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WS-10-675Inspection Number: INSP - 149629 Permit Number: WS -4 -10 -675 Scheduled Inspection Date: August 11, 2010 Inspector: Bruhn, Norman Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: JOSE SUAREZ & ASSOCIATES CORP Building Department Comments INSTALL 15 ACCORDION SHUTTERS AND STORM PANEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 149485. CREATED AS REINSPECTION FOR INSP- 141113. MISSING NOC Entry door must have anchors at end of panel. NB August 10, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number ()_ -, Parcel Number 1122320280580 Page 13 of 20 Inspection Number: INSP - 141113 Scheduled Inspection Date: July 28, 2010 Inspector: Rodriguez, Jorge Owner: AYUSO, AGUSTIN & NORMA Job Address: 10619 NE 10 Place Miami Shores, FL 33138 -2103 Project: <NONE> Contractor: JOSE SUAREZ & ASSOCIATES CORP Building Department Comments INSTALL 15 ACCORDION SHUTTERS AND STORM PANEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /fie D ,e . July 27, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -4 -10 -675 Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number ()_ Parcel Number 1122320280580 Page 7of31 BUILDING PERMIT APPLICATION FBC 20 Permit Type : ROOFING Owner's Name (Fee Simple Titleholder) // /® c Owner's Address /ac 191 J �f/ City .0 57,..r State Tenant/Lessee Name Email Job Address (where the work is being done City FOLIO / PARCEL # Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Architect/Engineer's Name (if applicable) Submittal Fee $ Permit Fee $ Notary $ 5 00 Scanning $ 6 •01/41 Radon $ Double Fee $ Structural Review. $ Miami Shores Village gg Z Building Department • 1 2q10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . .... - .... Tel: (305) 795.2204 Fax: (305) 756.8972 ' ' INSPECTION'S PHONE NUMBER: (305) 762.4949 „...0; - 1 Phone # 7S6"'07¢ g Master Permit No zip .33 Training/Education Fee $ 1 • (Ft DPBR $ Violation date: Phone # Zip Phone # Value of Work For this Permit $ Type of Work: DAdditio ['Alteration Describe Workj 57 ,i / 1 ❑ R • eplace Permit No. \NS (o15 Zip Flood Zone Contractor's Company Name _f '7 iZ ovivj Phone # 7 K, -' ‘, Contractor's Address /-3 3/.6 5I4, //3 City Zc. ; lkl."- ti ' State - 7 , < 7 Qualifier Name �. J ; S6 .-.uyt'2.- Phone # State Certificate or Registration No. Certificate of Competency No. 4) 3 •95 O © 4 5a- Contact Phone g — Or E -mail Square / Linear Footage Of Work: ******** ** * * *** * * * * * * * * * * * * * * * * * * * * * * ** F * * ** * * * * * * *** * *** * * * * * * * * * * * * ** emolitio oa CCF $ Lt • b-D co/cc$ Technology Fee $ Bond $ Total Fee Now Due $ 24 2 •i5v See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1alhIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com i ' , cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue . : absen - .f such posted notice, the inspection will not be approved and einspection fee will be charged. Signature L ' to Signature Jd� Owner or Agent ,� t di 0 p s Contractor The foregoing instrument was acknowledged before me this f 7 The foregoing in . 1 I ent was ackn • wledge day of .09 / , 29/7, by , day of 2 / , 20/ who is personally known to me or who has produced N I TARY PUBLIC: cation and who did take an oath. Sign: Print: My Commission Expires:, * * * * * * * * * * * * * * * * * ** Zoning Engineer Clerk checked m EFFeciwe 1£5l2O B7PERATEO1 DOTE: 0910/2011 pERSOIxt JOSE Ft SUAREZ Pat 20000027/ BUSOESS NAME AND /ZOOMS IOSE 8 & ASSOCIATES € 13319 SW 113Th PLACE TM 1, FL 3317 1- AWNING/ 1ST CONTLE102) 2- O&M" INSTALL/4 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR 4DO1 INS RD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE(MM/DD/YYYY) POLICY EXPIRATION DATE(MM/OD/YYYY) LIMITS GENERAL X COMMERCIAL GENERAL LIABILITY GL3634318 9/30/09 9/30/10 EACH OCCURRENCE $ 300,000 PRE ES occurence) $ $ 100,000 5 , 000 J CLAIMSMADE I X 1 OCCUR MED EXP (Any one Person) PERSONAL & ADV INJURY $ 300,000 GENERAL AGGREGATE $ $ 600,000 300 , 000 GEN'L AGGREGATE LIMIT APPLIES PER n POLICY n J l& n LOC PRODUCTS - COMP/OP AGG AUTOMOBILE LIABILITY ANYAUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ _ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY ANYAUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY. AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ n OCCUR - CLAIMSMADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS AND EMPLOYERS' AN PROPRIETORIPARTNEREXECUTIVE OFFICER/MEMBER IMainmory It yes. describe SPECIAL COMPENSATION LIABILITY YI N r�l EXCLUDED? I 1 1 1 WC STATU- 10TH- TORYLIMITS I ER E L. EACH ACCIDENT $ E L DISEASE - EA EMPLOYEE $ In NH) under PROVISIONS betow E DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS POLICY IS ACTIVE AND PAID IN FULL. ACORD CERTIFICATE OF LIABILITY INSURANCE PRODUCER DFI CORPORATION 1430 S Dixie Highway, Ste 322 Coral Gables, FL 33146 (305)223 -2232 INSURED JOSE SUAREZ & ASSOCIATES CORP 13318 SW 113 PLACE MIAMI, FL 33176 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. INSURERS AFFORDING COVERAGE INSURER A MACNEILL GROUP, INC. INSURER B INSURER C. INSURER D INSURER E: DATE (MM/DDJYYYY) 4/20/2010 NAIL# COVERAGES CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION - ..: RITY ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTA Istered ACORDZ5(2009101) The ACORD name and logo are CANCELLATION 1988 -2009 ACORD CORPORATION. All rights reserved. rks of ACORD OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 EFFECTIVE DATE: 09/15/2009 EXPIRATION DATE 09/15/2011 PERSON SUAREZ JOSE FEB* 200090277 BUSINESS NAME AND ADDRESS: JOSE SUAREZ & ASSOCIATES CORP 13318 SW 113TH PLACE MIAMI FL 33176 SCOPES OF BUSINESS OR TRADE: 1- AWNING/SPECIALIST CONT(8102) 2 - SHUTTER INSTALLATION P0r3118111 to Chapter 449 . 05114), F.S., en officer 01 a 001 alba 010010 eaf0091100 horn 013 section may oat recover benefftsar compensation ander is chapter. Pursuant to Chapter 440.054IU F.S., Certglcsk" scope of the business Or trade listed on the notice of election to be exempt. Dermot to Cbapter 440.05113), F.S. election to he exempt shall be subject to revecation 0, at any time after the Mien of the make or the Issuance et certificate no low meets the reguitements of this section for issomme of 0 certificate. TSr department shall restike earned on the certificate to meet the requirements of this section. 09-18-2009 ALEX SINK STATE OF FLORIDA MEP FINANCIAL cow= ARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' CONIPENSATION * * CERNITCATE Of ELECTION TO BE EXEMPT FROM FLORIDA WNW COMTISM= LAW * CONSTRUCTION INDUSTRY EXEMPTION This certif ies that the individual listed below has elected to be exempt from Florida Workers' Compensation lavv. tome al election oat lids .. apply auty wattle the Sfl ID be exempt and certificates id he pet= named tur the notice or el say time for failure al the person QUESTIONS? MO) 413-1609 DO SUAREZ JOSE AND ASSOCIATES CORP JOSE H SUAREZ PRES 13318 SW 113 Pt HIM FL 33176 441.11".Hk•hlimi 66 SEE WHIM SIDE DO NOT FCMARD SUAREZ JOSE AIM ASSOCIATES CORP JOSE H SUAREZ PRES 13318 SW 113 PL MIAMI FL 33176 Ia alt ►eal1aaaa1i1a4l1eaaja1aaa'1a S III tl1 J ,a. I QUALIFYING TRADES) X3429. \ METAL AWNG & SHUTR klermWo Gonnlez P.E. Secretary of the Board MANMADE ADDRESS: Created on June 2009 COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) OWNERS SIGNATURE. PLANREVIEWER: PLAN REVIEWER SIGNATURE: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self-performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: A4/2.14/ I7/2.1/rl Ct is -I Cit S'D PERMIT # 0 9' - 1 6. - 3,5 10 6 [ 9 N L 10 -n for of FOLIO NUMBER: //-7-)..3 202. g ° 055b FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: V EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): f6 g v 7 K TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): SAOrres dE VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 2 1 c 7 75 -- DATE: DATE: Harvest Trust Development 18495 South Dixie Highway Suite 125 Miami, Fl 33157 Phone 305.720.8517 Fax 305.574.0192 ( Name / Address Norma Ayuso (0 (_7 wL 2d ?L . /i'lr 5/41 � 33/ Approval Signature/date Description New Sliding Glass Door - Dade County Approved Labor to install new sliding glass door New Front Door (FPG) Chantilly SGL- Dade County Approved Labor to install new front door New Exterior Metal side door - Dade County Approved Labor to install new side door Proposal No. Proposal Date 4/16/2010 State Certified Contractors No. 1329000 No. 1507510 Licensed and Insured 972.23 480.00 797.35 300.00 250.00 250.00 972.23 480.00 797.35 300.00 250.00 250.00 NO OPENING WIDTH OPENING HEIGHT QUANTITY FLOOR PRODUCT Lif;Y;bi, .4 NOTES COLOR 1 -- re2 - <5.-A' 2 7 3 /57 o :j% 7 �" yr 8 4.-5 9 'v 9 -74- 10 c • ACCORDION SHUTTERS • .BAHAMA SHUTTERS • COLONIAL SHUTTERS • ROLL DOWN SHUTTERS SOLD TO i�V I / We have read the foregoing proposed contract and accept the same on the terms and conditions printed as stated above. Purchaser Jose Suarez & Associates, Corp. By Jose Suarez & Associates, Corp. 13318 SW 113" Place • Miami, FL 33176 Home: 305 - 254 -6364 • Cell: 786 -488 -6664 1 2 �l sc:-.OrGY � PHONEak. 7Y9 - '/7/° FAX JOB ADDRESS /04:17 /// crn MAILING ADDRESS / CITY CONTACT ,� PHONE APPROX. DEL. DATE - ✓ / 0 " i"e�"� TERMS OF PAYMENT 'OZ5 * Delivery dates are all subject to weather conditions and material availability. 4/1.90°�5 terC 3 THIS PRICE IS BASED ON DIMENSIONS SHOWN ABOVE rage 0 UT 0'1 TOTAL CASH $ - 7 ■ SALES TAX $ mane"/ - z PERMIT / TOTAL CONTRACT $ 1$T DEPOSIT $ 7 .2`' D DEPOSIT INSTALLATION $ ,,,� 2 BALANCE DUE $ ,(6 O = w NO. OPENING WIDTH OPENING HEIGHT QUANTITY FLOOR PRODUCT NOTES COLOR 1 1 IC / o graePZ � 12 9 7 13 3 g' .14 0 1 Q ' f G , L, ,e -� /o,. 7 5",1, �— /��- Lv. �7sTv < �! 4L . _ v eQ� e • jai ��,ez . 8 � J - /'"��. � GAG z' . ,i fi r .. 9 10 • ACCORDION SHUTTERS ' BAHAMA SHUTTERS • COLONIAL SHUTTERS • ROLL DOWN SHUTTERS Purchaser Jose Suarez & Associates, Corp. i 318 SW 113 Place • Miami, FL 33176 Home: 305 - 254 -6364 • Cell: 786 - 488 -6664 /e_sb PHONE 303 5"0 /"/° FAX SOLD TO " JOB ADDRESS /FS 7 /0 MAILING ADDRESS CONTACT j APPROX DEL. DATE 3 �C /L TERMS OF PAYMENT CRY Page C2 of CRY �� T PHONE - EPEAZ o 7$ *Delivery dates are all subject to weather conditions and material availability. ��5'C -4 a ..L'm– • SKETCH AREA / Q? oro,, 2 .; 5 -)2A 5 b/g 9 7 O --74 /94r ,1_47-/. c; •-1, // 0 o o -( 1/ We have read the foregoing proposed contract and accept the same on the terms and conditions printed as stated above. Jose Suarez & Associates, Corp. By: THIS PRICE IS BASED ON DIMENSIONS SHOWN ABOVE TOTAL CASH $ SALES TAX $ PERMrr - . l ` • . TOTAL CONTRACT $ a 1 $T DEPOSIT $ . f G' o 2ND DEPOSIT INSTALLATION $ BALANCE DUE $ L NO OPENING OPENING HEIGHT QUANTrIY FLOOR PRODUCT NOTES COLOR 1 9 WIDTH 0 3 ¢ 2 :700— — 7 �i,�� -74- 2 I // i•'' y /-O a'S , �7` ' O. "� 3 G%% 4 6 6 7 8 9 10 Jose Suarez & Associates, Corp. /3318 SW 113 Place • Miami, FL 33176 Home: 305 - 254 -6364 • Cell: 786 - 488 -6664 SOLDTOJ�'i / ' y ��:PHONE FAX � JOB ADDRESS /D67/7 `� CITY � e MAILING ADDRESS CRT CONTACT PHONE DEEPER APPROX DEL. DATE 1Q. F L 5 • ACCORDION SHUTTERS • BAHAMR SHUTTERS • COLONIAL SHUTTERS • ROLL DOWN SHUTTERS Delivery dates are all subject to weather conditions and material availability. SKETCH AREA I / We have read the foregoing proposed contract and accept the same on the terms and conditions printed as stated above. Purchaser Jose Suarez & Associates, Co TERMS OF PAYMENT THIS PRICE IS BASED ON DIMENSIONS SHOWN ABOVE Page I of TOTAL CASH $ .24C-DO SALES TAX $ � ti PERMIT TOTAL CONTRACT $ 1ST DEPOSIT $ 2ND DEPOSIT INSTALLATION $ BALANCE DUE $ . 7 ad 1 1. Client 2. Job Name 3. Job Address 4. 5. 6. 7. Wind Standard 8. Roof Slope 9. Exposure County Building Height : `6 Basic Wind Speed : / 1 /10 Cli AI- Farooq Corporation 1235 SW 87 Avenue • Miami, FL 33174 Tel: (305) 264 -8100 • Fax: (305) 262 -6978 Af I 1115/10 zfj 3 ,4- APR 2 1 Z010 entative Site Specific: Wind Loads (Based on data supplied by client) ca l 2 , /4t�S/2 ./Q a ® - - 7r : ASCE 7 -05, FBC 2007 Edition : O Flat ' Slope: Pitch : Non Coastal O Coastal O Other ft. (see sketch below) mph /12 4) (Coastal exposure applies within 1500 ft of ocean line or 50 miles with n o Std. Bldg. Code Chapter 16.) 10. Building : Length F ft. Width 57 ft. 11. Attach floor plan with shutter / window, sizes and types. (Note: If maximum load used for all openings floor plan is not require 12. Building egory : $ /e �o ) / 0 o gyp . • ,...... .. 4 % F ir • : No. 70592 0 1 *M ! • • - *: APR 1 6 2014 STATE OF po'�Aft'a , e• ;� g 8 � lw � ! JAVAD AHMAD, P.E. — FL # 70592 EB C.A.N. #3538 w (j z 0 0 W 0 Co w 5 I AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :JOSE SUAREZ & ASSOC CORP PROJECT :NORMA AND AGUSTIN AYUSO WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 16 FT. TRIBUTARY LOAD AREA A : 10 FT Kh = 0.86 Kd = 0.85 Kzt= 1.0 VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV = 39.89 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +1.00 -1.10 ZONE 5 = +1.00 -1.40 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 47.1 PSF - 51.1 PSF At 2-6-$(12, ZONE 5 = + 47.1 PSF - 63.0 PSF 1 0 (See No, Woon ,Gne 3� • ... •. • • • • ••. ..• • . • • • . 11 • • • • • • • • •• ••• •• • • • •• • • .. ••. •.• • • • • • • • • • • •.• • • •• • • • • . • . • ••. • • • • ... • • • • • •.• • • • • • :0 •s • • • • • • • • . ... • • . •.• • .• • 04 -15 -2010 (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) $ A �'� •••• 4 No. 70592 * i * i * ---- STATE OF ' F R • •A4, s / ®NAL E� . APR 1 6 2010 1 .r if-/-, 2426 5. 2� 5-1r- 4A,,,,,,e4m,/ 5 4/4ab /o ` N. /o�" �5-� �� , , pi�yr..., o�G' 1 e /3 ._. ,„.„ , _ — , asly AO 17074, . -t7..4-,414 / • • • •• � �ofi / 4 1 5 x o 'e''' � ���! �� S FAIIIIS /c 0 6-7 ......_, •• ."41........„:6. • 4:1 iiirr 1211 (5 x q 3 ellir / / / 1 ••• • 3 - � . : .. 1 • • • • � ,i___ / I 0 X .7 C3) 0 • • • • • 0 • • • • ••• • • • ••• • • • • • • • • • • • • • .. .. • • • .. 