 3 7 7 7 7 7 7 7 6 5. 5 5 5 5 5 5 5 -- 14 12 10 9 8 8 6 6 12 12 12 12 10.5 7.5 5.5 4.5 7 7 7 7- 7 7 6 4 5_ 5 5 5 5 5 5 4.5 - 14 72 10 9 8 8 1.6 - - 12 12 8 6.5 5.5 4 3 - 7 7 7 6 5 3.5 - - 5 5 5 5 5 3,51 3 1 - 8' -0" 14 12 10 9 8 8 1 6 - 12 12 In. 5 7 6 45 z.5 - 7 7 a ° ' ?., 7 5 5. 17 r 14 12 10 9 8 8 6- 12 12 12 9.5 8 6 5 4 7 7 1 7 7 7 1 7 1 5 3 5 1 5 5 j 5 1 5 5 1 5 1 4 14 12 10 9 8 8 - - 12 1 7 6 5 3.5 - - 7 7 16,5 5 4.5 3 1 - - 5 1 5 5 5 14.5 3 - I - 9' -0" 14 12 10 9 8 8 - - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 1 5 5 5 1 5 14 12 10 9 8 8 - - 72 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 6 4 - 5 5 5 S 1 5 5 4 3.5 14 12 10 9 8 - 8 - - 112 1 10 6.5 5 4 3 - - 7 7 .6 4.5 4 3 - - 5 5 5 4.5 1 4 3 - - 70' -0" 14 12 10 9 8 8. - - 112 f 71 8.5 6 1 5 1 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 14 12 '10 1 9 8 1 8 1 - - 112 1 12 11 8.5 1 7 5.5. 4 3 7 7 7 7 7 5.5 3 - 5 5 5 1 5 5 5 4 3 14 12 10 9 8 1 8 1 - - 12 1 9 6 4.5 1 4 3 - I - 7 7 5.5 4.5 3.5 1 - I - - 5 1 5 5 14.5 3.5 - - - 7 14 12 70 9 8 8 72 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3�5 - 5 5 5 5 5 5 5 4 0000 14 12 10 9 8 - - 8 12 12 10 8 6.5 5 3.5 3 7 7 7 7 6.5 5 5 1 5 5 5 5 5 3.5 3 • • •••• 0000•• • • 14 12 10 9 B - - - ti 8 5.5 4 3.5 - - - 7 7 1 5 1 4 3 - - ~ 5 1 5 5 4 1 3 - - •• 0 • - • • • • 12' -0" 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 1 7 7 7 6 3 - 5 1 5 5 5 4.5 3.5 011 •• •• 0000•• • 14 12 10 9 8 - - - 12 72 9 7 6 4.5 3.5 7 7 7 7 6 4 - - 5 5 5 5 5 4.5 3.5 - 000000 • • • 14 12 110 1 9 8 - - - 10 17.5 5 4 3 - - - 7 7 4.5 3.5 3 - - - 5 5 4.5 3.5 3 - - - • •000 • i•••i• • • 13' -0" 14 12 10 9 8 - - - 11.5 j 8.5 1 6 4-5 3.5- 3 - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 9110 • *0000 14 12 10 9• 8 - - - 12 112 18.5 6.5 5.5 4 3 - 7 7 7 7 5.5 3.5 - - 5 5 5 5 5 4 3 - 99900 0000 ••••• 74 12 10 9 - - - - 9.5 1 7 4:5 3.5 3 - - - 7 6.5 4 13.5 - - - - 5 5 4 3.5 - - - - •• •• •0.0 000000 14' -Q" 14 12 10 9 - - - - 10.5 8 5.5 4 3.5 - - - 7 7 7 1 7 7 4 - - 5 1 5 5 5 5 5 4 3 0 •• • • • • 0000•• 14 12 iQ 9 - - - - 72 11.5 7.5 6 5 4 3 - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 3 - • •x•0.0 74 1 12 10 - - - - - 8.5 6.5 4 3.5 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - i ••• • i••••i 15' -0" 14 72 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 1 7 7 3.5 - - 5 5 5 5 5 5 4 3 00 0 0060 14 12 10 - - 1 12 11 7 5.5 4.5 3.5 - I - 7 7 7 6 5 - - - 5 5 5 5 5 3.5 - - B LA DE 0••••• 14 12 10 - - - - - 8 6 4 3 - - - - 7 5.5 3.5 3 - - - 5 5 3.5 3 - - - - 16' -0" 14 12 10 - - - - 1 9.5 7 4.5- 3.5 3 - - - 7 7 7 1 7 1 6 3 - - 5 5 5 5 5 1 4 .5 74 12 1 10 1 - 1 12 1 10 6.5 5.5 4.5 3.5 - 7 7 7 1 .5 - 1 5 5 - F.B.C.(High Velocity Hurricane Zone) 00. 2003 EASTERN METAL SUPPLY, INC. - �s C SHUTTERS °r TM Acmpbaw�e No 04 E EAuft 1:1 T I N C AM AWNINGS INC AC -- - -- - -- -- -- -- - -- - - - - 4t It E C \ 1 �, cc - Shutter System (ASS # - -- - R EV. No DESCRIPTION DATE Drown by. F.P. f134 zxI's �� •di>' m TILLIT TESTING & ENGINEERING COMPANY seESict3a 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33156 9811 N.W. 80 AVE. SUITE 7 V & w ° DATE: 02/0607 Phone : (305)871 -1530 . Fox : (305)871 -1531 HALFAH GARDENS, FL 33016 2 DRAWING No FEB 0 7 � e-ma il: t EB- 0006719 cam g 007 07-017 B €-tdU 00 &718 ¢ WALTER A. TILLIT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 FLORIDA Lc MIAMI- I)AD COUNTY P.E. SEAL /SIGNATURE /DATE . � 44167 5 SHEET s 15- OF 26 4 � � MAXIMUM DESIGN PRESSURE RATING -a-s. AND CORRESPONDING MAXI M ANCH0R SPACING {in., SCHEDULE FOR _._ ....... ... _ ......_. GIVEN MAX: SHUTTER SPAIN. NEGATIVE _DESIGN LOAD AND A =CORR` SPONUNG MOU;NTIMG TYPE. (SEE MOUNTINGS ON SHEETS 18 & 19). SOUTHERN PINE No_ 2 W/ MIN. G =0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2 MIN. CDX DOUGLAS FIR W/ - MIN. G =0.50 W/ MIN,_ G =0.43 W/ MIN. G =0.36 - PLYWOOD - _ MAXIMUM _ - SPAN (ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T - M, N, 0 & R FLOOR MOUNTINGS M, N, 0 &. R FLOOR MOUNTINGS M, N 0 & -R FLOOR MOUNTINGS WALL MOUNTINGS W &X W &X W:14 X P &Q NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE' DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) ' NEGATIVE DESIGN LOAD (psf) NEGAIM DESIGN LOAD NEGATIVE DESIGN LOAD (psf) 30 1 60 75 90-105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60.75 .90 05 - 130 40 60 75 •90 05 140 60 75 •90 05 - OR LESS 1.2 _ 10 1 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6_ _ 12 TO 10 9 8 1 8 6 6 1 6 - 6 6 1 6. _6 1 5 4 4 4 3_ - 4' -0" 12 1 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6. 6 12 1 G. 10 9 8 18 6 6 6 6 8 6 6 6 4 4 1 4 1 3 5' -•0 " 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6. •6 6 6 6 5- 12 10 10 9 8 7 6 6 6 .6 6 5 6 5 4 4 -4 3 6' -•0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12-110 1 10 9 8 5 6 6 6 5.5 5 4.5 12 10 10 9• 6 "3.5 6 6 6 6 5 4.5 6 6 4 4 3.5 - 7'-p" 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 6 6 6 5 4 3.5 6 5 4 4 - - 8' -0" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - - 9' -0" 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6_ 6 4.5 4 , 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3,5 - - - 10' -0" 12 10 7.5 4 - - 6 6 5 4 i . - ? .10 6 3.. - - 6 .. 6. i. 3.5 3 ., „ J . - 6 , 6 4 --� 5 1- � -- 6 5 - - - - 11' -0" 12 10 5. .5 - - - 6 1 6 4.5 - - - 12 10 14.5 - - - 6 15.5 j 15 - - - 12 10 - - - 6 5.5 4 1 - 1 - - 6 5 - - - 12'-0" 12 j1O 14.5 - - 1 6 6 4 - - - 12 10 13.5 - - - 6 15 3.5 - - - 12 10 - - - 6 5 3.5 - 1 - - 6 5 - - - - 13' -0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - ]127.5 - - - - 6 4.5 - - - - 6 4.5 14' -0" 12 10 - - - - 6 5.5 - - - 12 7 - - - - 5.5 4.5 - - - 7 - - - - 5.5 4.5 - - - - 6 3 15' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - - - - - - 5 - - - - - 6 - 16 12 - - - - - 6 12 - - - - - 5 - - - - - - - - - 5 1 - 1 - - - - 6 - - - - - NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. •••••• •••••• t. ANCHORS t0 WALL, FLOOR OR SOUR WOOD SOFFIT SHALL 8E AS FOLLOWS: • •••••• - 1/4 ° 0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT � H V BLADE •••• • • • • • • •••••• EACH SECTION ON SHEETS 18 & 19, •e•• • e•e•• • • EXCEPTION: SEE NOTE 2 FLOW. • • o � • • ♦ • • • • e • • • 2. ANCHORS TO HOLLOW CEILING SHALL. BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF • • • • • • • • • • • • • e • • • • LAO SCREWS AS PER NDS 2001 SPECIFICATIONS. • • • • • • • • • • 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: • • • • 0.00.4 - SOUTHERN PINE No. 2 W/ G-0.55 (N.D.S) i • • • * • • • • • • • - DOUGLAS FIR W/ G =0.50 (N.D.S.) • • • • • • • i • • • • - SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) • • - SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) • • • • -MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND' SPECIFICATTONS OF THE ANCHOR MANUFACTURER F.B.C.(High Velocity Hurricane Zone) rpr mil r i (9 - 2003 EASf•FRN METAL SUPPLY, INC. AC SHUTTERS BE RTHA HV TM A� :Swca l: Z :� d - 0 I . o °®r a _ ` �- r� 1 L EM -� �, . AN D AI _ G�, t . _ Accozdion SS�iutte� S_y_s e - -- -- - - - --------------- - - -_ -- --- --- -- - - - . - - -- ---- - --- --- - - --- -- - - "- - - - ---- - -- a,Z• -- - -(A SSA # 37 5 ) '�xtpacf "� °�°_`` T111iT TESTING &ENGINEERING COMPANY REV. N D ESC RI PTID N DATE Drawn b : F.P. RVdS3tE3E T `" -- - 355 N'.N'. 36th. SL, Ste. 305, VIRGINIA GARDENS, FLORIQA 33166 9�1 N•W 6ti AVE. - SUITE 7 V & W- 1 'DATE: o7 /osfo7 hone : (305)871 -1530 . Fax : (308)871 -1531 HIALEAH GARDENS, FL 33016 a DRAWING No FE �Y 7 2007 e-mail: tiltecoCool.com O EY- 0006719 4 WALTER a TILL+T Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 FLORIDA uc. 441 SHEET MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE s - s 16 OF 26 i 3• 'DESIGN PRESSURE f AT1NG {p.sfi.) - A-ND CO-RR*ESP©-N MAX(• I M ANCHOR SPACING (in.) SCREDU FOR A GIVEN - MAX. SHUTTER SPAN. NEGATIVE DESIGN LOAD AND= A GORRESP- TIDING MOUNTING TYPE_ (SEE MOUNTINGS ON SHEET 19). �J E � I - F 7 F=:- - -}- NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES SOUTHERN PINE No. SPRUCE PINS SPRUCE PINE 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 2 - W/ MIN. G =0.55, FIR NORTH- FIR SOUTH - - 1/4.0 TAPCON ANCHORS AS MANUFACTURED B-Y I.T.W. BUILDEX W/ MINIMUM EMBEDMENT INDICATED AT DOUGLAS -FIR W/ W/ MIN. G =0. 43 6 EACH SECTION ON SHEETS 18 & 19. MAXIMUM MIN. G =0.50 - W/ MIN. G =03 EXCEPTION SEE NOTE 2-BELOW: SPAN (ft) B. WALL MOUNTINGS B.Q. WALL MOUNTINGS B.O. WALL MOUNTINGS 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF S & V S & V S- & V LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. _ 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: NEGATIVE DESIGN LOAD - (ps°)- NEGATIVE DESIGN LOAD (psf) NEGATIVE - DESIGN LOAD (pso - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) _ - DOUGLAS FIR W/ G=0.50 (N.D.S.) - SPRUCE PINE •FIR NORTH W/ G =0.43 (N.D.S.) - 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 105 - SPRUCE PINE FIR W/ G=0.36 (N.D.S.) ' -0" OR • LESS 12 12 12 12 112 12 12 12 12 12 12 12 12 112 12 12 12 12 -MIN. 1/2" CDX PLYWOOD (1986 APA) - 4' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE - 12 12, 12 12 12 12 1 2 1.2 12 12 12 12 12 12 12 12. 