00 000 • • • 100 • • Or, gi DATE A MUNICIPALITY / f /0/2/2„,-;24-,i5es,_e JOB ADDRESS We are the Miami -Dade County Notice of Acceptance Holder for the "ASSA/BERTHA HV ACCORDION SHUTTER SYSTEM (COMBO) "UNDER NOA 08- 0310.07 This letter authorizes,, ) 05' �. , �s�cc ?to use our "ASSA/BERTHA V � � H ACCORDION SHUTTER SYSTEM (COMBO)" UNDER NO0310.07 at the above reference address. Sincerely SHUTTERS PRODUCT APPROVAL AUTHORIZATION FORM Francisco Rosado Aluminum World Inc ALUMINUM WORLD, INC 4401 E 10 AVE HIALEAH, FLORIDA 33013 PHONE (305) 825 -1355 / FAX (305) 825 -1356 • •• ••• • • • • • •• • . • • • • • • •• ••• •• • • • •• • ••• •••• ••• • • 1) 'l hi :fornn must acoompai•y the ap for building permit and shall become part of the permit document 2) 'Fheeuthorizea sighur$ ny1stbedr tDe Tised corporate seal of the company holding the Miami -Dade County Notice of Acceptaii'ce • • • • ••• • • • . • • • • • • • • • • •• •• ••• • • • • • • • • • • • • ••• • • • • • • • • • • A • • • • • a BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Aluminum World, Inc. 4401 East 10 Avenue Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Bertha HV Combo " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 07 -062, titled " Bertha HV Accordion Shutter System ", sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated March 31, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the Expiration date by the Miami -Dade County Product Control 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 NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ....... • .. •• INSPECTIOr : A co?y'oetttis:e$tiee VOA shall be provided to the user by the manufacturer or its distributors and shall be avalabli 'oi job site at the request of the Building Official. This NOA renews NOA # 07- 0424.01 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 and approval document mentioned above. The submitted tiocpmentzjtion; vas re i Viewed by He my A. Makar, P.E., M.S. ... • • • • • • •• • • • • • ••• • • • • • • • • • • •• • •• • • ••• • • • .•• • • • • • • • • • • • • • • • • • • • / / 7/ a8' MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingeodeonline.com NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 Page 1 Aluminum World, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0327.06 A. DRAWINGS 1. Drawing No. 00 -58, prepared by Tilteco Inc., titled "ASSA / Economy Accordion Shutter", dated February 24, 2000, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit, Jr., P.E. on February 24, 2000. B. TESTS 1. See Association's generic approval under 96 - 0091. C. CALCULATIONS 1. See Association's generic approval under 96 - 0091. • D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 96 - 0091. E. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated February 21, 2000, certifying this product to meet the criteria of product tested and approved, and allowing Aluminum World, Inc. to use the test results approved under Dade County Approval No. 96 -0091, signed by Mr. Trudy Midkiff 2. Acknowledgment letter by Aluminum World, Inc., dated March 18, 2000, signed by Mr. Francisco Rosado. 3. Letter by Tilteco Inc., dated March 8, 2000, certifying that the drawing (No. 00 -58) prepared for Aluminum World, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 95 -62A). 4. Acceptance Letter issued to .Mr. Francisco Rosado on May 9, 2000 and .returned signed by Mr. Francisco Rosado on May 10, 2000, indicating to please issue the proposed Notice ofAcceptancras submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0423.01 A. DRAWINGS 1. Drawing No. 03 -087, titled "ASSA /Economy Accordion Shutter ", sheets I ° through 9 of 9, prepared by Tilteco, Inc., dated April 21, 2003, last revision #1 dated April 21, 2003 signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. See Association's generic approval under 03 - 0112. C. CALCULATIONS 1. See•.Ascseiati®n s generic.gpproval under 03 -0112. • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • •.. ••• • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • . • • • • • •• • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • •• •• • • • • •• • •• ••• • • • • • • • • E -1 � elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 03 - 0112. E. STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated April 18, 2003, indicating that the only change is update General Note numbers 1 & 11 to reference the Florida Building Code and ASCE 7 -98. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0817.08 A. DRAWINGS: 1. Drawing No. 05 -234, titled "ASSA /Mid -Rise Bertha Accordion Shutter ", shee. 1 through 9 of 9, and sheet IA of 9, prepared by Tilteco, Inc., dated August 08, 2005, last revision #1 dated August 08, 2005,. signed and sealed by Walter A: Tillit Jr., R.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 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 05 - 0236. F. STATEMENTS • I. Letter from Tilteco, Inc., dated August 10, 2005, signed and sealed by Walter A. Tillit Jr., P.E., certifying that the drawing (No. 05 -234) prepared for Aluminum World, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -139). 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 07- 0424.01 A. DRAWINGS: 1. Drawing No. 07 -062, titled "Bertha HVAccordion Shutter System'; sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated March 31, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007. B. • ••T•EFFSs . .. •• •• 1... • $et 4ssQciatjon generic approval under 06 -0130. • .••• • • e my A. Makar, P.E., M.5 • • • . .. .. • • • • • Product Control Examine • • • • • • • • • • • • • �. • � • NOA No. 08- 0310.0 • • • • Expiration Date: 05/10/201 Approval Date: 04/17/200 • .. • • • • • • • • • • •• •• •• ••. • • • • .• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • •• • • E -2 Aluminum World, Inc. NOTICE OF ACCEPTANCE: C. CALCULATIONS: 1. See Association's generic approval under 06 -0130. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -0130. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc:, dated March 23, 2007, certing this product to meet the criteria of product tested and approved, and allowing Aluminum World, Inc. to use the test results approved under Dade County Approval No. 06 -0130, signed by Ms. Legny Santana. 2. Acknowledgment letter by Aluminum World, Inc., dated March 21, 2007, signed by Mr. Francisco Rosado. 3. Letter by Tilteco Inc., dated April 03, 2007, certifying that the dra wing (No. 07 -062) prepared for Aluminum World, Inc., signed and sealed by Mr. alter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. I5 -363). 5.. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. None. B. TESTS: 1. See Association's generic approval under 06 -0130. • C. CALCULATIONS: 1. See Association's generic approval under 06 -0130. D. . QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06- 013DJ. F. STATEMENTS 1. Letter by Tilteco Inc., dated March 04, 2008, certifying that Tilteco, Inc. is still the engineer of record for this product, and continues to be in the engineering business. .. . .. . • • . • • • • • • • • • •• ••• •• • • • • • • ••• • • • • • • • • • • •• • • •• •• • • • • • • • • • •. .• • • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .•. • • • •• •• • •• • • • ••• • • E -3 EVIDENCE SUBMITTED el A. Makar, P.E., M.S. Product Control Examiner • NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 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 SUPPLEMENTS. 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 339:- INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS 1 Qj 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 O #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, —HV BLADE 20 #0422.01 -05 AS PER TAS -201, TAS -202 AND TAS -203 PROTOCOLS. 2. HV BLADE O AND HV BLADE 02 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN 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 CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VAUDITY OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA "REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -02 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPUED FOR. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 .ksi TENSILE STRENGTH. PINS -SHALL BE COATED WITH BER -THA HV DACROSHIELD COATING 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 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063 —T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005 —T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN .50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. 6. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE O : 13,14,15,16 AND 17 HV BLADE ® : 26. 8. THIS BERTHA H.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 #5'458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 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 PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 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: ALUMINUM WORLD, INC. HIALEAH, ft. MLA.MI —DARE COUNTY PRODUCT CONTROL APPROVED. 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 JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PA.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • •• ••• • • • • • Its ga ;.. • a-y� • . : e `7.e*B • • • t , � 5 1 7!.? • ••• • • • • •• ••• • •••••.•• • • • • • • • • ••• • • • • • •• • • • •• r • • ••• • • GENERAL NOTES: a.i✓� fw .^ea ;!y' , :th the Florida ••: •:(1 s; Ccde No Drto • •• CV j • 4DiViZIO • •. ••• • • ••• ••• • • CadLc: Control MIAMI -DADE COUNTY a An 0 3 — P.E: SEAL /SIGNATURE /DATE /Th TIWT TESTING & ENGINEERING COMPANY N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 hone : (305)871 -1530 . Fox : (305)871 -1531 e —moil: tiltecotaool.com EB - 0006719 WALTER A. TILUT Jr. P. E FLORIDA tie. IF 44167 TABLE OF CONTENTS AREA 1: HV BLADES C1) & Q GENERAL NOTES. SYSTEM COMPONENTS. SYSTEM COMPONENTS. TYPICAL SHUTTER ASSEMBLY. 1 -20 21 -37 38 -43 AREA 2: HV BLADE n ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS A —E — CONCRETE & BLOCK INSTALATION DETAILS F —L— CONCRETE & BLOCK. CENTERMATE DETAILS HV. CENTERMATE ALTERNATING DETAILS HV. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 —6—CONCRETE & BLOCK MAXIMUM SPAN TABLES. ANCHOR SCHEDULE— CONCRETE & BLOCK. ANCHOR SCHEDULE— CONCRETE & BLOCK. ANCHOR SCHEDULE— CONCRETE & BLOCK. ANCHOR SCHEDULE— WOOD. ANCHOR SCHEDULE— WOOD. INSTALLATION DETAILS M —R —WOOD. INSTALATION DETAILS S —X —WOOD. END CONNECTION DETAILS 7 -12, X. AREA 3: HV BLADE O ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS AA —GG. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 -6, X. MAXIMUM SPAN TABLES. ANCHOR SCHEDULE CONCRETE. SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 1EV. No 1 2 3 4 5 F.B.0.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System _ DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 1 OF 26 X Y t 1" 1" 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 3" 0.062" 2" 4" 0.062" 2" 5" 0.062" X Y t 2" 2" 0.125" 3" 3" 0.090" N N7 N HV BLADE COVERED UNDER US PATENT # 5458179 6063-T6• ALLOY AND TEMPER 0.072" 3.556" .670" 2.226" 1 3.226" DV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE 10 & Q 6063 -T6 ALLOY AND TEMPER Q 11 IFIED FOR USE W/ HV BLADE HV CEILING HEADER SEE SECTIONS FOR VALIDITY. 6063 -T6 ALLOY AND TEMPER 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE 01 & 6063 -T6 ALLOY AND TEMPER • • •s• • • • Os- ••• • • • • • • • • • • • • ••• • • . • • •• •• • • ••• • • • 1 0.072" • • • • P c ucr ItENEvlab • • • . se ccraley'aPut wisiis tag 11 4.1 13. . g 031 • ••• • • •• • .• -: .r• • • • • ••• • • • • • • • • s • • •• •• ••• • • ONLY, • • • • • • 0 03 0 03 0 0 0 N M U HV BLADE COVERED UNDER- US PATENT # 5458179 6005 -T5 ALLOY AND TEMPER HV ADJ. ADAPTER W /LIP QUALIFIED FOR USE W/ HV BLADE 01 & 20 6063 -T6 ALLOY AND TEMPER n N i .2. 12 HV HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 1OONLY 6063 -T6 ALLOT AND TEMPER .125" VARIES FROM 2.000" TO 5.000" R.E J r ^ a=D_' � t- • 45 : .a�'. s, :�.� :i'.!. f the • 17 B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 1 ONLY. .6063 -T6 ALLOY AND TEMPER Prod :.;c1. Cc frd .0/ MIAMI -DADE COUNTY 3.226" .085" (TYP.) 4.897" VARIES - 1" 1.915" J Max. o 0 .083" o X 44 .060" C 670 b l 3.520" 1.500" .083" 0 060" P.E: SEAL /SIGNATURE /DATE ® HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 10 & ® 6005 -T5 ALLOY AND TEMPER ®HV WALK -OVER TRACK QUALIFIED FOR USE W/ HV BLADE 10 &10 6063 -T6 ALLOY AND TEMPER 0 .093" .192" 0 0 0 Typ .. N 0' O 1.936" 670" 3.529" 093" 0 03 0 in CO HD CEILING HEADER /SILL QUALIFIED FOR' USE W/ HV BLADE SEE SECTIONS FOR VALIDITY. 6063 -T6 ALLOY AND TEMPER VARIES FROM 2.000" TO 5.000" 18 B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE ® 6063 -T6 ALLOY AND TEMPER IL E C O ANC. �TILLIT TESTING & ENGINEERING COMPANY. N.W. 3Sth. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tiltecoGool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 0 0 N o N m .125" ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE 10 & (2) 6063 -T6 ALLOY AND TEMP 2.670" HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 02 ONLY. 6063 -T6 ALLOY AND TEMPER VARIES 1.936" 2" Max. .093" N 670' <o 3.529 .093" 0 03 O .1 HD WALL HEADER /SILL QUAUFIED FOR USE W/ HV BLADE 0 ONLY. 6063 -T6 ALLOY AND TEMPER 0.190" 7.000" TYP N 03 1 19 7" B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063 -T6 ALLOY AND TEMPER - ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 '1EV. No 2 3 4 5 6 ®HV. 90'/180' STARTER QUALIFIED FOR USE W/ HV BLADE 0 & (2� 6063 -T6 ALLOY ANND TEMPER .124" -- {_. -.145" -255" 3.750" HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063 -T6 ALLOY AND TEMPER 2.035" 1630 OJ o x ., O. 3.581" 15 SHD CEILING HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 0 & 2O 6063 -T6 ALLOY AND TEMPER X o{ { o to N .140", 0 N CO 0 O a r 1.375" 14 CORNER POSTS QUAUFIED FOR USE W/ HV BLADE 10 & 20 6063 -T6 ALLOY AND TEMPER F.B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 DRAWING No - 07 -062 SHEET 2 OF 26 0 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 6063 —T6 ALLOY AND TEMPER • r - • " • 01• • • " 1 QUALIFIED FOR USE W/ HV BLADE Q ONLY 6063 —T6 ALLOY AND TEMPER 31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE O& 2Q 6063 —T6 ALLOY AND TEMPER • VARIES, 12" MIN. 1.000' 2.750" FRONT ELEVATION 1/4" 0 -20 S.S. OR 3/8 "0 -16 ACETAL THUMBSCREWS. (SEE DETAILS) LOCKING ROD QUALIFIED FOR USE W/ HV BLADE O & Q 6063 —T6 ALLOY AND TEMPER •• 000 • • • • • • • PRO J� i • � • • •• U=5 =r :'u.,- :w:: .1 • ' � : • . • • • • gar :_. 7 08 3 _ 0.0 : . E 1 : as i.Q 1.1.0. e/✓ ••• • • • • • • • ••• • • • 4 • • • • a • • • ••• • • • • • • • • • *fete • ••• • • •.• • • • ONLY • • • !i ✓l • • • • • • • 0 U) N P N:17:piyh:3 i'::1Sthc n.. •� d ...tCkaa Co' nt.r.".3 MIAMI —DADE COUNTY 22 HV FLOATING CENTERMATE Q ALIFIED FOR USE W/ HV BLADE 0 ONLY 6063 —T6 ALLOY AND TEMPER M N at U3 . 2.874" 4di6U 1.130" N. • .