12 10.5 ANCHOR'S MANUFACTURER. 12 1 _. _ 1 2 7 ' 7' -0" 12 12 12 12 12 12 12 12 12 12 12 0.5 12 12 112 0.5 8.5 7.5 8' -0" - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5 6.5 9' -0" 12 12 12 12 12 10.5 12 12 12 1 1.5 9.5 8.5 12 12 10 8 6.5 5.5 10' -0" 12 12 12 12 1.5 9.5 12 12 12 10.58.5 7.5 12 12 9 7 6 5 11' -0" 12 112 12 112 110 8.5 12 112 12 9.51 8 7 12 112 8 16.5 5.5 4.5 12' -0" 12 ji2 12 11.59.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 1 5 4 13' -0" 12 12 12 10.58. 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.514.5 4 . 4040•• • • • 40.40. •0.0.0 4040 14' -0" 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 9.5 6.5' 5 4 3 • • • • • • • • 15'-=0" 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - ••• :•• 40 40• • • ; 0900 16' -0" 12 12 110.q8-516.51 4 112 112 8 16.515 1 3 11.58.5 5.5 4.5 3.5 - 40404000 • • • (D HV B LAD E 40.40•.. • • 00•.•0 4040•• • .4040.• 4040.••• .4040• 4040••• 4040•••• • • • 4040•••• 4040 • 4040•• • • • 4040•• F.Q.C.(High Velocity Hurricane Zone) PM 0 _ fl 2003-- EASTERN METAL SUPPLY, INC. AC SHUTTERS -BERTHA W TM �g ssD 1 1L I ECO-Kc. AND A NINGS NC _. _____ _._ -. Aceordi-on. utte-_S_y_stem__ - - -- - - -- - - - - -- - - - - -- (ASSA # 375) �' ` TILLIT TESTING & ENGINEERING °CQAfiPANY � N DESCRIPTION DATE Drawn b . F.P. iami Fads duct cones ° ^ 1 DATE: 02/05/07 Division "� -�.J 6355 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 _9$11 - I�I•�• 8() AVE. �JI.IITE 7 � gC w - - - - • - - - -• �- Phone : (305)871 -1530 . Fax : ' (305)871 - Ta it. I IIA(_EPtN GARDENS, FL 33016 z D RAW1 N G- No FEB 7 1007 e-mail: tiltecoccol.com 3 E �ILUT J9. P. E PH (305) 799 -2068 FAX (305) 828 -7082 4 �� 7 WALTER A MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lc. 441 s7 s 17 OF 25 . ^' INSTALLATION DETAILS ON EXISTING WOOD RUILDINGS FOR I - HV B _ MAX. SHUTTER.. SPAN L+ QR_L?�- FOR.-INSTALL ATIONS IM W0.0 D ... SHALL SE LIWT ASSEMBLY TO 105.0 ps-f. DES-IGN-. LOAD 2-MOUNTING SECTIONS CAN BE 1 / 4 "0 TAPCON W/ 1 1/2" Min. COMBINED IN ANY WAY TO SUIT ANY PENETRATION OF THREADED AREA Min. PENET ON *OF TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) THREADED AREA TO EXISTING WOOD HEADER. (SEF SCHEDULE ON SHEET MIN. SEPARATION 16) TO GLASS SCREWS W -20 NUTS ON SHEET 12) 1" Min T-L- EXISTING WALL OR 15 11 FINISH PTIONAL Ci �_WALL Li EXISTING MIN. OR 2"x4" WOOD FINISH HEADER REQUIRED EXISTING MIN. 6 EXISTING MIN. SEPARATION 2'x4' WOOD /4 TAPCON W/ 1 1/2 Min. GLAS HEADER REQUIRED TO GLASS PENETRATION OF THREADED AREA To MIN. SEPARATION EXISTING WOOD PLATE . (SEE (SEE SCHEDULE QN SHEET 12) ISTING TO GLASS SCHEDUI E ON SHEET 16) EX (SEE SCHEDUIE 2'x4' . CONT. SILL GLAS" ON SHEET 12) HV WALL HEADER hNSTALLATION MIN. SEPARATION EXIST*n1NG; MIN. SEPARATION TO GLASS GLAS MIN. SEPARATION TO GLASS (SEE SCHEDULE I TO GLASS EXISTING (SEE SCHEDUL:E I EXISTING ON SHEET 12) 1 1 1 1 >i 2 x4 CON ON SHEET 12) WOOD PL ON SHEET 12) MACHINE SCREWS MACHINE SCREWS W/ FINISH 0 OR '. ol r[T 0 Uj WOOD PLATE IN Min. C14 OR NT. PENETRATION OF T AREA 00*9 OF THREADED AREA INTO PLYWOOD. SILL PLATE 0 MIDWIDTH OF WO III ME. 9 *006* L PENETRATION OF THREADED AREA (SEE SCHEDUI E ON SHEET 16) INTO PLYWOOD. REQ'D. (SEE'SCHEDUIE ON 16) n WALL FINISH `1, -1/2" MIN. CDX PLYWOOD REQ'D. EXISTING MIN 2"x4" N PLYWOOD REQ'D. �EXISTING MIN. 2"x4" STUDS @ 16" O.C. MAX. REVD. STUDS 0 1 mm \ p WALL FINIS 14V WALL SILL INSTALL PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE REQ'D. PL� Vy00L) 10 BE Kloh._ 0 WITH SECTION 2322 OF THE F.B.C. ATTACHED TO STUDS IN ACCORDANCE WITH nPHV WALL SILL INSTALLATIO SECTION 23Z2 OF THE HY WAM SILL INSTALLATION F.B.C.(High Velocity. Hurricane Zone) @ 2003 EASTERN METAL SUPPLY, INC AC ZHUTTERS BERTHA HV TM AND-AWN-INGS, INC. Accordion Shutter System f-Vaml Dad - Ct Control TILUT TESTING & ENGINEERING COMPANY REV. No DESCRIPTION DATE Drawn by. Phone : (305)871-1530 . Fox (305)871-1531 HIALEAH WDENS, FL .33016 DRAWING No 6 OF 26 INSTA LLATI-0- N DETAU - ON EXISTING WOOD DOGS. FOR d) HV BLADE WALL F1 * MAX.- SHUTTER, SPAN- ...