• 454 s, ® HV MALE "T" LOCK CENTERMATE -. -.fete 6063 —T6 ALLOY AND TEMPER 1(0 ®. HD CENTERMATE Viy LOCKING ROD QUALIFIED FOR USE W/ HV BLADEO &O2 6063 — ALLOY AND TEMPER 375 "0 HV 3/8 "g -16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE O& 0/ P.E: SEAL /SIGNATURE /DATE ONLIF HV CORNER CENTERMATE FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPER FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPE 432 4.04-5" 2.079" 1.753" fl 3 .432 1.030 1 I 7 i s n N ±1 /2" 4 Hu CENTEKiv;H i E ", ,QUALIFIED FOR USE W/ HV BLADE 1 & 2O 6063 —T6 ALLOY AND TEMPER X1/4"0 HV 1 /4" g -20 AISI 304 ERJES _S.S. THUMBSCREWS_ QUALIFIED FOR USE W/ HV BLADE 1 & Q /i itr \ TtLLIT TESTING & ENGINEERING COMPANY - .. N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tiltecoaaol.com- E8- 0006719 WALTER k TIWT Jr. P. E. FLORIDA Lie. # 44167 1 /4 "- 20x1 / FLAT .HEAD - S.S.M.S. (2 TYP.) .875" -�i rn .318 1/4"-20 THREADED ® HV "T" LOCK QUALIFIED FOR USE W /HV BLADE Q ONLY. BRASS CYUNDER & KEYS (CHROME PLATED) HV QUALIFIED FOR U LOCK SE W/ HV BLADE 10 ONLY. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. - HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 DIE cAST HOUSING ENAMEL BAKED PAINTED PLASTIC HEAD MOLDED TO SCREW 5 REV. No 2 3 4 5 - 1/4-"-20 THREADED DIE CAST HOUSING ENAMEL BAKED PAINTED co n DESCRIPTION GRESS TURN KNOB. BRASS CYLINDER (CHROME PLATED) Q HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE 10 ONLY. ca — .360" AFTER RIVETING 1 /4 "0 -20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4 "g -20 RIVNUT* SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART !l 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL @ HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE Q ONLY. THUMBTURN CYLINDER OR KEY CYUNDER n •75" ... 1 .125" Max. .s18t- HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O& 20. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVIm Accordion Shutter System DATE THUMBTURN CYLINDER OR KEY CYUNDER Drawn by:. F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 3 OF 26 -8L£'9 di 0 0 0 .804" 0 HV CENTERMATE QUALIFIED FOR USE W/ HV BLADE 6063 —T6 ALLOY AND TEMPER • r - • " • 01• • • " 1 QUALIFIED FOR USE W/ HV BLADE Q ONLY 6063 —T6 ALLOY AND TEMPER 31 HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE O& 2Q 6063 —T6 ALLOY AND TEMPER • VARIES, 12" MIN. 1.000' 2.750" FRONT ELEVATION 1/4" 0 -20 S.S. OR 3/8 "0 -16 ACETAL THUMBSCREWS. (SEE DETAILS) LOCKING ROD QUALIFIED FOR USE W/ HV BLADE O & Q 6063 —T6 ALLOY AND TEMPER •• 000 • • • • • • • PRO J� i • � • • •• U=5 =r :'u.,- :w:: .1 • ' � : • . • • • • gar :_. 7 08 3 _ 0.0 : . E 1 : as i.Q 1.1.0. e/✓ ••• • • • • • • • ••• • • • 4 • • • • a • • • ••• • • • • • • • • • *fete • ••• • • •.• • • • ONLY • • • !i ✓l • • • • • • • 0 U) N P N:17:piyh:3 i'::1Sthc n.. •� d ...tCkaa Co' nt.r.".3 MIAMI —DADE COUNTY 22 HV FLOATING CENTERMATE Q ALIFIED FOR USE W/ HV BLADE 0 ONLY 6063 —T6 ALLOY AND TEMPER M N at U3 . 2.874" 4di6U 1.130" N. • .• 454 s, ® HV MALE "T" LOCK CENTERMATE -. -.fete 6063 —T6 ALLOY AND TEMPER 1(0 ®. HD CENTERMATE Viy LOCKING ROD QUALIFIED FOR USE W/ HV BLADEO &O2 6063 — ALLOY AND TEMPER 375 "0 HV 3/8 "g -16 ACETAL THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE O& 0/ P.E: SEAL /SIGNATURE /DATE ONLIF HV CORNER CENTERMATE FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPER FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY 6063 —T6 ALLOY AND TEMPE 432 4.04-5" 2.079" 1.753" fl 3 .432 1.030 1 I 7 i s n N ±1 /2" 4 Hu CENTEKiv;H i E ", ,QUALIFIED FOR USE W/ HV BLADE 1 & 2O 6063 —T6 ALLOY AND TEMPER X1/4"0 HV 1 /4" g -20 AISI 304 ERJES _S.S. THUMBSCREWS_ QUALIFIED FOR USE W/ HV BLADE 1 & Q /i itr \ TtLLIT TESTING & ENGINEERING COMPANY - .. N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tiltecoaaol.com- E8- 0006719 WALTER k TIWT Jr. P. E. FLORIDA Lie. # 44167 1 /4 "- 20x1 / FLAT .HEAD - S.S.M.S. (2 TYP.) .875" -�i rn .318 1/4"-20 THREADED ® HV "T" LOCK QUALIFIED FOR USE W /HV BLADE Q ONLY. BRASS CYUNDER & KEYS (CHROME PLATED) HV QUALIFIED FOR U LOCK SE W/ HV BLADE 10 ONLY. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. - HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 DIE cAST HOUSING ENAMEL BAKED PAINTED PLASTIC HEAD MOLDED TO SCREW 5 REV. No 2 3 4 5 - 1/4-"-20 THREADED DIE CAST HOUSING ENAMEL BAKED PAINTED co n DESCRIPTION GRESS TURN KNOB. BRASS CYLINDER (CHROME PLATED) Q HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE 10 ONLY. ca — .360" AFTER RIVETING 1 /4 "0 -20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1/4 "g -20 RIVNUT* SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART !l 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL @ HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE Q ONLY. THUMBTURN CYLINDER OR KEY CYUNDER n •75" ... 1 .125" Max. .s18t- HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE O& 20. F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVIm Accordion Shutter System DATE THUMBTURN CYLINDER OR KEY CYUNDER Drawn by:. F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 3 OF 26 SHUTTER ASSEMBLY SCHEDULE FOR HV (1) AND HV 2 BLADES. O HV BLADE 1 • HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 "x3/16" THICK NYLON WHEEL. . 0.188"0 AISI 302 SERIES S.S. RIVETS • HV 1 3/4" ACCORDION PIN W/ #8 HEAD * ©3 HV 2 3/4" ACCORDION. PIN W/ #8 HEAD * • . * V PIN QUIREMENTS AT EXTERIOR BLADE, KNUCKLE EQE (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE. (2) HV PIN 0 MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND "DD ", SHEET 22 OF 26. (3) HV PIN © OR W/ 1/2" 0.D. .1 /16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24 OF 26. •• ••• • • • • • •• • • • • • •• • • • • ••■ • • ettatr,iyirq, win 12: • ••. :� :;;. =:_ 0 31 9 ;07 • • • .. • • • • • • •A• • • • • ••• • • • . • • • •• • • • • • 4 9 7 -1 : 116 ' 24-46 • • ••• • • • • • • •• with de: Florida f � r . o:V.et CO t:c4 .01 MIAMI —DADE COUNTY ) .' r 21.10? P.E. SEAL /SIGNATURE /DATE • . TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 00.324" .048 =-II-- TYP. WHEEL CARRIAGE DETAIL N.T.S. EXTERIOR SEE NOTE FOR REQUIREMENTS) / - TILTE737 - ic. � TILLIT TESTING & ENGINEERING COMPANY 6351.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mrn1: tiltecoOool.com EB- 0006719 WALTER A. T1LUT Jr. P. E. FLORIDA Uc. $ 44167 N I1 .315 "0 415-0 1P 0 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH. FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone REV. No 2 3 4 5 DESCRIPTION EXTERIOR HV PIN ® OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR 1 REQUIREMENTS) © 2003 EASTERN METAL SUPPLY. INC. BERTHA Hi,' Accordion Shutter System DATE Drown by: F.P. DATE: 03/31/07 DRAWING No 07-062 SHEET 4 OF 26 SEE END —' CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. a. • • • • • • • • • • • • •• • • • • • • • • • • • • • eo2SOrt -Ytynlosti'rrb Elats:.R::':' :.: w Y • • A 98-' 0 E 0 .07 • ••• g=•:i - '�i �" -OF- 9 • 7 2 'v/? • • ••• • • • • • • ••• • • 0 • • • • • • • • • • • • • • • ••• • • • • • • • • • UNUMITED WIDTH OR ®OR CD. O OR ®OR 10 +©ORR 10 15 ©+ 130Re + ®OR ® +O + ©OR ® +O + 18 OR @+ ®OR ®+ ®M®+ © OR ® + ®OR 19 +13MR19 + TYPICAL CD HV BLADE SHUTTER ELEVATION N.T.S. Earitia = 4:0/ Z/5" /0 •d•�- MIAMI —DADE COUNTY 0 Co. 0 APR 0 20t1/ P. E: SEAL /SIGNATURE /DATE D- OF CORNER CENTERMATE IL ECON�.� TIWT TESTING & ENGINEERING COMPANY 63$5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 - 1530 . Fax : (305)871 -1531 e —mail tiltecoGool.com E8- 0006719 • WALTER A. T1L JT Jr. P. E. FLORIDA Lie. # 44167 * NOTES ON- HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1: ONE HV LOCK ® or ® SHALL. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP - TO T05 ", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED -T•0 O OR CENTERMATES W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 „1111 ►I' • :4 ••. . :. 1 :al • .. :.►I: •: '` 1•` &: 1 - ` •: FLOOR /CEILING INSTALLATIONS. TWO HV LOCKS 4! - OR OR-ONE HV LOCK r; OR + W/ TWO q_ LOCKING RODS AT TOP & BOTTOM SHALL BE SED F ANY SPAN AND INS ALLATIO AT ANY ELEVATION. HV LOCK ® OR t® SHALL BE ATTACHED TO OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTIOAL NDTTIQN #1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR - SECURITY PURPOSES, UP TO TWO HV LOCKS 49' q OR j9 MAY BE USED AS AN INSIDE OR 'OUTSIDE LOCK. CONNECTION OF LOCKS TO - CENTERMATES O OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER - ELEVATION. •JI•.• •.II •. •► •►111•► • 0.1 •i 4 '2 IS USED W/TWO H.V. LOCKS): LOCKING RODS R ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). .5. MANDATORY CONDITION #2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or ® SHALL BE USED- AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS t`i AT TOP & B0 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 211++17 1 :L • ,:► •:4 •►•!1• 6 I •. •: ■► • • ✓Z 'lL,,.al: •11 :,,:1 41 • ONE ALTERNATE HV LOCK f ri, MAY BE USED IN LIEU OF HV LOCK r: or /7 FOR ANY SPAN AND INSTA IATIONS AT ANY ELEVATION. ALTERNATE LOCK 143 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. •.• 1 a.:l • : ►•: • •.•11• _ .• •► •: ■ 1 • r. : .I ONE ALTERNATE HV "T" LOCK MAY BE NSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALT RNATE LOCK tSkMAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER O , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND 4i) W/ 1/4 "0 -20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 "0 x 3/32" WINGNUT OR W/ 1/4 "0 -20x1" S.S.M.S. INTO A 1/4 "0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK ® MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ®IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ©3 AS SHOWN ON SECTIONS HDB -HVB AND HDC -HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ©5 IS COMPLETELY OPTIONAL. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 3 4 5 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 5 OF 26 \ / 0R1 -4 1' 0Rg6 OR OR ®* '9' C� HDC_ HVC D -HHVD — HDDD O 0 H D-HV a I V �% 4' SEE END —' CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. a. • • • • • • • • • • • • •• • • • • • • • • • • • • • eo2SOrt -Ytynlosti'rrb Elats:.R::':' :.: w Y • • A 98-' 0 E 0 .07 • ••• g=•:i - '�i �" -OF- 9 • 7 2 'v/? • • ••• • • • • • • ••• • • 0 • • • • • • • • • • • • • • • ••• • • • • • • • • • UNUMITED WIDTH OR ®OR CD. O OR ®OR 10 +©ORR 10 15 ©+ 130Re + ®OR ® +O + ©OR ® +O + 18 OR @+ ®OR ®+ ®M®+ © OR ® + ®OR 19 +13MR19 + TYPICAL CD HV BLADE SHUTTER ELEVATION N.T.S. Earitia = 4:0/ Z/5" /0 •d•�- MIAMI —DADE COUNTY 0 Co. 0 APR 0 20t1/ P. E: SEAL /SIGNATURE /DATE D- OF CORNER CENTERMATE IL ECON�.� TIWT TESTING & ENGINEERING COMPANY 63$5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 - 1530 . Fax : (305)871 -1531 e —mail tiltecoGool.com E8- 0006719 • WALTER A. T1L JT Jr. P. E. FLORIDA Lie. # 44167 * NOTES ON- HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION #1: ONE HV LOCK ® or ® SHALL. BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP - TO T05 ", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or J MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED -T•0 O OR CENTERMATES W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 „1111 ►I' • :4 ••. . :. 1 :al • .. :.►I: •: '` 1•` &: 1 - ` •: FLOOR /CEILING INSTALLATIONS. TWO HV LOCKS 4! - OR OR-ONE HV LOCK r; OR + W/ TWO q_ LOCKING RODS AT TOP & BOTTOM SHALL BE SED F ANY SPAN AND INS ALLATIO AT ANY ELEVATION. HV LOCK ® OR t® SHALL BE ATTACHED TO OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. • MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTIOAL NDTTIQN #1: IF DESIRED, FOR BETTER PERFORMANCE OR FOR - SECURITY PURPOSES, UP TO TWO HV LOCKS 49' q OR j9 MAY BE USED AS AN INSIDE OR 'OUTSIDE LOCK. CONNECTION OF LOCKS TO - CENTERMATES O OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER - ELEVATION. •JI•.• •.II •. •► •►111•► • 0.1 •i 4 '2 IS USED W/TWO H.V. LOCKS): LOCKING RODS R ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS ® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). .5. MANDATORY CONDITION #2: ONE HV LOCK ® ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2 or ® SHALL BE USED- AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS t`i AT TOP & B0 OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 211++17 1 :L • ,:► •:4 •►•!1• 6 I •. •: ■► • • ✓Z 'lL,,.al: •11 :,,:1 41 • ONE ALTERNATE HV LOCK f ri, MAY BE USED IN LIEU OF HV LOCK r: or /7 FOR ANY SPAN AND INSTA IATIONS AT ANY ELEVATION. ALTERNATE LOCK 143 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO ©1 OR ® CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1. •.• 1 a.:l • : ►•: • •.•11• _ .• •► •: ■ 1 • r. : .I ONE ALTERNATE HV "T" LOCK MAY BE NSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALT RNATE LOCK tSkMAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER O , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND 4i) W/ 1/4 "0 -20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 "0 x 3/32" WINGNUT OR W/ 1/4 "0 -20x1" S.S.M.S. INTO A 1/4 "0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE HD LOCK ® MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK ® TO ®IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT ©3 AS SHOWN ON SECTIONS HDB -HVB AND HDC -HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ©5 IS COMPLETELY OPTIONAL. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 3 4 5 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 5 OF 26 • • • •. • • POURED CONCRETE RED ` REQUI 11510 Ilfl O R E. D.* E. D.* POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING - GLASS --1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 0 HV WALL HEADER INSTALLATION EXISTING GLASS —i MIN. SEPARATION TO GLASS - I (SEE SCHEDULE ON SHEET 12) 0 HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • •.• • • • • • .• • •:PKUUCT:tni,' 'e4 • ,. .O �3Lo " O , � • • • • t y ii'•'•::`. ; _Z92.o f 3 • • • • .:. • ••• • • • • ••• • • • • • • • • • • • .. • • • • • ... • • • • ••• • • • • •• • • • • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) z * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) Fs^ idD i a: ± # Coal: of MIAMI —DADE COUNTY .257" Max. POURED CONCRETE REQUIRED EXISTING GLASS --, POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED P.E.• SEAL /SIGNATURE /DATE ' CONCRETE ANCHORS SEE SCHEDULE ON SHEET 13) R OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) ® HV WALL HEADER INSTALLATION EXISTING GLASS —J MIN. SEPARATION TO GLASS (SEE SCHEDULE ON, SHEET 12) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) 1 " Min. EQ- 0 HV WALL SILL INSTALLATION 1/4 "0- 20x3/4" S.S. MACHINE SCREWS - USING 1/4 " -20 NUTS ® 12" 0.C. .257" Max. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4"-20 NUTS @ 12" O.C. IL ECO, TIWT TESTING & ENGINEERING COMPANY. 55 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tiltecoCootcom EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 POURED CONCRETE OR CONCRETE BLOCK REQUIRED EXISTING GLASS EXISTING GLASS /v/ POURED 1, POURED CONCRETE OR CONCRETE BLOCK REQUIRED I / / OPTIONAL H CONCRETE ANCHORS _(SEE SCHEDULE ON SHEET ) 3) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OC HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) t i� OPTIONAL INSTALLATION DETAILS W/ () HV BLADE ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE HIALEAH, FL 330t3 PH; (305) 825 -1355 FAX (305) 825 -1356 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) HV WALL SILL INSTALLATION REV. No 2 3 4 5 6 1/4 "0- 20x3 /4" STS: MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. 1" Min. -EQ EQ J J, -- EQ-H --EQ DESCRIPTION DATE 13 OR 15 .257" [ Max. i i t 1/4" j Max. 13 OR 15 © 2003 EASTERN METAL SUPPLY, INC. 1" Min. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. F.B.C.(High Velocity Hurricane Zone) BERTHA HV' Accordion Shutter System Drown by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 6 OF 26 • • • ••• • • • • • • • • • • • • ••• • • • • POURED CONCRETE REQUIRED EXISTING GLASS --1 EXISTING GLASS #14x3/4" HEX HEAD TEK SCREWS 0 9 O.C. OR 1 /4 "0 -20 S.S. M.S. W/ NUT 0 9" O.C. •• •• • • • • • •• • • • • : • •• • • • • •e Rili>;fata • • • • • • • ;- 0 3 '�:� • • • • • • • •• MIN. SEPARATION ro GLASS 1' - (SEE SCHEDULE ON SHEET 12) I MIN. SEPARATION To GLASS (SEE SCHEDULE ON SHEET 12) 1 08 _ 3LO ri ••• • • • • • • • • • • • • • • - ---- - i & Z it / / 1 /8 " 1 7/8 I I �-�/11 NOTE FOR COMBINATION OF SECTION$: 1– SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2– MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ' CONCRETE. ANCHORS (SEE SCHEDULE ON SHEET 14) © HV CEILING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) i E.D —i_- /I�1 OPTIONAL POURED CONCRETE REQUIRED JO HV RAINGUARD INSTALLATION t EDGE OF SLAB IF APPUCABLE EDGE. OF SLAB IF APPUCABLE EXISTING © + O EDGE OF— I SLAB IF APPLICABLE POURED CONCRETE REQUIRED * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) ,-.7: r' .. _ rT, , ..;:r. :::;.• zt3:'I.� s •:• dam .. . tr. :d :(i Con MIAMI —DADE COUNTY ,0 ALTERNATE ANCHOR LOCATION EXISTING I MIN. SEPARATION GLASS ---1 TO GLASS I`(SEE SCHEDULE ON SHEET 12) APP (I << 2[ P. E. SEAL /SIGNATURE /DATE MIN. SEPARATION To GVSS. (SEE SCHEOUI E ON • SHEET 12) E. D.* a E. D.* HD HV FLOOR INSTALLATION t CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON OR CONCRETE BLOCK SHEET 15) REQUIRED ® HV WALL FLOOR INSTALLATION THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT T OR ENTRANCE /1 itFEIN \ �. #10x3/4" HEX WASHER HEAD TEK SCREWS 12" 0.C. #14x3/4" S.D.S. 09 "0. C. TIWT TESTING & ENGINEERING COMPANY. 355 N.W. 36th. St., Ste. 305, 14RGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e– mail: tilteco ®ooLcom EB- 0006719 WALTER A TILUT Jr. P. E. FLORIDA Lie. >IE 44167 #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EDGE OF SLAB IF APPLICABLE • EXISTING GLASS ---.1 �I HV WALK—OVER INSTALLATION CONCRETE ANC" .../RS (SEE SCHFr' E ON SHEET 3) EXISTING GI MIN. SEPARATION TO GLASS ` — (SEE SCHEDULE 0 SHEET 12) ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 NIN. SEPARATION (SEE SCHEDULE ON TO BASS . SHEET 12) POURED CONCRET REQUIRED INSTALLATION DETAILS W/ C� HV BLADE REV. No 1 2 4 5 E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) HH P.0 \_ 14x3/4" F.H. S.D.S. ® 9" 0.C. SEE NOTE 13(b) ON SHEET 1 EDGE OF SLAB IF APPUCABLE 1 / 4 "J Max. POURED CONCRETE OR CONCRETE BLOCK REQUIRED © HV WALL WALK -OVER INSTALLATION F.B.C.(High. Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drown F.P. DATE: 03/31/07 DRAWING No - 07 -062 SHEET OF 26 OPPOSING CENTERMATES W/ HV LOCK VARIES 6 1/2" MAX. SLACK BERTHA HV' Accordion Shutter System No DESCRIPTION DATE Drawn tsy: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 8 OF 26 SEE END WAL CONNECTJO • 2 "x2 "x 1 /8 "x0' -2 (6063 — ALLOY) ALUM. ANGLE W /(2) 1/4 "0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4)#10x1/2" AT EACH ANGLE. (TYP) EXISTING GLASS MIN. SEPARATIO TO GLASS (SEE SCHEDULE 0 SHEET 12) A •• ••• • • • • • • • • • • • • • Ii ' N vix,•• as mn,7.F, rr:1 i a s.^e • • c•1 :si"._0.. — 3 X0^7 • • • 2;': ...i:alp t—� 11 • • • • . • ••,- . . .. ::: . • . ,‘,....:..;.1:' ;: t :__ �.. :iii ••• • • • • • • • • • • • • • ••• • •• • TOUT L ••• • • • N gOR ® OR®+ OOR ®OR 1 O + 0 OR 1 0 + 0 OR ©+ ©OR © +Q OR 10+0 + © on®+ 7O + 18 oR lI ®.°R ©+ O O O 0R 1 0 O 0+ Q oR 1 9 + EXISTING J 'GLASS HVD • •• • • • • • • • • 1/2 IN • • • • • OPTIONAL (INTERIOR) OUT DETAILS ON SHEETS 11 & 20 - I -N OR ®OR ®+ ®OR ®OR 1 O + 0 OR @ OR Q + OOR + OR ®+O + QOR© +O + 18 OR 1rJ +® OR + ®OR® +0 OR ®+ ®0 ®+ I®3 0R 1 9 + 1/2" #10x3/4" S.M.S. ® 12" 0.C. FULL LENGHT. ':sjiiy. . 1r.* a , l t. •O :. .::CIl 01 MIAMI —DADE COUNTY EXISTING GLASS O HVA OUT (EXTERIOR) AP 2LIN P.E: SEAL /SIGNATURE /DATE INSTALLATIONS W/ cs - NV BLADE W/ HV CENT -4) (�2 OR 2� 3 1/4" 7" SYMMETRICAL _* CENTERMATES HVE ``-IWT TESTING & ENGINEERMG COMPANY. 6355 N.W. 36th. St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tiltecoOool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 SEE NOTES ON LOCKING RODS (3 , HV LOCKS ® or AND ALTERNATE HV LOCK ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VALIQ FOR ALL CENTERMATES APPUCATION WITH BLADE() EXISTING GLASS 6 1/2" ours ® QR HVB QOR ®OR® +OOR®OR10 +O OR IN r EXISTING GLASS � �/ MIN. SEPARA 5 + Om Q + ®OR ®+ © oR (SEE T SCHEDUL E ON 0 +IS O R Q + CI O +Q OR W/ HV LOCK 6 OPTIONAL 0+ + $ oR 19 + 3 oR 9 + r SHEET 12) (INTERIOR) O O OUT ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE HIALE4H, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 • SEE END WALL CONNECTION 0 HVC — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) POURED CONCRETE OR CONCRETE BLOCK WALL REQU{RED HVF ** F.B.C.(High velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY. INC. SEE END CONNECTION DETAILS ON SHEETS 11' & 20 1 OUT I 2 "x2 "x 1 /8 "x0' -2" (6063 -T6 ALLOY) ALUM. ANGLE W /(2) 1/4 - 0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4)#10x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) a N * SEE NOTE 6 FOR HV LOCK 30 , "T" LOCK, ON SHEET 5. " SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. •• ••• • • • • • •• • • • • • •• . • • • ••• • •• • p;@ �,!NI • ns easfl Olin '.' i rsz.. rtteri • • • • A «i` I 2 • • • • ••• • • • • ••• • • • • • • • • • ••• • • — — _ • 006 • • • ••• • • • • • • • • • .� r• IN Q OR OR J 0 ®ORI O )OR '� O + J OR 1 Q + 1 OR ('I / /� + ©OR ��+ Q OR ® +O + 0 OR© +O + 8 OR + ®\ OR l l J!+ ®OR ® +"Q OR ®+ ❑ ?iIOR \ 1 J 9 + @OR @+ 1 /2" \J 30 HV "T" LOCK (OUTSIDE) z r.. a, •', ie. T illinaSED V.etii the FIOCi& _ 3 : � •-04 4 0/ .tct control MIAMI -DADE COUNTY EXISTING GLASS ALTERNATE INSTALLATION W /HV "T" LOCK 3o, HV MALE /FEMALE "T" LOCKS CENTERMATES 8 , 9 & - LOCKERS W/ Q HV BLADE * APR O 'A 200/ P.E. • SEAL /SIGNATURE /DATE * BLADE 0 SLACK DETAIL HVF, INDICATED ON SHEET 8, AS WELL AS UNIVERSAL FLOATING BLADE ® DETAIL HDD -HVD , INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. OUT #10x3/4" S.M.S. ® 12" O.C. FULL LENGHT. * I N �c HV T 30 HV "T" LOCK (INSIDE) Q LOCK (INS DE) 1/4" 0 -20 "x 1 1/2" S.S.M.S. W/ 7/8 "95 x 3/32" WINGNUT. 26 1/4" 0 -20 x 1" S.S.M.S. W/1/4"0 x 5/8" RIVNUT HVG* / mi \ TILLIT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco®aol.com EB- 0006719 WALTER A. T1WT Jr. P. E. FLORIDA Lie.. # 44167 SEE END CONNECTION DETAILS ON SHEETS 11 &_ 20 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 3 4 5 6 NYLON SCREW HEAD © 2003 EASTERN METAL SUPPLY, INC. DESCRIPTION DATE MIN. SEP ATION TO G S (SEE SCH DULE ON SHE 12) HV "T" LOCK (OUTSIDE) F.B.C.(High Velocity Hurricane Zone BERTHA HVG" Accordion Shutter System Drawn by F.P. DATE: 03/31/07 DRAWING No 07-062 • SHEET 9 OF 26 DESCRIPTION DATE: 03/31/07 DRAWING No 07 -062 SHEET 10 OF 26 •. •.•� �•� • � • • • •• • * ar t� -- -- •• • • • • • • 09 0 d MIAMI -DADE COUNTY APR 0 .3 GULL/ P.E: SEAL /SIGNATURE /DATE IL E C O INC. ILUT TESTING & ENGINEERING COMPANY. 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 - 1531 e —mail: tilteco®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 ALUMINUM WORLD, INC (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System Drawn b : F.P. • SEE END WALL CONNECTION DETAILS ON SHEETS 11 20 OUTI 2 "x2 "x1 /8 "x0' -2" (6063 —T6 ALLOY) ALUM, ANGLE W/ (2) 1/4 "e TAPCON ANCHORS TO CONCRETE (TOP/BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) N ••. • • • ••• • rm��► _It ♦�__1111111111- 4 „I I piworsi4 Lio " 'Et Jul . 0 0R @ �'!a 90 HDA -HVA Q OR GDR /®�+ O OR ®DR 1 O + '� 3 OR 1O 15 + DR(7 /I +OOR © +OOR O •F ©DR® +O+ 1U OR 10 ®DRQ+ ® ® ) DR ._ 1 ®4” ® OR 0+ + O OR 1 9 + fl 'il #10 x 3/4" S.M.S. c 12" 0.C. Ti EXISTING GLASS * SEE• NOTES ON LOCKING RODS (5 HD 0 LOCKS ON SHEET 5 * * UNIVERSAL FLOATING BLADE 0 DETAIL HDD —HVD IS VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 10 INSTALLATION CO HV BLADE W/ HD CENTERMATES , 1) / EXISTING GLASS — — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 (4) H.V. PINS (TYP.) W i � 1 ii1111•111 IIMMETTAAVTATM • ,® • O 32 4 (OPTIONAL) H D B- H V B SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) HDD -HVD ** 1N 6 1/2" OUT (4) H.V. PINS (TYP.) SEE END WALL CONNECTION (OPTIONAL) HDC -HVC SYMMETRICAL HD CENTERMATES W/ 03* LOCK INTERIOR) ©OR�OR ® +O OR ®OR 1 O + @OR ©4. + 1 5 O O+ @M© +° DR ® +O 0OR0 +O 1 8 OR Q+ ®ORQ+ ®OR ®+ Q OR C> OR 19 +O0R19 + Z7 / (LOCATE AT EITHER SIDE OF 5®) 1/2" MIN. #10x1/2" S.M.S. ® 16" O.C. ••• • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL 50 • • • • • • • • • • • • • ••• • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 0°R0 oRp +0°REy °4 f@° C ©.0-@.(>6.0- >6.000. 0.0 +0- 0.0+ 3°R 0•0- 0•© - (3•0 END CONNECTION DETAIL EXISTING GLASS 1 MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/16 "x3" MAX. (6063 —T6) CONT. ALUM. CLOSER PLATE. (LOCATE 1/2" AT EITHER SIDE MIN OF 0) #lOxl /2" S.M.S. / © 16" O.C. . SEE DETAIL X FOR SIDE CONNECTION TO TRACKS / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 10.0°R0 * ® -0`0- • END CONNECTION DETAIL 20 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/2" MIN. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) °R ®OR ® +OOR ®°R 10 +0OR 0•0 .0-0.0.0- 0 •10- 0• ® - ®•®p ® + ®. ®•Q.19:0 END CONNECTION DETAIL SEE DETAIL X FOI SIDE CONNECTION TO TRACKS EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) .1____ 10 +(>©.©°R ©.© (>0+ 0 OR ®• ®> O • i ..3 • 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) �®QR®• O.oR ®°R1.� +03 °R 10 + OOR © +©°R©•0OR ©•O + ©ca®+0.0°" ® +10°.09 +0 Rci .0 END CONNECTION DETAIL ® ®OR O OR Q ORf 0R3OR© PLAN DETAIL X O USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1/8 "x0' -2" ALUMINUM CLIP ANGLE (6063 —T8 ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ® ) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS VIEW Y POURED CONCRETE OR CONCRETE BLOCK WALL -REQUIRED EXISTING GLASS ® OR ®OR 0 OR © 0R OR (3 OR© MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1 .0 ®•0� ®+ ®19.0 END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I END INSTALLATION HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. F- B .C.( N igh Velocity Hurricane Zone) • • • •• • • • • •• ••• • • • • • •• • • • • • • • �:eE<'.�r;•_ a `g �:- $ .� OS 0 • o7 • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • i ii "" a:ct Control MIAMI —DADE COUNTY Apr; 4 nor P.E: SEAL /SIGNATURE /DATE / fltiENC.\ TLLLIT TESTING & ENGINEERING COMPANY. 6355 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —moil: tilteco®ool.com EB- 0006719 WALTER A. TILIJT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HIV Accordion Shutter System REV. No 2 3 4 5 6 DESCRIPTION DATE wns by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 11 OF 26 MAXIMUM SHUTTER SPAN * 'L +" OR "L -" (ft.) FOR INSTALLATIONS W/ CENTERMATES, ® & ® or jl or W/ ONE HV LOCK or ® or HD LOCK W/ NO LOCK! ROD OR CENTERMATES & a W/ ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP & BOTTOM +(SEE NOTE* t) MAXIMUM DESIGN LOAD (p.s.f.) (+ OR —) CONCRETE & WOOD INSTALLATIONS A ' WALL MOUNTING FLOOR /CEILING MOUNTING 1 + (ft) 1 - (ft) L + (ft) 1 - (ft) 30 13' -2" 16' -0" 13' -2" 16' -0" 35 12' -8" 14' -10" 12' -8" 14' -10" 40 12' -3" 13' -10" 12' -3" 13' -10" 45 11' -11" 13' -1" 11' -11" 13' -1" 50 11' -7" 12' -5" 11' -7" 12' -5" 55 11' -4" 11' -10" 11' -4" 11' -10" 60 11' -1" 11' -4" 11' -0" 11' -4" 65 10' -10" 10' -10" 10' -7" 10' -10" 70 . 10' -6" 10' -6" 10' -2" 10' -6" 75 10' -1" 10' -1" 9' -10" 10' -1" 80 9' -10" 9' -9" 9' -7" 9' -1O." 85 9' -6" 9' -6" 9' -3" 9' -6" 90 9' -3" 9' -3" 9' -0" 9' -3" 95 9' -0" 8' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' -9" 105 • 8' -7" 7' -11" 8' -4" 8' -4" 110 8' -4" 7' -7" 8' -2" 1 7' -11" 115 8' -2" 7' -3" 8' -O" 7' -7•• 120 8' - 6' -11" 7' -10" 7' -4" 125 7' -10" 6' -8" 7' -8" 7' -0" 130 - 7' -8" 6' -5" 7' -6" `6' -9" 135 7' -7" 7' 6' -2" 7' -4" 6' -6" 140 -5" 5-11" 7' -3" 6' -3" I 145 7' -3" 5' -9" 7' -1" 6' -0" 150 7' -2" 5' -7" 7' -0" 5' -1O" 155 7' -0" 5' -5" 6' -10" 5' -8" 160 6' -11" 5' -2" 6' -9" 5' -6" 165 6' -10" 5' -1" 6' -8" 5' -4" 170 6' -9" 4' -11" 6' -7" 5' -2" 175 6' -7" 4' -9" • 6' -5" 5' -0" 180 6' -6" 4' -8" 6' -4" 4' -10" 185 6' -5" 4' -6" 6' -3" 4' -9" 190 6' -4" 4' -5" 6' -2" 4' -7" 195 6' -3" 4' -3" 6' -1" 4' -6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 6' -0" 4' -1" , 6' -0" 4' -3" • MAXIMUM SHUTTER SPAN* "L +" OR "L -" (ft.) FOR INSTALLATIONS W/ • " • ._ CENTERMATES, gt1 & g ONE HV LOCK ► ' OR o OR 26 W/ NO OCKING RODS +(SEE NOTE t) . MAXIMUM DESIGN' LOAD ( + OR , ) CONCRETE & WOOD I NSTALLATIONS WALL MOUNTINGS FLOOR/CEILING MOUNTINGS L + (ft) L - (ft) 30 12' -3" 14' -9" 35 11' -9" 13' -8" 40 11' -4" 12' -9" 45 11' -1" 12' -0" 50 10' -9" 11' -5" 55 10' -6" 10' -11" 60 10' -3" 10' -5" 65 10' -0" 10' -0" 70 9' -8" 9' -8" 75 9' -4" 9' -4" 80 9' -0" 9' -0" 85 8' -9" 8' -9" 90 8' -6" 8' -6" 95 8' -3" 8' -3" 100 8' -1" 8' -1" 105 7' -11" 7' -11" 1,n 7' -8" 7. - 7' 115 7' -6" 7' -3" 120 7' -4" 6' -11" 125 7' -3" 6' -8" 130 7' -1" 6' -5" 135 6' -11" 6' -2" 140 6' -10" 5' -11" 145 6' -8" 5' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 6' -5" 5' -2" 165 6' -3" 5' -1" 170 6' -2" 4' -11" 175 6' -1" 4' -9" 180 6' -0" 4' -8" . 