-L+ -. - DOM - I 1 NS-TALLATV4S •INTG­ H LIVITED TO 105;0 DO. DESIGN LOAD .0 EQ 2" - — 0 TAPCON- W/ 1 1/2 Min. EE --- WN. PEN OF -THREADED AREA 4"xB" (Min.) EXISTING // -EDGE (IF APPLICABLE) TO EXISTING WOOD -HEADER. WOOD BEAM REQUIRED. - *(SEE SCHEDULE ON SHEET 17) 1/4"0-20x3/4" S S STRUCTURAL ADEQUACY PHII I (PS TRUSS S.S. OF EXISTING WOOD BEAM CN Min. MACHINE SCREWS TO BE CERTIFIED BY EXI STING WOOD REGISTERED ENGINEER OR W/ 1/4 NUTS TRUSSES OR EQ @ 12" -O.C. ARCHITECT PRIOR TO EQ EQ RAFTER @ 24" Min, MACHINE X 9 FE EQ @ SHUTTER INSTAtiLATION. -1/2- O.C. REQUIRED 1 0 R (15) 1/4"0 TAP Min. CON W/ 1 z -- E)OSTING SOFFIT ' 3/4" Max. THK. N .257" PENETRATION OF Max. THREADED AREA TO EQ E;Q-- i'x4"x-1/8" CONT. ALUM. TUBE - i t ^`. �� / -or or EA 11 - 14x3/4' OPTIO EXISTING WOOD BEAM. EQ S.M.S. - -k'6063-TE ALLOY) W/ (S @ 6" D.C. (3) CH 11 RAFTER OR T TO or or NAL SHEET 16) EE SCHEDUIF ON LOCATE A SCREWS AT 6 MIDWIDTH OF EXISTING WOOD EXIST ING MIN 2 "x 4 ' MEMBER, (2' -Mirr. NOMINAL EM_XaISTI 4G--7-11 HEADER REO'D MIN. SEPARATION OPEN HOLE AT WIDTH) W/ 2 Min. GLA 3S TO GLASS (SEE SCHEDULE HIII STUD TO ACCEPT PENETRATION OF THREADED EXISTING GLASS 5/16 LAG SCREW AREA. VALID FOR -ON SHEET 12) AT CENTER OF TUBE. INSTALLATIONS W" 72psf MIN. SEPARATION MAX. DESIGN LOAD AND 9'-0' TO GLASS MIN. SEPARATION MAX. SPAN. THIT (SEE SCHEDULE TO GLASS IS ONLY VALID FOW WOOD W/ HY WALL HEADER LNSTALLATION I ON SHEET 12) EXISTING (SEE SCHEDULE MIN. SPECIFIC GRAVITY OF GLASS ON SHEET 12) 0.50 'AS DOUGLAS FIR OR SOUTHERN, PINE No. 2, OR• EE EMBLY 2-MOU NTING SECTIONS CAN BE COMBINE J)HV CEILING INSTALLATION HY CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. MIN. SEPARATION iMIN. SEPARATION TO GLASS TO GLASS (SEE SCHEDULE IN. SEPARATION (SEE SCHEDULE EXISTING I ON SHEET 12) TO GLASS GLA --I(SEE SCHEDULE EXiSTiNG ON SHEET 12) I ON SHEET 12) GL NI 1 ALTERN A ll' ANCHOR [ON WALL Pill LOCAT EXISTING CLASS- 5/8 •2'x6" M" • %Qw 7 1/4 71 F-1 @) HEAD TEK DECK REQUIRED Max. _4100/4" HEX R 3/8 SCREWS WASHER H0 12" ac • (tJO FINISH s 0 2"x6" MIN. WOOD ---- •A-LOWEI" DECK REQUIRED (NO I Lu I ------- 0 • FINISH ALLOWED) 1/2- 1. see*** — • ------ J:DGE & DECK' EDGE OF DECK 6 LEO— IF APPL4110ABLE IF APPLICABLE ul VEDGE ••:•• 1/4"0-20x.3/4" S.S. OF • • *0 *00 \_PHILLIPS TRUSS HEAD 2 Min. MACHINE SCREWS DECK IF TAPGON W/I 1/2" M n. • APPLIUABIF 1/4"0 F.H. CONT 1/4 TAPCON W/ 1 1/2 Min. W/ 1/4 NUTS PENETRATION OF THREADED AREA INTO 0 SILL PLATE • • 1/4"0 • TAPCON W�11 1/2" Min. PENETRATION _2" MIN- see*:* • PENETRATION OF THREADED @ 12" O.C. WOOD • DECK. EQ',D. AREA @ M . IDWIDTH OF WOOD OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) • • • • •••••• PLATE. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 16) . as** • SHEET 17) \ W-ALL-OVEH INSTALLATIC"* BY WALL SILL INSTALLATIO *14V FLOOR INSTALLATION F. B. C. (High Velocity Hurricane Zone) 0 2003 EASTERN METAL SUPPLY, INC. 0 B�i t TM Z 0 a AC SHUTTERS BERTHA HV f 11 11-LIE 0 INC. AND AWNINGS, INC. Ace- ordion-Shutter Syste -ami ftude cc con TILUT TESTING & ENGMEERING COMPANY (ASSA _# 375) REV. No DESCRIPTION DATE Drown by. F.P. - � 9811 NX 80 AIDE SURE 7 V & W I . DATE: 02/06/07 -Q55 N-W. 38th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Tax : (305)871-1531 HWXM GAR-DENS, FL 33016 2 DRAWING No e -m tilteco0col.com .3 FER 0 7 2007 EB-0006719 —017 WALTER A. TILLIT Jr. P. E. PH (305) 799-2068 FAX (305) 828-7082 4 07 FLORIDA Lic, -# 441&7 5 SHEET MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE 6 - tg-- OF 26 END INSTALLATIONS In HV - SLADE INTO. 2 ' = x4'* MIN. WOOD STUDS. . ... .......... .... .. ........ 1 ;rr . MIN. WOOD . STUDS F , DS REO'D. 2*x4* MIN. - WOOD 2'x4' MIN. I -STUDS REQ'D. WOOD STUDS. 1/4 TAPCON A.I. 2 MIN. (AS APPLICABLE) :, /P - ::WUCHOR 6* D.C. WOOD STUDS. H. !:, 0 PENETRATION INTO (AS APPLICABLE) WALA. STUDS OR W/ MIN. FINISH 1/2 PENETRATION r-WALL TO 1/2 CDX FINISH NG GLASS PLYWOOD IF NO STUDS EXIS7. LAIWINU GLASS EXISTING GLASS EXISTING 'GLASS —Z X/4 1/2 /EQ Q PLY VWVOOT__*_ MIN. S To GLASS EPARATION MIN. SEP�11 1/2" MIN. CDX MIN. SEPARATION PLYWOOD. MIN. CDX W1. TO GLASS 1/2 MIN. CDX (SEE SCHEDULE TO MIN-. SEPARATION ON SHEF 12) (6063-T6) 'C GLASS (SEE SCHEDULE 1/16*x3" M4X-__ M TO CLASS (SEE SCHEDULE PLYWOOD. 1/2 ON SHEET 12) FONT. W CDX ( UN SHEET 12) tt FINISH ALUM. CLOSER Fzls�zl /2 D. SEE SCHEDULE 112 MIN. PLATE. (LOCATE 1/2" ON SHEET 12) WALL L AT EITHER SIDE MIN :1 OF& •uSE I' OR 2* MAX (AS APPUCWLE)xrx1/8 IN PLYWOO 1OX112* S.M.S. #Ioxl/2 &M.S. — ALUMINUM CLIP ANGLE 016 D.C. 016 D.C. 5063-76 AT MDHEIGHT 4 (1) f1O. /2* S.M.S. To @& (Z)1/4 0 TAPCONS WXHORS 5 4 SIDE CONNECTION TO WALL AT I' O.C. (LOCATE SEE DETAIL X FO AT EITHER SIDE OF &) SEE DETAIL X FOR TO TRACKS SEE DETAIL X FOR SIDE CONNECTION SIDE CONNECTION ," ®° & 0 -a TO TRACKS TO TRACKS + @_Q_ ( 7-) -( r: + M� . „ &3 , �71 END CONNECTION DETAI (2) END CONNECTION DETAIL* END CONNECTION DETAI END CONNECTION DETAI (9) EXISTING REQUIRED ONLY FOR SPANS GREATER THAN 72'-0” GLASS STUDS RE117 1 1/2' MIN. 2x4* MIN. WOOD 1/4 TAPCON ANCHORS 1/4 TAPCON AN #10xl/2 S.M.S. EXISTING GLASS ETRATION 0 12* O.C. PENETRAT& Q. 016 D.C. TO GLASS MIN. (SEE SCHEDULE 4 NF\ ON SHEET 12) MIN-SEMON FP�/Z W/ 1 1/2 IN MIN. SEPARATION To (SEE SCHEDULE 4:T MIN T OR(�)OR OR 4 V ON SHEET 12) _ N. OR OR 03 OR3 so a ._z V •00:00 so •• •o•• • M MIN. 5 4 OR®OROOR WALL FINISH 2*x4" MIN. WOOD WALL STI IDS REO'D. FINISH �2 OR@OR(1 VIEW (0 t @_0 ELM Ig) 0.