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5' -9" 4' -3" 200 5' -9" 4' -2" 205 5' -8" 4'-1" INSTALLATION LEGEND SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS CONCRETE & W000 INSTALLATIONS A SHUTTER SPAN CONCRETE do MANSORY WOOD WALL MOUNTING , E, A, B, C , DL L. F, K 0, R. M, N, 0 , P V V. S FLOOR /CEILING MOUNTING G H, I & J. ' T, U, W & X. 0 SEPARATION TO GLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING - MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS CONCRETE & W000 INSTALLATIONS A SHUTTER SPAN INSTALLATION W/ SYMMETRICAL INSTALLATION W/ OPPOSING CENTERMATES CENTERMATES 105" OR LESS 3 5/16 "A 4" >105" TO MAX. ALLOWED 3- 7/8 "A 4" A USE 2 1/2" FOR HD LOCK +9 OR �i�+® USE INDICATED VALUES FOR HV CENTERMATES. . MINIMUM SEPARATION TO GLASS SCHEDULE; O i•iER J ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLAl'13,, • .',/ SYMMETRICAL .. I Y%L !!. ... . '.',,1 OPPOSIN., CENTERMATES CENTERMATES 105" • OR LESS 2 3/4" ** 3 3/16" >105" TO MAX. ALLOWED 3 1/4" * ** 3 1/4" ' XIMUM SHUTTER SPAN* "L +" •R "L -" (ft.) INSTALLATIONS W/ IIW al: : ■ :kaA ® & . W / TWO HV0 OR ►" OR iJ, LOCKS OR TWO OCKING RODS ® TOP / BOTTO / ONE HV LOCK ® OR •R 0+ (SEE NOTE t) MAXIMUM DESIGN LOAD (p.s.f.) (+ OR —) CONCRETE & W000 INSTALLATIONS A •FLOOR /CEU MOUNTING L + (ft) L - (ft) 30 13' -1" 16' -0" 35 12' -7" 15' -7" 40 12' -2" 15' -2" 45 11' -9° 14' -3" 50 11' -6" 13' -7" 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7" 11' -5" 75 10' -4" 11' -1" 80 10' -0" 10' -9" 85 9' -9" 10' -5" 90 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9" 9' -4" 110 8' -7" 9' -"" a 11 0 • . (3' - 11" 120 8' -2" 8' -9" 125 8' -0" 8' -5" 130 7' -10 "° 8' -1" 135 7' -9" 7' -9" 140 7' -7" 7' -6" 145 7' -5" 7' -3 150 ' 7' -4" 7' -0" 155 7' -2" 6' -9" 160 7' -1" 6' -7" 165 7' -0" 6' -4" 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7" 5' -8" 190 6' -6" 5' -6" 195 6' -5" 5' -5" 200 6' -4" 5' -3" 205 6' -3" 5' -1" SCHEDULE #1 ••• • • • • •• •• • • • SCHEDULE #2 . SCHEDULE #3 * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM• SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: 1_1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INS' ..ATiONS. L2 -= MAX. SPAN FOR FLOOR /CEILING INSTALLATIONS. FINAL MAXIMU'. /.LLOWABI F EQUAL TO THE MINIMUM P "Li +', "L 2+ , "Li -" AND "L2 -" ‘4.) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD T0. . DETERMINE MAXIMUM ANCHOR SPACING. • • • • • • • • • •• • • • • •• • • • • •• • . • as ;sr�rr ax: tea., •• >:14 = °,i {8_x3 • • •i � • • % y •• ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • •-• we • • • • •• • • • • MIAMI -DADE COUNTY an ( l P.E. SEAL /SIGNATURE /DATE IL ECO�NC `.LIT TESTING & ENGINEERING COMPANY. 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: tilteco®ool.com EB- 0006719 WALTER A. TILUT Jr, P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305)' 825 -1355 FAX (305) 825 -1356 42003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System REV. No 1 DATE 2 3 4 5 6 DESCRIPTION Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 12 OF 26 A MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. • 'f H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5 OF 26. HV BLADE ** USE 2 15/16" FOR HV "T" LOCK ©0 W/ 35 * ** USE 4 1/8" FOR HV 'T" LOCK 30 W/ 35 USE INDICATED VALUES FOR HV CENTE MATES. F.B.C.(High Velocity Hurricane Zone) ANCHORS SPACING LFGFND PA IN i SC ED UL - 110 E 'ONDING AXI * SEE ANCHOR SPECIFICATIONS ON SHEET 14 . A MU D SI Pe_ UR _ • s.f. :N I_ OR' . UM A AO:* . TAPCON S II . . • IV N : • S•A ► u_ •'D • ,. -u PIN, 1 . .. • ... ALL POINTS SOLID -SET E O R CONCRE OR CON CRETE - BLOCK INSTALLATIONS WEDGE -BOLT MOUNTINGS C, D AND F ON SHEET 6) . (SEE A, B, • MAXIMUM SPAN (ft) POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK 0 WALL HEADER MOUNTING W / © 0 WALL HEADER MOUNTING W /® '- WALL. HEADER MOUNTING WALL SILL MOUNTING W/ ® D WALL SILL MOUNTING W/ 0 Q & Q WALL HEADER /SILL MOUNTING NEGATVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 .90 120 f60 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 0 OR 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 10 - 9 8 8 6 3 8 8 8 8 8 8 7.5 6 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 -8 6 6 8 8 8 8 8 8 8 8 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 4.5 14 12 10 9 8 8 6 6 8 8 8 8 8 8 8 8 4' -0" 14 12 10 9 8 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 3 - 14 12 10 9 8 7.5 5.5 - 8 8 8 8 8 7.5 5.5 4.5 14 12 TO 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 5.5 - 14 12 10 9 8 8 6 5 8 8 . 8 . 8 8 8 8 8 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 4 -- 14 12 10 9 8 8 6. 3:5 8 8 8 8 8 8 8 8 5' -0" 14 12 10 9 8 8 4 3 14 12 10 - 9 8 8 6 3 14 12 10 9 8 8 6 6 14 12 10 9 8 3 - - 14 '12 10 9 8 6 - - 8 8 8 8 8 6 4.5 3 14 12 10 9 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 9 8 8 6 - 8 8 8 8 8 8 8 8 14 12 10 9 8 8 6 4.5 14 12 1.0 9 8 8 6 6 14 12 10 9 8 8 6 6 .14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 8• 8 8 8 8 8 7 6 6' -0" 14 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 - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 -& 6 14 12 10 9 8 4 - - 14 12 10 9 8 8 3 - 8 8 8 8 8 8 8 6 14 12 10 9 8 8 5 3.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 3 - - 14 12 10 9 8 7 - - 8 8 8 8 8 8 5 4.5 7' -0" ' 14 12 10 9 7 3.5 - - 14 12 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 14 12 10 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 8' -0" 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 - - 14 12 10 9 5.5 - - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 8 6 - 14 12 10 7 4 - - - 14 12 10 9 8 3 - - 8 8 8 8 8 7.5 5.5 3.5 14 12 12 10 10 5.5 3.5 - - - 14 12 • 10 9 6.5 - - - 14 12 • 10 9 8 6.5 - - 13.5 10 • 4 - - - - - 13.5 10 • 6.5 5 - - - - • 8 8 8 • 8 8 8 8 5.5 4 - 6.5 5.5 4.5 3 - 9'-0 12 10 6.5 4 - - - 14 12 10 9 7.5 3 - - 14 12 10 9 8 7.5 - - 14 12 10 . 5 - - - - 14 12 10 9 5.5 - - - 8 8 8 • 8 8 6.5 4.5 3 12 10 9 7 4 - - 14 12 10 9 8 5.5 - - - 1 4 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 9 4 - - - 8 8 8 8 8 4.5 3 - 10' -0" 12 8 4.5 3 - - - 14 12 10 9 4.5 - - - 14 12 10 9 8 - - - 12 9 3 - - - - - 12 9 6 3 - - - - 8 8 6 4.5 4 - - - 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 12 10 9 8 - - - 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 10 5.5 - - - - 8 8 8 8 7.5 4 - - 11' - 0" 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 - - - 14 12 7 4 - - - - 14 12 10 7 - - - - 14 12 10 9 - - - - 14 12 5 .3.5 - - - - 14 12 10 5 - - - - 8 8 8 8 8 4.5 3.5 - 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 - - 12' -0" 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 10 7.5 - - - - - - 10 7.5 3.5 - - - - - 8 7.5 5 4 3 - - - 14 12 5.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 4 - - - - - 14 12 10 - - - - - 8 8 8 8 7.5 5.5 • � 3 - _ - 14 12 9 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 3 14 12 7 • - - - - - 8 8 8 7.5 13'-0" 14 12 4 - - - -.. - 14 12 7.5 - - - - - 14 12 10 - - - - - 9 5 - - - - - - 9.5 7 - - - - - - 8 7 4.5 3.5 - - - - 14 12 4.5 - - - - - 14 12 9 - - - - - 14 12 10 - - - - - 14 12 4 - - - - - 14 12 6.5 - - - - - 8 8 8 8 6.5 3.5 - - 14 12 7.5 - - - - - 14 12 10 - -- - - - 14 12 10 - - - - - 14 9 - - - -- - - 14 12 4.5 - - - - - 8 8 8 7 4.5 - - - 14'-0" 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 - - - - 14 12 4 - - - - - 14 12 6.5 .- - - - - 14 12 10 - - - - - 14 9 4 - - - - - 14 12 6 - - - - - 8 8 8 8 5.5 3 - - 14 12 6.5 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 6.5 - - - - - - 14 12.3.5 - - - - - 8 8 8 6 4 - - - 15' -0" 14 8.5 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 8 3 - - - - - - 8 6 - - - - - - 8 6 4 - - - - 14 9.5 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 14 7 - - - - - - 14 12 - - - - - - 8 8 8 7 5 3 - - 14 12 - - - - - - 14 12 - - - - - - 14 12 - - - - - - 14 5 - - - - - - 14 11.5 - - - - - - 8 8 7.5 5 3.5 - - - 16' -0" 14 •- - - - - - - 14 - - - - - - - 14 - - - - - - - 7.5 - - - - - - - 7.5 - - - - - - - 7.5 6 4 - - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 8 8 8 6.5 4.5 3 - - 14 - - - - - - - 14 - - - - - - - 14 - - -• - - - 14 - - - - - - - 14 - - - - - - - 8 8 7 4.5 3 - - - ( 1) HV BLADE F_R_C_iHinh Velnrit .:. • • :" • • •• ••• • • • • • •• • • • • • • • • • •' • Ply ®7'1.1C"6 § RFltyltri.' et cam,.•, i s;; . •.;•_ . - £a:'_= • • ••• : [.:As4t:•:•••P Q°'° j 31 j 7 ir • • •• • • •j• f• • tiR i�. .. « ear • . ••• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • •_•• • .• •• :•' ;Se; • v'e Itc. 1 :(7113 1 4 Q2- � 0/ 4110e °111111. Li :ti �::•i� MIAMI -DADE COUNTY �,.- ate..- �- c- y:.y,• -_,r+, - �..crti "".•� l �a - A ,i 21111 ;� r� ;' P.E. SEAL /SIGNATURE /DATE /ThTh3IN\ TILLIT TESTING & ENGINEERING COMPANY. 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e -mail: tilteco®ool.com EB- 0006719 WALTER A. TILIJT Jr. P. E. FLORIDA Lic. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 'REV. No 2 3 4 5 y Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drawn by F-P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 13 OF 26 MAXIMUM SPAN (ft) POURED CONCRETE /CONCRETE BLOCK POURED CONCRETE QE WALL SILL MOUNTING © CEILING MOUNTING FLOOR MOUNTING NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3' -0" OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 ' 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 72 10 '9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 4' -0" 14 12 10 9 8 7.5 5.5 3.5 14 12 10 9 8 . 8 6 6 14 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 _ 9 8 -8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6- 14 12 10 9 8 8 6 6 5'-0" 14 12 10 9 8 6 4 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 6' -0" 14 12 10 8 7 5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 7.5 5.5 4 3 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 14 12 10 9 8 8 5 3 14 12 10 9 8• 8 6 6 14 12 10 9 8 8 6 5.5 7' -0" 14 12 9 7 6 3.5 - - 14 12 10 9 8 6 4.5 3.5 14 12 10 8 6.5 5 3.5 - 14 12 10 9 8 8 5 3.5 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 14 12 10 9 8 6.5 3.5 - 14 12 10 9 8 8 6 6 14. 12 10 9 8 8 6 4.5 8' -0" 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 - 14 12 10 9 8 6.5 4 - 14 12 10 9 8 6 4.5 - 14 12 10 8 6.5 5 .3.5 - 14 12 10 9 8 5 3 - 14 12 10 9 8 8 6 - 14 12 10 9 8 7 5 - 9' -0" 13.5 10 7 5.5 4 - - - 14 12 10 8 6.5 5 - - 14 11.5 7.5 6 5 3.5 - - 14 12 10 9 8 5.5 - - 14 12 10 9 7.5 5.5 - - 14 12 8.5 7 5.5 4 - - 14 12 10 9 7 4 - - 14 12 10 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 - 10' - 0" 14 12 10 9 7.5 - - - 14 12 10 8 6.5 5 - - 14 12 8 6 5 4 - - 14 12 10 8 5.5 - - - 14 12 10 9 8 7 - - 14 12 10 9 7.5 5.5 - - 11' -0" 11 8.5 5.5 3.5 - - - - 14 12 8 6.5 5 4 - - 12.5 9.5 6 5 4 3 - - 14 12 10 9 - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - 14 12 10 6.5 - - - - 14 12 10 9 8 6.5 - - 14 12 10 8 7 5 - - 12' -0" 10 7.5 5 - - - - - 14 11 7.5 6 5 - - - 11.5 8.5 5.5 4.5 3.5 - - - 14 12 10 - - - - - 14 12 8 6.5 5.5 - - - 13 10 6.5 •5 4 - - - 14 12 9 5.5 - - - - 14 12 10 9 8 - - - 14 12 9.5 7.5 6 - - - 13' -0" 9.5 7 4 - - - - � 13.5 10 6.5 5.5 4.5 - - - 10.5 8 5 4 3.5 - - - 14 12 10 - - - - - 14 11.5 7.5 6 5 - - - 12 9 6 4.5 4 - - - 14 12 7.5 - - - - - 14 12 10 8.5 7 - - - 14 12 8.5 7 6 - - - 14' -0" 8.5 6.5 3.5 - - - - _ 12.5 9.5 6' 5 - - - - 10 7.5 5 4 - - - - 14 12 9 - - - - - 14 10.5 7 5.5 . - - - - 11 8.5 5.5 4.5 - - - - 14 12 6.5 - - - - - 14 12 10 8 - - - - 14 12 8 6.5 - - - 15' -0" 8 6 - - - - - - 12 9 6 - - .- - - 9 7 4.5 - - - - 14 12 13.5 10 • 6.5 10.5 8 5 14 11 14 12 9.5 14 11.5 7.5 16' -0" 7.5 11 8 5.5 8.5 6.5 4 14 12.5 9.5 6. 10 7.5 5 14 14 12 9 14 10.5 7 EDGE DISTANCE VERSUS SPACING FOR ANCHORS • MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOUD SET AND WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOUD SET ANCHORS IS 3 "). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM . SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. 0. FACTOR WEDGE -BOLT 1/4 "0 TAPCON SOLID SET MIN. SPACING - r MIN. SPACING . 3" MIN. SPACING • 3.5" 3" 0.83 0.83 0.78 2 1/2" 0.66 0.66 - 2" 0.50 030 - ..ANCHORS SPACING LEGFNQ- TAPCON ALL POINTS SOUD -SET WEDGE -BOLT •• ••• e • • • • •• • • • •• e • • • e e F.t:ii:' ? "•gib • • e ••• • • • • • • • • • • • • • • • • •. • ••. • • • • • • • • • • • • • • • .•. •• • • • • • •• " e. • • ••• • • MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR* SPACING (in.) - SCHEDULE FOR A GIVEN - MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS E, G, & H ON SHEETS 6 & 7). 2 MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE IL ECO SLUT TESTING & ENGINEERING COMPANY ¢355.N.W. 36th. St., Sts. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 Fox : (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. T1WT Jr. P. E. FLORIDA Uc. # 44167 *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TA.•EXISTING POURED CONCRETE: (Min. f'c = 3. ksi) - 1./4 "0 TAPCON ANCHORS. AS MANUFACTURED BY I.F.W. RAMSET/ RED HEAD. - 1/4 ° 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2" FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2° LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR. FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & k2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (5) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "O TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS, IS 1 1/4 ". 8.2) MINIMUM EMBEDMENT OF 1/4 "e x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. O HV BLADE ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 'REY. No 2 3 4 5 F. B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 DRAWIN.G No 07 --062 SHEET 14 OF 26 ANCHORS SPACING LEGFNQ MAXIMUM DESIGN PRESSURE- RATING AND CORRESPONDING MAXIMUM (p.s.f.) ANCHOR* "ICON SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD ALL POINTS - SOLID -SET AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE & CONCRETE BLOCK - INSTALLATIONS WEDGE -BOLT (SEE MOUNTINGS I, J, K & L ON. SHEET 7). MAXIMUM SPAN (ft) POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK- WALK OVER MOUNTING UJ RAINGUARD MOUNTING 0 WALL /FLOOR MOUNTING ©WALL /WALK OVER MOUNTING NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD fps() • NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 .90 120 V60 205 30 40 60 75 90 120 160 205 3' -0" OR LESS 14 12 10 9 8 8 6 6 12 12 12 12 12 11 8 6 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 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 4' -0" 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 5 4.5 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 10 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5' -0" 14 12 10 9 8 8 6 6 12 12 12 10.5 8.5 6.5 5 3.5 7 7 7 7 7 6 5.5 4.5 5 5 5 5 5 5 5 3.5 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 T 5 5 5 5 5 5 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 5 5 6' -O" 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 14 12 10 9 8 8 6 6 12 12 12 10 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 9 6.5 5 7 7 7 .7 7 7 7 5.5 5 5 5 5 5 5 5 5 7' -0" 14 12 10 9 8 8 6 6 12 12 9.5 7.5 6.5 4.5 3 - 7 7 7 7 5.5 4 3 - 5 5 5 5 5 4. 3 - 14 12 10 9 8 8 6 6 12 12 12. 8.5 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 8' -0" 14 12 10 9 8 8 6 - 12 12 8 6.5 5.5 4 3 - 7 7 7 6 5 3.5 - - 5 5 5 5 5 3,5 3 - 14 12 10 9 8 8 6 - 12 12 10.5 7.5 6 4.5 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 - 12 12 12 9.5 8 6 5 4 7 7 7 7 7 7 5 3 5 5 5 5 5 5 5 4 9'-0" 14 12 10 9 8 8 - - 12 11 7 6 5 3.5 - - 7 7 6.5 5 4.5 3 - - 5 5 5 5 4.5 3 - - 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 5 5 5 5 14 12 10 9 8 8 -- 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 6 4- 5 5 5 5 5 5 4 3.5 10' -0" 14 12 10 9 8 8 - - 12 10 6.5 5 4 3 - - 7 6 4.5 4 ? 7 - - 5 5 5 4.5 4 3 - 14 12 10 9 8 8 - - 12 11 8.5 6 5 3.5 - - 7 7 7 7 7 4.5 5 5 5 5 5 5 , 5 ..,5 14 12 10 9 8 8 - - 12 12 11 8.5 7 `.5 4 3 7 7 7 7 7 5.5 3 - _ c 11 ' -0" 14 12 10 9 8 8 - - +? Q 6 f ., 4 .3 - - 7 7 5.5 4.5 3.5 - - - 5 5 5 4.5 3.5 - - - 14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 12 12 10 8 6.5 5 3.5 3 7 7 7 7 6.5 5 - - 5 5 5 5 5 5 3.5 3 12'-0" 14 12 10 9 8 - - - 11 8 5.5 4 3.5 - - - 7 7 5 4 3 - - -. 5 5 '5 4 3 - - - 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 12 12 9 7 6 4.5 3.5 - 7 7 7 7 6 4 - - 5 5 5 5 5 4.5 3.5 - 13' -0" 14 12 1. 9 8 - - - 10 7.5 5 4 3 - - - 7 7 4.5. 3.5 3 - - - 5 5 4:5 3.5 3 - - - 14 12 10 9 8 - - - 11.5 8.5 6 4.5 3.5 3 - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 12 12 8.5 6.5 5.5 4 3 - 7 7 7 7 5.5 3.5 - - 5 5 5 5 5 4 3 - 14' -0" 14 12 10 9 - - - - 9.5 7 4.5 3.5 3 - - - 7 6.5 4 3.5 - - - - 5 5 4 3.5 - - - - 14 12 10 9 - - - - 10.5 8 5.5 4 3.5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 . - - - - 12 11.5 7.5 6 5 4 3 - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 3 - 15' -0" 14 12 10 8.5 6.5 4 3.5 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 14 12 10 10 7.5 5 4 3 - - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 12 11 7 5.5 4.5 3.5 - - 7 7 7 6 5 - - - 5 5 5 5 5 3.5 - - 16'-0" 14 12 10 8 6 4 3 - - - - 7 5.5 3.5 3 - - - - 5 5 3.5 3 - - - 14 12 10 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3.. :5 - 14 12 10 12 10 6.5 5.5 4.5 3.5 - - 7 7 7 5.5 4 -- - - 5 5 5 5 4.5 3.5 - - • • 11. • •• •• • • • • • • • • • • . :• • .• 2: 4Irc1; MEAD ,r3 %elfy 1.4:5 Plailla C.3:2* . ^ • ^:::: r I" 3 03/0. . • • • 111,1414 • • • • • • • •• • • ' • •,y • , � • • • • • • • • • • •• • • • • • • • • •• • • • • •• •• • • • •• •• ••• • • • ••• • • • • • MIAMI -DADE COUNTY id I t 0 ?I►Ili P.E. SEAL /SIGNATURE /DATE /1 " Fara milmmi. INC.\ ---.TILLIT TESTING & ENGINEERING COMPANY 6351 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -moll: tiltecoPool:com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356• HV BLADE EV. No 2 3 4 F. B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drown- by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET • 15 OF 26 • • • • • • • • • • + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0=0.43 (N.O.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 SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. •• • •• • • • • • •• • sue ••• • : r bc'r'',i •. ..• 3L��Fx:.. • • d310 07 ..1 :. -. 1 42013 • • • • • •er• •' • •• • • • • • •• • • • • • • • • • • __ • � •1. • ...... • .... ••• • • • ••• • • • • • • • • • • • • • • MIAMI -DADE COUNTY TESTING & ENGINEERING COMPANY 6355 NM. 36th. St., Ste, 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 : �; . �• a -moil: tiltecoOool.com L••. E8- 0006719 ALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 P.E: SEAL /SIGNATURE /DATE /1 itZ Nc. \ (1) HV BLADE ALUMINUM WORLD, INC. (ASSA #' 167) 4401 EAST 10 AVE. HIALEAH, .FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 4 5 6 F. B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 16 OF 26 MAXIMUM DESIGN PRESSURE RATING •.s.f. " ANIY COR RESPONDING MAXIMUM ANCHOR SPACING in. SCHEDULE FOR A GIVEN MAX.. SHUTTER SPAN, NEGATIVE DESIGN • LOAD AND A CORRESPONDING MOUNTING TYPE. - • (SEE MOUNTINGS ON SHEETS 18 & 19). MAXIMUM SPAN (ft) -L J B ,yam 1 --, 1 F---' SOUTHERN PINE No. 2 W/ MIN. G =0.55, DOUGLAS FIR W/. MIN. G =0.50 SPRUCE PINE FIR NORTH • W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD • WALL MOUNTINGS M, N, 0 & R - CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R. - 'CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W& X WALL MOUNTINGS P& Q NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) • NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD -(psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 .30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LESS 12 10 10 9 8 8 6 6 6 6 .6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6. 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 -5' -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 1.2 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -O" 12. 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0" 12 10 10 9 6.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - . 8' -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 4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 6 5.54.5 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 1 0 7.5 4 - - 6 6 5 4 3 - 1 2 10 6 3 - - - 6 6 4 3.5 3 - 1 2 10 3 - - - 6 6 ' 4 3.5 3 - • 6 5 - - - - 11' -0" 1 2 1 0 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 1 2 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 1 2 10 4.5 - - - 6 6 4 - - _ 1 2 10 3.5 - - - 6 5 3.5 - - -. 1 2 10 - - - - 6 5 3.5 - - - 6 5 - . - - - 13' -0" 1 2 10 - - - - 6 6 - - - - 1 2 10 - - - - 6 4.5 - - - - 1 2 7.5 - - - --- 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - • - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 • - -- - 15' -0" 12 - - - - - 6 - -. - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 11.5 - - - - - 5 - - - - - 6 - r • • • • • • • • • • + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ 0=0.43 (N.O.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 SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. •• • •• • • • • • •• • sue ••• • : r bc'r'',i •. ..• 3L��Fx:.. • • d310 07 ..1 :. -. 1 42013 • • • • • •er• •' • •• • • • • • •• • • • • • • • • • • __ • � •1. • ...... • .... ••• • • • ••• • • • • • • • • • • • • • • MIAMI -DADE COUNTY TESTING & ENGINEERING COMPANY 6355 NM. 36th. St., Ste, 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 : �; . �• a -moil: tiltecoOool.com L••. E8- 0006719 ALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 P.E: SEAL /SIGNATURE /DATE /1 itZ Nc. \ (1) HV BLADE ALUMINUM WORLD, INC. (ASSA #' 167) 4401 EAST 10 AVE. HIALEAH, .FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 4 5 6 F. B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 16 OF 26 MAx•tauM SPAN (ft) c =` U I∎ V I 1 1 E--- SOUTHERN PINE No. 2 W/ MIN. G=0 DOUGLAS FIR W/ M G =0.50 SPRUCE PINE FIR NORTH W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 _ B.O. WALL MOUNTINGS S& V - B.O. WALL MOUNTINGS S & V B.O. WALL MOUNTINGS S& V NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 ' -0" OR LESS 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4' -0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5' -0" 12 12 12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 10.5 6' -0" 12 12 •12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7' -0" 12 12 12 12 12 12 12 12 12 12 12 10.5 12 12 12 10.5 8.5 7.5 8' -O" 12 12 12 12 12 12 12 12 12 12 11 9.5'' 12 12 11.5 9 7.5 6.5 9' -o" 12 12 12 12 12 10.5 12 12 12 11.5 9.5 8.5 12 12 10 8 6.5 5.5 10' -0" 12 12 12 12 11.5 9.5 12 12 12 10.5 8.5 7.5 12 12 9 7 6 5 11' -0" 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12' -0" 12 12 12 11.5 9.5 8 12 12 11 8.5 7 6 12 11.5 7.5 6 5 4 13' -0" 12 12 12 10.5 8.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 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 - 16' -0" 112 12 10.58.5 6.5 4 112 12 8 6.5 5 3 111.5 8.5 5.5 4.5 3.5 - • • • • • • •.:atat3 :q.: ' +3 at etvor '.ilre ureli ?% T ? :.::: }h , ..' 7 • t:w : :•. ,: I::r :- 4.112013. • • • • tihtia ;2 •• •• ••• • • • • • •• • • • • • • • •• •• • MAXIMUM' DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING- MAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEET 19). • • • • • • • • • ••• ••• • • • • • • • • a •• • • • ••'•• ••• • • • • f. ...• :� 07 -!1 4- 1 l_ v HV BLADE .0:: S5 Ct Cow in/ / MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1 -. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 "1 TAPCON ANCHORS, AS MANUFACTURED. BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW: 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - 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.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.O.S.) - MIN. 1/2" CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. / Thia�1 \ Nc . TILLIT TESTING & ENGINEERING COMPANY. 355 N.W. 36th: St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone • (305)871 -1530. Fax • (305)871 -1531 e -mail: tiltecolool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. $ 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH. FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 3 4 5 6 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA Hit' Accordion Shutter System DESCRIPTION DATE Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 17 OF 26 EXISTING GLASS EXISTING GLASS—i 2 "x4" CONT. WOOD PLATE REQ'D. LJ EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) MIN. SEPARATION TO. GLASS (SEE SCHEDULE ON SHEET 12) • • • • • • • • • • • • • • • • • • • • • • • WALL FINISH WALL FINISH 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) HV WALL SILL INSTALLATION 41 ...1 H / - 1 I`iL - / ib- I 1.;/ .41 IL. it /"1 i'' IL_v► �J HV WALL HEADER INSTALLATION x 0 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2" MIN. CDX PLYWOOD REQ'D. EXISTING MIN. 2 "x4" STUDS ® 16" O.C. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. MAX. SHUTTER SPAN L+ 2 "x4" CONT. WOOD PLATE REQ'D. MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 12) GLASS - EXISTING MIN. 2 "x4" STUDS ® 16" O.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. >—WALL J FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED EXISTING GLASS r l L . . \ II ,..1 -"ul'U I I .JJ II II NI '\7 J VII \ l " J II 'I V OR L— •FOR INSTALLA-TIONS INTO WOOD SHALL BE LIMITED TO 105.0 psf. DESIGN LOAD 1/4"0 TAPCON W/ 1 1/2" — Min. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. (SEE SCHEDULE ON SHEET OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. CD PLYWOOD REQ'D. WALL FINISII 16) 1/4 "0- 20x3/4" S.S. MACHINE 1R 18 1/A "..- 20x3/4" S.S. • CHINE SCREWS W/ 1/4 " -20 NUTS"0 12" O.C. OR ^-EQ ® HV WALL SILL INSTALLATION ®HV WALL HEADER INSTALLATION 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. 13o 1" Min. EXISTING GLASS ---II EXISTING Q GLASS----0 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) R i 8 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS © 12" O.C. NOTE: 1 —SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS. CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 12OR1® x 0 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 16) 2"x4 CONT. SILL PLATE REQ'D. HV WALL SILL INSTALLATION . Iv •• • • • • • • •• • • • • • • ,Z • • • •�;�€.. 3 • •• `=, • • • 7 o • ••• 4 wj e • • • • ►ed • • • • 1 S'4 * }.:!!a '•t: • • p.*i0 v.7 • • • •• • • 1 • • • • • • • • • • • • • • • • • • • • • • • • . •• -•• • 4 4es 44'" •: e8 MIAMI —DADE COUNTY P.E: SEAL /SIGNATURE /DATE /i TILLIT TESTING & ENGINEERING COMPANY - N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -moil: tiltecoOool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 1 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE, HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System WV. No 2 3 4 5 6 DESCRIPTION DATE r Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 18 OF 26 1" Min. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA ® MIDWIDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 16) WALL FINISH R ®I -IV WALL SILL INSTALLATION F.B.C.(High Velocity Hurricane Zone) EXISTING - -$ GLASS 1I EXISTING GLASS —J II 11 2"x4 CONT. SILL PLATE REQ'D. \\\ • • • • • • • 4100 • • • ••• • • WALL —. FINISH WALL FINISH •• ••• • • • • • • • • 1� • p • �l,.C• • • • pp,, • • • P. • . � . • • es wank' f:irg it 7 a: � :ri S a 000 • • • • ••• • • • • • • • • • • • • ••• • •• • •• ••• 1 .: e - : • •• oB _ - o L '07 ° • =' : A . °S.Jo to /3 • • • • _ l • • • • • • • • • • • Icy • • • : as *-.:» • • .:i4 • • • i :Y.: a lt.S:' ?. i MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE IL /1 TILLIT TESTING & ENGINEERING COMPANY 6353 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 - 1531 e -moil: tiltecoOool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Llc. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 DATE 3 4 5 6 BERTHA HV TM Accordion Shutter System DESCRIPTION Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 19 OF 26 N • OPTIONAL EXISTING MIN 2 "x4" MIN. SEPARATION HEADER REQ'D TO GLASS (SEE SCHEDULE ON SHEET 12) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) 1" Min. —EQ EQ SO HV WALL HEADER INSTALLATION 1" Min. 1/4"O TAPCON W/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) 0 HV . WALL SILL INSTALLATION INSTALLATION DETAILS ON EXISTING WOOD- -BOGS. FOR t HV BLADE -MAX. SHUTTER SPAN L+ OR L— FOR IN-STALLATIO -NS I -NTO- WOOD SHALL B -E LIMITED TO 105.0 p f. DESIGN LOAD EQ EQ 1/4 "0- 20x3/4" S.S. PHILUPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. NOTES: 1 —SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4" Max. 1/4"0-20x3/4" S.S. PHILUPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF Max. THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 16) .257" O 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. EXISTING GLASS --- 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) TO HV CEILING INSTALLATION MIN. SEPARATION TO GLASS EXISTING ---I (SEE SCHEDULE ON SHEET 12) GLASS\ , ALTERNA ANCHOR ��' LOCATION © + `J ' 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) HV FLOOR INSTALLATION 15 #14x3/4" S.M.S. ® 6" O.C. OPEN HOLE AT 'EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUBE. EXISTING GLASS #10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" o.c 2" MIN MIN. SEPARATION! TO GLASS (SEE SCHEDULE ON SHEET 12) 0 HV CEILING INSTALLATION DGE OF DECK IF APPUCABLE EXISTING GLASS --- 2" MIN. r 13 or N LAIN. SEPARATION TO GLASS - -)(SEE SCHEDULE ON SHEET 12) i5 EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER ® 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max. THK. 1'x4 "x1/8" CONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16"s LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. O 1/4 "0 F.H. TAPCON W/1 1/2" Mn. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) 0 HV WALK —OVER INSTALLATION F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. 2" MIN. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WAL FINISH _XISTING GLASS - MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. 0-� - ® V -® 10 "@ ' ®•O•O- ®•O• ®- ® \J - \ END CONNECTION DETAIL 0 2 "x4" MIN. WOOD STUDS REQ'D. • •• •• • • • •• • ••• • • • • • ••• • • 1/4 "0 TAPCON /ANCHOR 06" O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION } TO 1/2" CDX • PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX #10x1/2" S.M.S. 016 O.C. 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. EXISTING GLASS I CON. T O GL • E / SEE SCH SHEET 12)1 2" MIN Igor? 2" 0-0«@- C3)-0-6« 0•0 •//, �@ ®T END CONNECTION DETAIL J PLYWOOD. WALL FINISH L) 1/16 "x3" (6063 -T6) CO ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE 4 OF #10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2" MIN NS LA 2"x4" MIN. W000/ WALL STUDS REQ'D. FINISH A1 — 1/4 "0 TAPCON ANCHORS #10x1/2" S.M.S. W/ 1 1/2" MIN. 016 O.C. PENETRATION 0 12" O.C. I V N 2 "x4" MIN. W000 STUDS REQ'D. ESEREMENNET WALL CONT. FINISH k 1/2" MIN. CDX PLYWOOD. • 1 • • • • • • •• ••• • • • • • •• • • • • • • • • • •• •:Pi =UCAP •• • •••„ p i • #'• - • -03 / 0• o7 • ••• • • • •• • ••• • • • • • ••"., -. �: W .s:1i:2 • • • • ••• • • • • • • • • • ••• • • • mac. ^.. • • • • • • • • • • ^a MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1ENC. — IILUT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 .'Fox : (305)871 -1531 e —mail: tiltecoaool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lk. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1 2 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE 3 4 5 6 Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 20 OF 26 @«0«0-0-(=>0.0« C_)-@. 0-0.0« ©•0•©- ©•0•®- 0 ®• ®- O.O -13•O END CONNECTION DETAIL EXISTING GLASS END CONNECTION DETAIL ()HFV EXISTING GLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. AL) 0-43-10-0-10-0.0« ©•@«@•(>0.0- ©•0 • © ©•0• ® ®•®-®•®-®•®- MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) N •1/2! MIN. CDX PLYWOOD. IL) G x . IV I III . VV J ILJIUJ. SEE DETAIL X FO SIDE CONNECTION TO TRACKS WALL J FINISH / / / / / / // 2 "x4" MIN. WOOD STUDS REVD. © - . ® - • ® m 10• ®a' ©•O - ®•0 •©-©.O.O- . END CONNECTION DETAIL 00 • EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR ®OR O OR CO 0R130R3OR© VIEW Y PLAN DETAIL X 1/2" MIN. CDX PLYWOOD. •uSE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/9'x0' -2" ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEICHT (1) 110x1/2" S.M.S. TO ®& (2)1/411 TAPCONS ANG.HORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF (D) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS cj OR OR OROOR OR 1/2" ©•O• ®- ®•0•o- END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' - I 2 "x4" MIN. WOOD - STUDS. (AS APPUCABIE) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) F.B.C.(High Velocity Hurricane Zone) EIMIIREILM_v � ` P;o., ' ! / \ NI \ \ I / IA Mal 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WAL FINISH _XISTING GLASS - MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. 0-� - ® V -® 10 "@ ' ®•O•O- ®•O• ®- ® \J - \ END CONNECTION DETAIL 0 2 "x4" MIN. WOOD STUDS REQ'D. • •• •• • • • •• • ••• • • • • • ••• • • 1/4 "0 TAPCON /ANCHOR 06" O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION } TO 1/2" CDX • PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX #10x1/2" S.M.S. 016 O.C. 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. EXISTING GLASS I CON. T O GL • E / SEE SCH SHEET 12)1 2" MIN Igor? 2" 0-0«@- C3)-0-6« 0•0 •//, �@ ®T END CONNECTION DETAIL J PLYWOOD. WALL FINISH L) 1/16 "x3" (6063 -T6) CO ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE 4 OF #10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2" MIN NS LA 2"x4" MIN. W000/ WALL STUDS REQ'D. FINISH A1 — 1/4 "0 TAPCON ANCHORS #10x1/2" S.M.S. W/ 1 1/2" MIN. 016 O.C. PENETRATION 0 12" O.C. I V N 2 "x4" MIN. W000 STUDS REQ'D. ESEREMENNET WALL CONT. FINISH k 1/2" MIN. CDX PLYWOOD. • 1 • • • • • • •• ••• • • • • • •• • • • • • • • • • •• •:Pi =UCAP •• • •••„ p i • #'• - • -03 / 0• o7 • ••• • • • •• • ••• • • • • • ••"., -. �: W .s:1i:2 • • • • ••• • • • • • • • • • ••• • • • mac. ^.. • • • • • • • • • • ^a MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1ENC. — IILUT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 .'Fox : (305)871 -1531 e —mail: tiltecoaool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lk. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1 2 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE 3 4 5 6 Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 20 OF 26 @«0«0-0-(=>0.0« C_)-@. 0-0.0« ©•0•©- ©•0•®- 0 ®• ®- O.O -13•O END CONNECTION DETAIL EXISTING GLASS END CONNECTION DETAIL ()HFV EXISTING GLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. AL) 0-43-10-0-10-0.0« ©•@«@•(>0.0- ©•0 • © ©•0• ® ®•®-®•®-®•®- MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) N •1/2! MIN. CDX PLYWOOD. IL) G x . IV I III . VV J ILJIUJ. SEE DETAIL X FO SIDE CONNECTION TO TRACKS WALL J FINISH / / / / / / // 2 "x4" MIN. WOOD STUDS REVD. © - . ® - • ® m 10• ®a' ©•O - ®•0 •©-©.O.O- . END CONNECTION DETAIL 00 • EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR ®OR O OR CO 0R130R3OR© VIEW Y PLAN DETAIL X 1/2" MIN. CDX PLYWOOD. •uSE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/9'x0' -2" ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEICHT (1) 110x1/2" S.M.S. TO ®& (2)1/411 TAPCONS ANG.HORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF (D) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS cj OR OR OROOR OR 1/2" ©•O• ®- ®•0•o- END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' - I 2 "x4" MIN. WOOD - STUDS. (AS APPUCABIE) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) F.B.C.(High Velocity Hurricane Zone) EIMIIREILM_v � ` \ / \ / i � / \ E . EQ \ \ I / Mal 2 "x4" MIN. WOOD STUDS. (AS APPLICABLE) WAL FINISH _XISTING GLASS - MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. 0-� - ® V -® 10 "@ ' ®•O•O- ®•O• ®- ® \J - \ END CONNECTION DETAIL 0 2 "x4" MIN. WOOD STUDS REQ'D. • •• •• • • • •• • ••• • • • • • ••• • • 1/4 "0 TAPCON /ANCHOR 06" O.C. W/ 1 1/2" MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION } TO 1/2" CDX • PLYWOOD IF NO STUDS EXIST. 1/2" MIN. CDX #10x1/2" S.M.S. 016 O.C. 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. EXISTING GLASS I CON. T O GL • E / SEE SCH SHEET 12)1 2" MIN Igor? 2" 0-0«@- C3)-0-6« 0•0 •//, �@ ®T END CONNECTION DETAIL J PLYWOOD. WALL FINISH L) 1/16 "x3" (6063 -T6) CO ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE 4 OF #10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2" MIN NS LA 2"x4" MIN. W000/ WALL STUDS REQ'D. FINISH A1 — 1/4 "0 TAPCON ANCHORS #10x1/2" S.M.S. W/ 1 1/2" MIN. 016 O.C. PENETRATION 0 12" O.C. I V N 2 "x4" MIN. W000 STUDS REQ'D. ESEREMENNET WALL CONT. FINISH k 1/2" MIN. CDX PLYWOOD. • 1 • • • • • • •• ••• • • • • • •• • • • • • • • • • •• •:Pi =UCAP •• • •••„ p i • #'• - • -03 / 0• o7 • ••• • • • •• • ••• • • • • • ••"., -. �: W .s:1i:2 • • • • ••• • • • • • • • • • ••• • • • mac. ^.. • • • • • • • • • • ^a MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /1ENC. — IILUT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 .'Fox : (305)871 -1531 e —mail: tiltecoaool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lk. # 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1 2 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE 3 4 5 6 Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 20 OF 26 @«0«0-0-(=>0.0« C_)-@. 0-0.0« ©•0•©- ©•0•®- 0 ®• ®- O.O -13•O END CONNECTION DETAIL EXISTING GLASS END CONNECTION DETAIL ()HFV EXISTING GLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 12) 1/2" MIN. AL) 0-43-10-0-10-0.0« ©•@«@•(>0.0- ©•0 • © ©•0• ® ®•®-®•®-®•®- MIN. SEPARATION TO GLASS (SEE SCHEDULE 0 SHEET 12) N •1/2! MIN. CDX PLYWOOD. IL) G x . IV I III . VV J ILJIUJ. SEE DETAIL X FO SIDE CONNECTION TO TRACKS WALL J FINISH / / / / / / // 2 "x4" MIN. WOOD STUDS REVD. © - . ® - • ® m 10• ®a' ©•O - ®•0 •©-©.O.O- . END CONNECTION DETAIL 00 • EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OR ®OR O OR CO 0R130R3OR© VIEW Y PLAN DETAIL X 1/2" MIN. CDX PLYWOOD. •uSE 1" OR 2" MAX. (AS APPLICABLE)x2"x1/9'x0' -2" ALUMINUM CUP ANGLE (6063 -T6 ALLOY) AT MIDHEICHT (1) 110x1/2" S.M.S. TO ®& (2)1/411 TAPCONS ANG.HORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF (D) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS cj OR OR OROOR OR 1/2" ©•O• ®- ®•0•o- END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' - I 2 "x4" MIN. WOOD - STUDS. (AS APPUCABIE) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) F.B.C.(High Velocity Hurricane Zone) SEE END CONNECTION DETAILS ON SHEET 24 TYP. FULL HEIGHT. • ••• •.• .8_ r tt7:, •-c t o j; •:: • • O OR ® OR © + O OR 10 + OR 3 + 15 • • • • • E.: to n r • - • ••• • • • • • • • • • • •• . ••• •• • • • ' • • • • ••• •. •. • .- • •' • • • ••. • • • : . Q2� 4. o/ Deo ^ !Ga:1 i Ccratoi UNUMITED WIDTH MIAMI —DADE COUNTY TYPICAL © HV BLADE SHUTTER ELEVATION N.T.S. P.E. SEAL /SIGNATURE /DATE /1 itEN \ TILUT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 Fox : (305)871 -1531 e— mail: tiltecoOool.com E8- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1; ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, (31 OR 3 ?) 33 AND AT ANY ELEVATION. 34 .D. LOCK MAY BE USED AS AN INSID OR OUTSIDE LOCK, ATTACHED TO 33 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3). #8 .x 3/8" LONG FLAT HEAD S.S. • M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2; LOCATION OF 34 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS .UP TO 105 ". 34 H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER TH-AN 105 ", 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1' 2 3 4 5 6 F.B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 21 OF 26 CONCRETE REQUIRED EXISTING GLASS EXISTING GLASS– POURED CONCRETE WALL REQ'D. – NEE SCHEDULE ON SHEET 76) OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) rT-r- A@ HD WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) OPTIONAL 1" Min. Q 1 /EQ w Mir\_ "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON NU 1/4 " -20 SHEET 26) NUTTS S ® 6" O.C. EE HD WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 1– SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY 2– MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. •• •• • ; • • • . • • •• ••• FRO DUC.MEriritair rye 03/ • • 07 •. ••. • • •• • . • • • ••• • • • • ••• • • 1/4 "0- 20x3/4" S.S: MACHINE SCREWS USING 1/4 " =20 NUTS ® 6" O.C. x 0 x 0 * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 26) i ��! •:: TVA L to Fk'rj `2$ %:;•:. Ccizeu MIAMI -DADE COUNTY EXISTING GLASS ' EXISTING GLASS OPTIONAL POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) #14x3/4" 1-EX HEAD 4 TEK SCREWS 0 3" O.C. OR 1/4 "0 -201 S.S. M.S. W/ NUT p 3" O.C. HD CEILING INSTALLATION 1••1 O r grieNSW A ill; M rrrr��rrl. POURED CONCRETE REQUIRED FF HD RAINGUARD INSTALLATION ;\?,' i) J 71!97 P.E. SEAL /SIGNATURE /DATE ••• 00 •• • • • • • • • • • • • 080 ;• •• • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) CONCRETE ANCHORS — (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPUCABLE EXISTING GLASS EDGE OF SLAB IF APPLICABLE MIN. SEPARATION TO GLASS ~ (SEE SCHEDULE ON SHEET 25) POURED CONCRETE REQUIRED EXISTING GLASS #14x3/4" HEX WASHER HEAD TEK SCREWS O 6" O.C. IL E C O INC. TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., St.. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e –mail: tiltecoOaol.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 © +o EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HD TRENCH INSTALLATION MIN. SEPARATION TO CLASS " (SEE SCHEDULE ON SHEET 25) ALTERNATE ANCHOR LOCATION •1 E.Q. EDGE OF LAB IF APPLICABLE •1 EXISTING GLASS j/� k E.Q. • J / / GG HD FLOOR INSTALLATION ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 - 1355 FAX (305) 825 - 1356 I11 2 3 4 5 6 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) POURED CONCRETE REQUIRED #14x3/4" HEX WASHER HEAD TEK SCREWS 6" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPUCABLE FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) INSTALLATION DETAILS W/ Q HV BLADE SCALE: 3/8"=1" © 2003 EASiERN METAL SUPPLY, -INC. DESCRIPTION DATE Drow by F.P. DRAWING No 07 -062 SHEET 22 OF 26 EDGE OF SLAB IF APPLICABLE HD WALK —OVER INSTALLATION F.B.C.(High Velocity Hurricane Zone BERTHA HV TM Accordion Shutter System REV. No DATE: 03/31/07 OUT 4......_ 1_kjicy 2 "x2 "x1 /8"x0' -2" (6063 —T6 ALLOY) ALUM. ANGLE W/ (2) 1/4 "9 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) 1/2 ® ® 1 0 + OR ®{ O OR PPt+ )cE' N • : •• , A t o 0 13 ••• • • C • • • • • • 0 011 • • • • • •• 11 • • • ■ .00 • • • • • • • • • • . .• •• • • • • . • • • • •.. • .• 90' OUT T7 -- EXISTING GLASS ® OR ® OR © +I: °R1 ® +15 HVA —HDA IN 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) HVD —HDD 07 : - i Q 1110' 00"'-vint• MIAMI —DADE COUNTY #14 x 3/4" S.M.S. 0 12" 0.c. 0 r EXISTING GLASS 6 1/2" MAX. SLACK IN • i %I l MIN. SE ARATION TO GLASS (SEE SCHEDULE ON SHEET 25) CONCRETE / ANCHORS CO 16" O.C. '. P.E. - SEAL /SIGNATURE /DATE * SEE NOTES ON LOCKING RODS ® & HD ® LOCKS ON SHEETS 21 (OPTIONAL) (4) H.V. PINS (TYP.) (OPTIONAL) HVB —HDB SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED / ThiENC. \ �- �TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e — mail: tilteco ®aol.