@- : 0 : - o @ _@_ @_ @_ 9 @ 00 9 0000 0 0 DETAIL X •0000• END CONNECTION DETAI (0 END CONNECTION 'DETAI (1 -F.B.C.(Hi Velocity Hurricane Zone) O @ 2003 EASTERN METAL SUPPLY, fNC. PERDUCT W vi* the rww AC SHUTTERS TM ftj4lag rcvd� 1 . 0 BERTHA HV AvrepUmce IN 1 LTE C 0 N c. ---.Accor-dio-n-.Shut-ter--Sy's-te- M- AND AWNINGS. INC. (ASSA # 375) REV. go DESCRIPTION DATE Drawn by- . F•P• inru Dad TILL IT TESTING & ENGINEERING COMPANY 9811 N.W. 80 AVE. SUITE 7 V & W I DATE: 02/06/07 F, i a, 6 .W 36th, St., Ste 305, VIRGINIA GARDENS, FLORIDA 33166 Pho : (305)871-1530 . Fax , (305)871-1531 HIALEAH- GARDENS 3 , FL 33016 2 DRAWING No e-mail: tifteco0acl--com FEE 0- 7 2007 EB-0006511 9 . 4 07-017 -WALTER A. TWT Jr. P. E. PH (305) 799-2068 FAX -(305) 828-7082 MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE -FLORIDA Lic. # 44167 5 SHEET 1 20 OF 26 b B'8 5 * NOTES ON HD LOGS -AND CENTERMATES: ALTERNATE (R LOCATION 1 NtANDATORY CONDITION 1: ONE 34 H.D. LOCK SHALL BE USED FOR H VS -HDB HVB -HDB ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, - RDA -HVA 31 OR AND AT ANY ELEVATION. 34 1J.D. LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 33 HEAVY DUTY - SYMMETRICAL 34 CENTER AT'ES WITH (3) #8 x 3/8" LONG FLAW HEAD S: M.S. LOCKING -M-RDD RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 0 K O N- " p = 2. MANDATORY CONDITION # 2 LOCATION' OF 34 H.D. LOCK SHALL BE AS Cn Na - o fn z INDICATED ON SHUTTER ELEVATION, i.e., -FOR SHUTTER SPANS UP TO 105 ". HVC —IDC a o c- ° 341 H.D. .LOCK MAY BE INSTALLED AT MID -- HEIGHT OF SHUTTER OR AT 12" � (n A OVE OR BELOW MID HEIGHT -OF SHUTTER. FOR SHUTTER SPANS GREATER _ 11 — THAN 105 " , 34 .H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF w r N Q Al-TER 34 Loco N z�z SHUTTER. - 2 1 oa j SZ o O HVE -HDE - E z I z SEE END CONNECTION CC D EE GG DETAILS ON SHEET 24 TYP. FULL NI MM WIDTH HEIGHT. OR n ] OR ® I ( / }OR [I t II + ll "31 OR ?Sl + �} �•• •••• •••••• • •••••• •• •• •••••• • TYPICAL HV BLADE SHUTTER ELEVATION ...... .... ..... N. .... ...... . .. . .... . . F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. PRODUCT 1ZEWSED - �� C C 0 * AC SHUTTERS BERTHA H V TM Ex�� dos to ,� FI L IEC. 0 �.. AND AWNINGS, IN •- - - -- Accordion_ Shutter_ 5 stem_ - - - -- -- _ . - ___ - - -_- - __ - — -_ - - - -- - (ASS#, , 375} R EV. N DESCRIPTION DATE Drawn by. F.P. TILUT TESTING & ENGINEERING COMPANY 1 DATE: 02/05/ Division 5 N.W. 36th. Sf., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 981 �X 80 AVE. �EJITE 7 v & Phone : (3(55)871 -1 . Fax :'(305)B71-15,31 HIALFAH GARDENS, FL 33016 2 DRAWNG No FEPf 0 7 7007 e-mail, 0 006 ®oo[.com 3 07 -01 7 d U / Eg- pOQfi719 _ ¢ WALTER A. Tarr Jr. P. E. PH (305) 799 -2068 FAX (3055) 82.8- -708-2 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE FLORIDA Lic. # 44167 -5 SHEET 6 21 OF 26 A. 4i POURED CONCRETE ANCHORS CONCRETE {SEE SCHEDULE ON 1-/4 ° 0- 20x3/4" S.S. - REQUIRED - SHEET •26) MACHINE SCREWS USING- _.- ... _ . 1/.4u -20 fiIUTS- {o} 6" O:Cc _ POURED'.... ..._ _ CONCREtE...AHORS - - CONCRETE (SEE SCHEDULE ON SHEET 26) f Min REQUIRED MIN, .SEPARATION EO pF �! I t TO GLASS m �2 I MIN. SEPARATION a (SEE SCHEDUtE'ON : 1 I r -- 1 8 E. D. SLAB APPLICABLE I To GLASS i m r O i SHEET 25) _ hSEE SCHEDULE o 0 E SHEET 25) ' i I i EXISTIN - - - ai 5 - GLASS S ! I 1I ! / OPTIONAL N i 1 i f! EDGE OF O t , EXISTING - I 11 1 I t LAB IF , / { I t GLASS i l ' E I F APPLICABLE ' I , _ _ - I MIN. SEPARATION I MIN. SEPARATION I APPLICABLE i I W I �" I TO GLASS I I r I E. .* TO GLASS t I 2 (SEE SCHEDULE ON. r , �jSEE SCHEDULE ON t SHEET 25) W t I POURED E 1) EXISTING -�' SHEET 25) 2 POURED FLAT HEAD CONCRETE ANCHORS O NCRETE QUIR d G /FLAT LASS ; t ' CONCRETE (SEE SCHEDULE ON SHEET 26) SCHEDULECOETEHOfiS I , r REQUIRED ( SEE ) HD WALL HEADER INSTALLATI{7Pt - HD CECLING INSTALLATION HD TRENCH INSTALLATION HD WALK -OVER INSTALLATION EXISTING MIN. SEPARATION ' I ' i MIN. • O G as ON - i MIN SEPARATION I i } GLASS I TO GLASS I I 2 ` - {Sf SCNFDID E '7N n2- S + r t I rr� CS SCHEDULE". x SHEET 25) 1 o t(SEE SCHEDULE ON EE I SHEET 25) t EXISTING I i I I i SHEET 25) GLASS -- -{ EXISTING �' t i i i 10 II i G�� i I 11 I I I t l i c i I I I ALTERNATE t I t L L ^! OF I I , I i 1 1 + ANCHOR ✓� )PTIONALI r - t t I t i #14x3/4" HEX I 1 I 14X3 4" HEX WASHER 1 WASHER HEAD LOCATION 1 1 t # / HEAD TEK SCREWS o LLi j t t I! j w° TEK SCREWS 6" O.C. � i cr $ a 6" O.C. I 2 CONCRETE ANCHORS tii r \ tJ I w tI } 7 (SEE SCHEDULE ON -- - #14x3/4 kX HEAD 1 I SHEET 26) N 8 TEK SCREWS 3" O.C. I ' I , r -- - - -- EQ EQ OR 1/4"0-201 S.S. M.S. CONCRETE ANCHORS EDGE OF 1 1 W NUT 3 O.C. SLAB IF i / I , 1/2" EDGE OF / " {SEE SCHEDULE ON o APPLICABLE E 0. E t1.' 'S IF • 0 0000 0 •••• •••••• Min 1/4"0-200/4" S.S. i SHEET 26) N • • • � PHILLIPS TRUSS HEAD -- - - - - / -- POURED •• • • • MACHINE SCREWS I I •••�•• .••�•i ••••i• I I CONCRETE E D # E. p,* ONCRETE ANCHORS USING 1/4' t $ " t EDGE OF REQUIRED • • • • • • • POURED CONCRETE ( SEE SCHEDULE ON NUTS 0 6" O.C. 1 / � SLAB IF • • WALL REVD. SHEET 26) * APPLICABLE • 0000 0 i• •• i • •••• •••• • ••••• GG HD FLOOR INSTALLATION • ...... .... ..... POURED •• •• # )FID WALE. SILL INSTALLATION CONCRETE REQUIRED ...... 0 NOTE FOR COMBINATION OF SECXINS FF HD RAINGUARD INSTALLATION INSTALLATION DETAILS W HV: BLAO:'E 1- SEE SHEET 21 FOR TYPICAL SHUTTER SCALE: 3/8 " =1 " • • ASSEMBLY * E. - D. EDGE DISTANCE • • 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 26) IN ANY WAY TO SUIT ANY INSTALLATION. F B.C.(High Velocity Hurricane Zone) 0 EASTERN METAL SUPPLY, JNC. 65 v� Ew x �+ �+ swu w> AC SHUTTERS BERTHA H �/ �/ TM .Ae.�ear� x:'-36 - 0 Z. I✓a � � 2.°�� Tio E C 0 F -K�. .AND A INGS ��C. _ _ Accordion Shutter System {ASSA. # 375 R EV. N DESCR1PTtON DATE Drown b . F.P. D ` c�16't c�'>isa -�--�. "" � TILUT TESTING & ENGINEERING COMPANY 1 DATE: 02/06/07 ° D'hisiQt§ -• 3 W. 36th. St., Ste. 305 VIRGINIA GARDENS FLORIDA. -5 3766 9811 N.W. 80 AVE. SUITE 7 V & W pp�yy��yy Phone -: (305)871 -1530 . Fox : ( 305 - )871 -1531 HIALEAH GARDENS, FL. 3301 - 2 DRAWING NO E UU e-mail: cittecc000l.conn 3 0 EB- 0006719 4 WALTER A. TILLIT Jr. P. E. PH (305) 799 -2068 FAX (305) 828 -7082 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE F L "' # 44167 6 SH Q F 26 - SEE END- WALL CONNECTION DETAILS ON SHEET 24 - EXISTING GLASS - N-S ALLAT4 -_ ® H -BLADE jam\ �� •) / ��� SEE NOTES - 0N LOCKING RODS 8c HD LOCKS_ SHEETS 21 i {_ y -OR ( � -OR t D t + 1 (J J OR - �/ �� `/ ( SEE END WALL CONNECTION ®+ Q oR� + � DETAILS ON SHEET 24 — EXISTING GLASS 1 �--- - - - - -- --- - - - - -- ---------------------=---- - - --s, - 2 x2 "x1 /8 "x0' -2" 35 * 35 , (6063 =T6 ALLOY) ALUM. ' 1/2 ANGLE W/ (2) 1/4 "0 _ 1 MIN. SEPARATION (OPTIONAL) t * (OPTIONAL) _ 7APGON ANCHORS TO #14 x 3/4" S.M.S. CAD 12" - TO GLASS 4 (OPTIONAL) -- - - CONCRETE (TOP /- S:tvt. S . E£ SCHEDULE O.C. ac (4} #140/2 S PINS TYP. (4} H.V. 33- -& ` TO TUBE AT EACH 1 ON SHEET 25) ANGLE. (TYP)- 4 5 8" g 1/2° PINS (P.} 4 5 8 + 5 99 1/2 2 ., n _ - -_- 20 31 oR 32 * 33 31 OR 32 31 OR 32 35 31 OR 32 HVA -HDA 4 35 * (OPTIONAL) HVC -HDC ':Z /� EXISTING GLASS (OPTIONAL) HVB -HD.B 0()T SYMMETRICAL HD C•ENTERMATES OR g' OR t D 1 + L'J SYMMETRICAL H D CENTERMATES �/ — — — — — Wf_ LOCK �INTERiOR ± OR - � — — — — — — W/ * LOCK (EXTERIOR) O J 9 OR $ 4R LJ + 0 7 OR MIN. SEPARATION TO GLASS (N /O� (SEE SCHEDULE ON SHEET 12) tl { ]) + fi 5} OR ®+ I� 0000 - -- - - - - -- - - -- - 11 0000 0000•• - - - - -- --- - - - - -- - - ---- - ---- - - - - -- -- - • • • • '✓ 0000•• CONCRETE 3 ...:. ANCHORS C 0000 0000•• A I 16" O.C. • • • 0 • VARIES r 0000 0000• 000000 0000 • • 0000• • • I 0000 0000•• 0000•• � • • • •' • 0000•• 0000•• OUT 6 1/2" MAX. -SLACK HVE -HDE :..•': �.... ;....: �t i� POURED CONCRETE OR - Y D — H D u POURED R D BLOCK WALL r • • • • . F.B.C. High Velocity Hurricane Zone) Pi.01 ICT @2003 EASTERN METAL SUPPLY, INC. ag C" AC . S - H TTMS BERTHA HV TM .A.cmp Nr, 07- 0 21 . o j tJ TI C . AWN [N G. Accord S Sy stem w (ASSA _ #_ 375)_ - EV. N DESCRIPTION DATE ^ Drawn by, F.P. TILLIT TESTING & ENGINEERING COMPANY N.W. 36th, St:, Ste. 305, VIRGINIA GARDENS, FLORIDA 33168 981 -N-.W• 80 AVE. SLM- 7 V & W 1 DATE: 02/06/07 Phone : (305)871 -1530 . Fox : (305)871 -1531 HIALEAH GARDENS, FL_ 330 2 DRAWING No a -mail: tiftecoacol.com 3 EB- 0OO6719 07 WALTER A. TILLIT Jr. P. E. PH (305) 799 —.2068 FAX - (305) 828 -7082 4 FLORIDA Uc. # 4416T $ SHEET MIAMI -DADE COUNTY P.E. SEAL /SIGNATURE /DATE 6 23 OF 26 POURED CONCRETE OR POURED. CONCRETE POURED CONCRETE POURED CONCRETE I ALL OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL C OR CONCRETE -BLOCK K W REQUIRED -BL REQUIRED E --BLOCK WALL RE D BLOCK WALL REQUIRED _ _ . ..... - _ _...,. _... _ ._. ._ .. .. _ ... _ REQUIRED. _ _ _._, . __..._ _..,. •- - __.._.... ...__._- ._ _.._._. _ _._ -. _ __ �EXIST(NG GLASS EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS — 2" MIN. EXISTING GLASS @ i 6" O.C. ,���/// 2" MIN. ' ' 1 S } EQ EQ MI�ARATION I MI MIN. SEPARATION 1/16 "x3" MAX. MIN. SEPARATION TO GLASS TO GLASS TO GLASS TO GLASS (SEE - SCHEDULE (SEE SCHEDULE SEE SGLASSIF (6063 =T6) CONT. (SEE SCHEDULE _ ON SHEET 25) 1j2" f - ' -ON -SHEET 25) (LOCATE AT (SEE CLOSER ON SHEET 25) � --f ON SHEET 25) PLATE. (LOCATE 1 /2 " EITHER SIDE AT EITHER SIDE MIN. # OF 5) OF 1/2" ♦ USE 1" OR 2" MAX. I O MIN 4 ) 1 # 14x1 /2" S.M. 1 - — - — - (AS APPLICABLE)x2 "x1 /8 "x0' -2" VP #14x1/2 . " S. - - - -_ ® 1 O.C. ALUMINUM CLIP ANGLE (6063 -48 ALLOY) AT MIDHEIGH°T 7 --7-j (1) #14x1/2" S.M.S. TO ®& (2)1/4 TAPCONS ANCHORS TO cj SEE DETAIL X FOR WALL AT 1" O.C. (LOCATE AT SIDE CONNECTION Q EITHER SIDE OF 4@) Q 2 SEE DETAIL X FOR TO TRACKS SIDE CONNECTION SEE -DETAIL . X FOR 4 TO TRACKS +OCR ®ORI� + �5 OR SIDE TO NTRACKS +OOROR� + OR aR 18 i OR i h l + OR � + O OR O$ OR I + OR END CONNECTION DETAIL Q END CONNECDO-N - DETAIL (* END CONNECTION DETAIL . a END CONNECTION DETAIL 4 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL Q 4 REQUIRED REQUIRED EXISTING GLASS " EXISTING GLAS S---------- -- # 14 /2 S. M.S. - — - — - - - - - - -- aa 6" C.C. MIN. SEPARATION ------ _ -_ - -- _ (g)OR OR@ TO GLASS - - - - - -- - -- MIN. SEPARATION (SEE SCHEDULE ----- - - - - -- CONCRETE 1 /2" MIN. ON 'SHEET 25) 2 - - - - -- - -- - -- TO GLASS ANCHOR CONCRETE (SEE SCHEDULE 12" Q.C. - - - -- - ANCHOR ® ON SHEET 25) EQ ( �j 16" O.C. - 1/2" MIN. I 2 0000 L - - -_ -- L - -- - I • i • 0000•• ••ii /i _ 1/2' MIN. _ _ _ _ 6 OR 8 OR 11 .. • - - - -- EQ FLAN VIEW .Y ... ;.. •..•.: • 2" M 2" IN. MIN. 0000•• ...... • • 5 2 DETAIL 0 000 0.00•• iiiiii . .... ..... ...'•. • � s 0 OR END INSTALLATION k,?) +Oa (2] HV BLADE INTO CONCRETE OR . ' •...ii . • OR OR + OR • • � • O fl .0000. 0 + 5 DR +° �dR�+ 5 CONCRETE BLOCK WALL. •..• - END CONNECTION DETAIL ( 5 - ) "'• END CONNECTION DETAIL C F.B.C.(High Velocity Hurricane Zone) O;:rUCT R91IT-9SED @200 EA ST E RN M SUPPLY, INC. � p4 Fla- /'► S HUTTER S � O� AC SHUTTE S BE RTHA �1V 4 AccarAion Shutter System Emmawn Wi=t OIL z°� 7 �. E C E'� r N -C . AND D� AWNINGS, [ NGS, I tai C. (ASSA -#: 375) - EV: -µ - 'AESCRIPTIOR - -- DATE -- prawn by: FP - - § TILLIT TESTING & ENGINEERING COMPANY Division � W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 9811 N.W. 80 AVE SUITE 7 V & W 1 DATE: - 02/06 /07 Phon • (305)871 - 1 . Fox : (305)871 -1531 2 ER 0 7 Zbb7 a -mail: tiltecocool.com HIAL EAH GARDENS, Fl 33{}16 3 DRAWING 110 ES- 0006719 4 0 7 - 0 17 WALTER A. 11LLff Jr. P. I- F H (305) 799- 206.8. FAX (305) -828 -7082 FLORIDA Uc MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE . 44167 5 SHEET 6 _ 24 OF 26 � X 71 NOTES: > . ♦ •SEPARATION TO GLASS REDUREMENTS MAXIMUM- SHUTTER SPAN (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN - MINIMUM SEPARATION TO GLASS FOR SHUTTERS "L +" OR ° 'L (ft.) * POSITIVE DESIGN LOAD. INSTALLED AT ALL ELEVA ?IONS OF BUILDING IS 3 ". INSTALLATIONS W/ SYMMETRICAL L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE H ENTERMAT 31 OR 32 DESIGN LOAD. W/ ONE HQ 4)- LOCK & -NO (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR LOOKING RODS 35 ♦ WALL MOUNTINGS OR GIVEN -A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM - POURED CONCRETE INSTALLATIONS SPAN "L +" FROM SCHEDULE. MAXIMUM - - GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM DESIGN LOAD - SPAN "L -" FROM SCHEDULE. (P-f•) ALL MOUNTING CONDITIONS (+ DR -) FINAL MAXIMUM ALLOWABLE - SPAN IS EQUAL TO THE _ - _ L + (ft) L - (ft) MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". 30 OR LESS 15' -5" t8' -0" - 35 - 14 -10 tg >_0" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEILING INSTALLATION LEGEND 40 14' -4° 17' -10" MOUNTINGS: SUBSTRA E POURED CONCRETE 45 13' -11 " 17' -6" 50 13' -6" 17 -0' FOR A GIVEN POSITIVE DESIGN LOAD: MOUNTINGS (SHEET �) DETERMINE: 55 13!-3" 16 -10 Lt += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. AA 8c EE 60 12' -11" 16' -2" L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING MOUNTING 65 12' -8" 15' -6 INSTALLATIONS. 70 12' -6" 14' -11" FOR A GIVEN NEGATIVE DESIGN LOAD. FL OOR/CEILI NG C D, FF &GG 75 12' -3" 14' -5" DETERMINE: 80 L-1— MAX. SPAN FOR WALL - MOUNTING INSTALLATIONS. Lz -- MAY. SPAN 70P 7.C /0DLING MCUNT,INC - 85 — 1 t ° -10" 13' -T" INSTALLATIONS. 90 1 t' -6" 13' -2" 95 11' -3" 12' -10" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 100 10' -6" 12' -fi" MINIMUM BETWEEN "Li + ", "L2 + ", "Li -' AND "L2 -" ' 105 10' -0" 12' -2" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 110 9' -6" 11' -11" ALLOWABLE SPAN AND MAXIMUM DESIGN LOAD TO 115 9' - 1" t 1'_8^ DETERMINE MAXIMUM ANCHOR SPACING. 120 8' -9" 11' -5" 125 - 11' -2" 130 - 10'-11" .135 - 10' -9" •00• • • 140 - 10' -6" • • 0.00 000000 • 145 - 10'-4 • • • • • • 150 - 10'-2 0.000• 04 •• •0.0• • 155 - 10' - 400:66 • • • 160 W-10 0000 0 0 :••o•: 165 - 9' - 00•♦ • 0.000 170 - 9' -7" 0•:00 0 0000 0 00006 0. 00 0.0• 0.0.00 ;S = 91 -4b 2 HV B ...... 185 - 9� - o • • • • • • o • 190 - q'-0 •• • 0000 • 0 195 - &` -9" • e • 0000 F.B.C.-(High Velocity Hurricane Zone) 4 w < ©20G3 EASTERN METAL SUPPLY, INC. AC -S U'T°TERS BERM THA HV T " +fi €iL d '%.R7 •O'�.� . 0 ,_�sts w 0 JI L IE C O [ AND AWNINGS, I NC. � .Accordion Shutter System — (kSSA- J•= 375) REV. No DESCRIPTION 'DATE Drawn by: F.P. �, - — — - - -. .- _- ... -- - - - -- - -- - - -- - - — - -- 1'Cea TtLL TESTING 8E ENGINEERING COMPANY N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 331 9811 N.W. '80 AVE' SUS 7 v & w DATE: 02/06/07 � g Pfi : (3.05)871 -1530 . Fox : (305)871 -1531 -ft_EAH G ARDENS FL 330'16 2 DRAWING No F�P n� 7 G �> O f e -mail: tiltecoocol.com 3 07 EB- 0006719 WALTER A. TIL.IT Jr. P. E. Phi (305•) 799 -2068 FAX (305) 828 -7082 4 MIAMI —DADE -COUNTY P.E. SE AL/SIGNATURE/DATE FLORIDA Lic. 44167 6 SHEET 6 25 OF 26 4 *SPECIFICATIONS - ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATES MAXIMUM DESIGN PRESSURE RATING- (p.s.f AND 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: ,ar►cHORS sPA01140 tFCam CORRESPONDING MAXIMUM ANCF#OR* SPACING (in.) SCHEDULE - 1/4-0 EXISTIN A N ANCHORS, AS MANU FACTURED r BY RAMSEf/ RED HEAD. TAPCON FOR A GIVEN MAX. SHUTTER SPAN. MAXIMUM DESIGN LOAD AND - 1/4 "0 CRETE SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. CRETE -FLEx SS4 A CORRESPONDING MOUNTING- -TYPE - - -- - NOTES: FOR CONCRETE INSTALLATION _ A.1) MINIMUM EMBEDMENT IWD' CONCRETE OF TAPCON OR CRETE -FLEX SS4 ANCHORS IS 1 3/4 ". _ A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE POURED CONCRETE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG 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 MAXIMUM ALL MOUNTINGS AA THRU GG - (SHEET 22) CONSULT THIS ENGINEER- - SPAN (ft) LL USE MAXIMUM VALUES BETWEEN PQSITVE AND NEGATIVE LOADS (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE - ANCHOR'S MANUFACTURER. 50 OR LESS >50 TO 90 >90 TO 720 >120 TO 160 >160 TO 195 (C) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 8" 4 112" 3 112" 2 112" OR LESS 1.1" 6 212" 4 112" 3 112" 3" >8' -9" 6" J. 2 112" - - UP TO 12' -1 " 8" 4 112" 3 112" 3" - 4 3" 2 112., - _ UP TO 18' -0" 6" 4" 3 112" - - EDGE DISTANCE VERSUS SPACING 'FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4 "0 TAPCON AND 1/4 CRETE -FLEX SS4. FOR I- D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. THIS OPERATION IS ONLY ALLOWED IF REDUCED SPACING OBTAINED USING FACTOR IS NOT LESS THAN MINIMUM 090• • • SPACING INDICATED FOR EACH ANCHOR TYPE. • • 0000 • • • • • • FACTOR • • 9 • i • • • • ACTUAL E. D. CRETE -FLEX SS4 1/4 TAPCON • • • • • • • • 99 00 9 • • 9 • 0000•• • MIN. SPACING m 3" MIN. SPACING a 3' 9 • 000 0000 • • • 2 1/2" 0.86 0.66 • • 0000•• • 0000 • 0000• 2" 1 0.50 0.50 0000•• 0000 ••i•• 9. 90 0900 0000•• •9999• • � 2 H V BLADE �..... ... ...... *000 F.B.C.(H•igh V e+ocity H urrican e Zone) _ 33����� qq - © 2003 EASTERN -METAL SUP-PLY, INC. aq �+. T� AC SHU [ ERS BERTH HV TM . p 1ECOI AN® AWNINGS MC. f _ _ Acco __ __ Shu tter Sys - �� -- - - - - -_ -- - TILLIT TESTING & ENGINEERING COMPANY (ASSA # 375) EV. No DESCRIPTION DATE ` Drawn b F.P. - -- can to w , 9811 ►SIX 80 AVE. SUITE 7 V & W r DATE: •x2/06/07 «. • �.,,, � 8355 N.W. 38th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33} Sfi 'Phone : (305)871 -1530 . Fax : (305)871 -1531 HIALF -A GAR FL 33016 2 DRAC G No e-mail: tlIteco®aol.com 3 EB- 0006719 4 07 WALTER A. TILLI'T Jr. P. I- PH (305) 799 -2068 FAX (305) 828 -7082 FLORIDA Lic. f 44167 `5 S'H EE I MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE _ s 26 OF 26 are r s••• II •a•••• •• •• •••••• • • • • • •••• •••••• • ••••• • •••• • ••••• •••• •••••• • •••••• • • • • • •••• I I