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic. # 44167 EXISTING GLASS R 32 IN 6 1/2" OUT (4) H.V. PINS (TYP.) HVE —HDE ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1 2 3 4 5 INSTALLATION - HV B LA D -E (OPTIONAL) HVC —HDC SYMMETRICAL HD CENTERMATES W/ LOCK (INTERIOR) ®OR ®OR ©+ 10 + 1 5 DR + SEE END WALL CONNECTIOt4 DETAILS ON SHEET 24 X35 O F.B.C.(High velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE 1 Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 23 OF 26 •• ••• PROSIXT 17.2) • • •• • a g, ?.....',s _o IAA • . • •• • • . • • • • ••• • • • ••••••, • „ . • • • • • • •• • • • PRODUCT #t V1SET) ce.rizp yi12,5,, with the Florida .t /IJ' Corint I. MIAMI —DADE COUNTY ,0/ P.E. SEAL /SIGNATURE /DATE ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1 356 / miE. \ TILLIT TESTING &- ENGINEERING COMPANY °u rY N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecoGool.com EB- 0006719 • WALTER A. TILUT Jr. P. E. FLORIDA Lic. 44167 © 2003 EASTERN METAL SUPPLY, INC. BERTHA Hi,' Accordion Shutter System REV. No 2 3 4 5 6 DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 24 OF 26 CONCRETE ANCHOR ® 16" 0.C. (LOCATE AT EITHER SIDE OF CI) 1/2" MIN. #14x1/2" S.M.S. ® 16" 0.C. .? 2" MIN. EQ A EQ / 1 ! • • • :.••••• • ••• • ••• 1 EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) J ® OR ® OR © + ® OR 1 O + OR O+ END CONNECTION DETAIL 10 POURED CONCRETE -OR' CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) ®OR ®OR O +♦, f IOR 001119+0 END CONNECTION DETAIL 1/16 "x3" MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF ®) #14x1/2" S.M. ® 16" 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 1/2" MIN POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) O ORaOR0+ OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED / EXISTING /( GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) M il=111 O OR 1 \ t5 1 OR © O OR • O + OR ® + END CONNECTION DETAIL 1 v � SEE DETAIL X FOR SIDE CONNECTION TO TRACKS I"u a i�(C u' u J 1 .IhliC L- OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 1. MIN. SEPARATION • TO GLASS (SEE SCHEDULE ON SHEET 25) *USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1 /8 "x0' 2" ALUMINUM CLIP ANGLE - (6063 -T6 ALLOY) AT MIDHEIGHT (1) #14x1/2" S.M.S. TO ®& (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF 0) SEE DETAIL X FOR © +OOR ®OR $ + OR SIDE CONNECTION TO TRACKS Vt 00 + 15 0 +0 END CONNECTION. DETAIL 20 END CONNECTION DETAIL 03 . VIEW Y PLAN DETAIL X END INSTALLATION ® HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) ® +O OR ®0R® + OR 10 + END CONNECTION DETAIL I + REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" R ® F.B.C.(Hi Velocity Hurricane Zone) MAXIMUM SHUTTER "L +" OR "L -" INSTALLATIONS W/ SYMMETRICAL 1 NT_ - MAT 31 SPAN (ft.) * OR 32 & NO . 35 W/ ONE HD tilD LOCK LOCKING - IDS MAXIMUM - - DESIGN LOAD (P (+ OR —) POURED CONCRETE INSTALLATIONS ALL MOUNTING CONDITIONS L+ (ft) L - (ft) 30 OR LESS 15' -5" 18' -0" 35 14' -10" 18' -0" 40 14' -4" 17' -10" 45 1S-11" 1 -6 50 13' -6" 17' -0" 55 13' -3" 16' -10" - 60 12' -11" 16' -2" 65 12' -8" 15' -6" 70 12' -6" 14 75 12' -3" 14' -5" 80 12' -0" 14' -0" 85 11' -10" 13' -7" 90 11' -6" .13' -2" 95 11' -3" 12' -10" 100 10' -6" 12' -6" 105 10' -0" 12' -2" 110 9' -6" 11' -11" 115 9' -1" 11' -8" 120 8' -9" 11' -5 " . 125 , — 11' -2" 130 — 10' -11" 135 — 10' -9" 140 — 10' -6" 145 _--.. 10' -4" 150 — 10' -2" 155 — 10' -0" 160 — 9' -10 165 — 9 170 — 9' -7" 175 — 9' -5" 180 — 9' -4" 185 — 9' - 2" 190 — 9' -0° 195 — 8' -9° INSTALLATION LEGEND SUBSTRATE MOUNTINGS POURED CONCRETE (SHEET 22) WALL MOUNTING M Sc EE FLOOR /CEILING MOUNTING •• BB, CC, DD, FF & GG ••• ••• o o • •• •• ; ; • /24ear-44 • V 6 , • � •:.` :;:_ 08- alD.07 •• • • • ••• • • • e e • • • • • • • • • • • • • • • • .k., a �� yy MIAMI -DADE COUNTY P.E. -SEAL /SIGNATURE /DATE \ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1-530 . Fax : (305)871 -1531 - e —mail: tiltecoOool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lie. # 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 - 1355 FAX (305) 825 -1356 REV. No 1 2 3 4 5 6 © 2003 EASTERN METAL SUP BERTHA 1 Accordion Shutt DESCRIPTION DATE • ••• • • .• :•• •; • • • •• :• • •: * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR- A GIVEN POSITIVE DESIGN LOAD. L —: MAX. ALLOWABLE SPAN FOR A- GIVEN NEGATIVE DESIGN LOAD. (2) - PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L —" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 'IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L — ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS• IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Li += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt —= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 —= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt + ", "L2 + ", "Lt —" AND "L2 —" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND MAXIMUM DESI(.'; LOAD TO DETERMINE MAXIMUM ANCHOR Sp ".Z,NG. U HV BLADE • SEPARATION TO GLASS REQUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 ". F.B.C.(High Velocity Hurricane Zone) PLY, INC. u TM er System Drown by F.P. DATE: 03/31/07 DRAWING No 07-062 SHEET 25 OF 26 MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND •ANCHORS' SPACING LEGENQ MAXIMUM ANCHOR* SPACING (in.) SCHEDULE CORRESPONDING TAPCON FOR A GIVEN MAX. SHUTTER SPAN. MAXIMUM DESIGN LOAD AND CRETE—FLEX SS4 A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS - 2 1/2" MAXIMUM SPAN (ft) POURED CONCRETE • ALL MOUNTINGS AA THRU .GG (SHEET 22) . USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE LOADS 50 OR LESS >50 TO 90 >90_ TO 120 >120 TO 160 >160 TO 195 8' -9' OR LESS 8" . 4 1/2" 3 1/2" 2 1/2" -- 11" . 6 1/2" 4 1/2" 3 1/2" 3" >8' -9" UP TO 12' -1" 6 " 3 " 2 1/2" — — 8" 4 1/2" 3 1/2" 3" _ >12' -1" UP TO 18' -0" 4" 3" • 2 1/2" — — 6" 4" 3 1/2" — — EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4"o TAPCON AND 1/4 CRETE —FLEX SS4. FOR E. 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 SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. 0. FACTOR CRETE—FLEX . SS4 1/4 "0 TAPCON MIN. SPACING - 3' MIN. SPACING - 3' 2 1/2" 0.66 0.66 2" 0.50 0.50 • • • • • • • • • • • .• • - • • • • •• •• • • tent : • • • t"atp '} 3 :?a .•. �+2 c 3 J tc• -1y . • •• _.. • : 02-03/0,07 ' -. . � � J?�3. - • L • • • •• • • • • • • .=. • • • • • • . N411'1:741 67 0+24 °I MIAMI —DADE COUNTY - P.E: SEAL /SIGNATURE /DATE / Thi INC. \ TILUT TESTING at ENGINEERING COMPANY 5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax :.(305)871 -1531 e —mail: tiltecomaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. j 44167 ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 1 2 DESCRIPTION 4 5 6 © 2003 EASTERN METAL SUP BERTHA Accordion Shutt DATE • . . • • • • • • • • • • • • ••• • • • • • ••• • •• • *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.350 ksi) — 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. — 1/4 "0 CRETE —FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. • HV BLADE NOTES: A.1) MINIMUM EMBEDMENT INTO POURED 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 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 CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. F.B.C.(High Velocity Hurricane Zone, PLY, INC. V' er System Drown by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 26 OF 26 Florida Storm Panels SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 22gauge panels under number 07- 0817.03 This letter authorizes �0 J to use . our 22ga. Panels under number 07- 0817.03 to be use d at the following ob: job: o,, 5 w, s2 /0617 /7/ hr s -> <:47-ea- .7 Sincerely; Victor V. C Enrique Revilla President or Vice- President 1. This form must accompany the application for building permit and ., shall become part of the permit documents. T. Ilite.ituiliotitekl signature must bear the raised corporate seal of the °' ° comm'an) lidlding the Dade County Notice of Acceptance. 14475 N.W. 26 Avenue • Opalocka, FL 33054.685- 9990.685 -9000 • FAX 685 -7511 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N.W. 26 Avenue Opa- Locka, Florida 33054 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1* r,...! .LER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.eov SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done jbrit& %diret'. . • • • • INSPE&(ION: A'logy Vitas entire NOA shall be provided to the user by the manufacturer or its distributors and shafl'be aaii1ab4e rofiresptclict at the job site at the request of the Building Official. This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as appravgl elqatumeartinciationed abo .e. The luamil.ed dowmpeatiori 4v.aCr4viewed by Helmy A. Makar, P.E., M.S. • • .. • • • . . . • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • • • ••• ' • •• • • • . • • • • • . - . Expiration NOA Date: No 07 0 3 Approval Date: 11/01/2007 0I /® /v. 07 Pagel Florida Storm Panels, Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. • ••. • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 1120.02 A. DRAWINGS 1. Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on: Uniform Static Air Pressure Test, Large Missile Impact Test and Cyclic Wind Pressure Test prepared by Construction Testing Corporation, Report No. 02 -041, dated November 18, 2002, signed and sealed by Yamil G. Kuri, P.E. 2. Test report on fastener by Construction Testing Corporation, Report No. 02 -007A, dated May 06, 2002, signed and sealed by Yamil G. Kuri, P.E. 3. Test report on Wood Bushings by Construction Testing Corporation, Report No. 02- 038, dated October 07, 2002, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 22 ga. Galvanized Steel Storm Panels and Anchor Calculations, sheets 1 through 26 of 26, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. 2. Anchor Calculations, 9 pages, dated November 18, 2002, prepared by Frank L. Bennardo, P.E., signed and sealed by Frank L. Bennardo, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report. 2. Certified Tensile Test Report issued by Certified Testing Laboratory, Report Number 1098H, dated October 29, 2002, signed and sealed by Ramesh Patel, P,E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. D. QUALITY ASSURANCE 1. By Miami - Dade County Building Code Compliance Office. E. : MATiQAI, CIniTICATIONS Is ' ? VS ne . : :: • • • •• • • ••• • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • E -1 m A. Makar, P.E. M.S. y P.E., Product Control Examiner NOA No. 07- 0817.03 Expiration Date: 01/23/2013 Approval Date: 11/01/2007 PRODUCT MARLING 13'15' h- 22ga: t =0.029' (LOCATION OPTIONAL) I 1 �1p FGALVANIZED 1 , ROLL BACK Zs) 1312' + r L 1.181'- , 1 % -20 x 3 �a' 5.5. STUD T' T ___. E 10.125'4� 1.500' TYP. MAX O STORM PANEL 0.150' r MIN @ 0 GENERAL NOTES: - 1312' -- I.18I' -1 I 12500' PANEL COVERAGE 14.433' PANEL LENGTH 0.125' TYP. -1 1315' t 1.00' MIN. • 5.000' MAX. 0 STUDDED ANGLE O BUILDOUT /CLOSURE ANGLE 1. THIS 5I- IUTTER SYSTEM 1-IA5 BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202 FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 33.3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED 8Y OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE PRESSURES FOR USE WITH THIS PRODUCT, TI-4E USE OF A DIRECTIONALITY FACTOR Kd =0.85 15 ALLOWED: 4. THE SHUTTER SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH T1-1I5 DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. 6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED THICKNESS t =0.029' MIN) CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 80. G50 GALV. COATING WITH A MIN. F9 =92.0 K51. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS: FLIDRICj4 • STO • RM PANELS, INC. QPA- LOC.A•FL • • • • • P11 -D E O(JUNITY 'FOE;. NTROL APPROVED •� i • • • 8. STOR�1 14 bF QQE!IGNES AND TESTED TO THE MAXIMUM SPANS AND LOADS SHC.11N THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPOR4DTIOrtiWC), OF MIAMI, FL. TEST REPORT No. 02 -041. • • • ••• ••• • 10. 7:711 s BUTTOM DITAILSHOLLPI MAY•gF INTERCHONizED MELD CONDITIQN1 1 T!. PANELS MAY BE MOUNTED HORIZONT.:L1.Y RE AP Llt4LE, EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'F1' OEa 'U' HEADERS. 11. ALL,AOLTS 4 WASHERS SHALL BE ZINC COATED, C O1 5TAIPILEI6S•ST .I U A MINIMUM TENSILE STRENGTH SF 64iP KSI.' i • • • • • • ••• ••• •• • • • • • • • • • •e• :• •• 1.181' PRODUCT MARLING (LOCATION OPTIONAL) '4' ROLL BACK 1312' r 1 1_ 1 00' T (t . TYP (t 0 .0516' r GALV STEEL, GRADE 50) J -PAN CLOSURE 1.00' f-2.043' 11-1.515' 1' 0.015' m ` 0.063 t .063' I- 1.931'• -1 13 TOP 'H' TRACK 1 4 -20 5.5. SIDEWALK OR MACHINE BOLT e WASHERED WINGNUT s 24' O.G. TYP. 18 GA. GALV. STEEL BENT PLATE (0.0418' BM. THK) OR 2'x2'x.125' 6063 -T6 ALUM. ANGLE BUILD -OUT DISTANCE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1.000' x•' - 0.062' 1.00' MIN. 5.000' MAX. 0.053 0.015' 0.062' -0250' 1181' -I O 'H' HEADER 0350 02r 5� 0050' 0.085' -I WASHERED WINGNUT NZTV 43).3 (ZAMAC 3 ALLOY) 2.061' 0.063' T _ _ _ _ 0.063' 1 0 m x I 0.09' 1.00'i -1k- 0.09' 14 BOTTOM '1-4' TRACK ANGLE MAY VARY 1.000' OVERLAP EXISTING WINDOW --I 4' MAX O CORNER CLOSURE DETAIL OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO I5 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE 0 OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED FASTENER s 15' O.G. FOR DESIGN LOADS LESS THAN OR EQUAL TO 81psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) FOR DESIGN LOADS GREATER THAN Slpsf,USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS s 10' O.G. BUILD -OUT MOUNT CLOSURE DETAIL N.T.S. 0.062' _, TYP 0.250' r 2.000 N 7.„ L 0865' O 'U' HEADER 025' - 1 MAX 2.00' MIN. ill n �0 500' 1.000' t = 0.015' MIN. ( KEYHOLE WASHER GALV. STEEL GRADE 50 (USE 15 OPTIONAL. REOIIRED ONLY FOR USE 5311-1 TRUSS HEAD ANCHORS ( CALK -IN) 15 TOP 'U' TRACK 1.000' 0 w m 111 3315' MAX.- - 0315' 0315' 0.189'�I1 -- � r 1i 1 50 I 00.090 E TYP 0320') 0.4 - 0 .650' 1.000 025' fMAX. O BUILD -OUT 'F' TRACK 80.158' R0301' EXIST. GONG, HOLLOW BLOCK OR WOOD FRAMING. 0.355*- 0.151* 1_ 4000' 1.000' r 0.125' -' 'F' TRACK - r 0.063' TYP I� 12 HEADER END CAP 1150' DEEP TYPICAL 1.931' 0.063' -"•1 - 1 0.125' TYP. 0.053' -- 1.000' 0 0115' 0.452' 0.6455' 0.063' V N1 t 0.093' -II-- I f 5.313' 0.093' 16 BOTTOM 'U' TRACK E:' 15TING CONCRETE, HOLLOW 5LOGK OR WOOD FRAMING O WALL MOUNT CLOSURE DETAIL N.T.S. EMBED O TRAP MOUNT CLOSURE DETAIL N.T.S. ALUM. ANGLE ® OR J -PAN CLOSURE PIECE 90 (5EE DETAILS ABOVE). LEG DIRECTION MAY BE REVERSED. 0.500' OVERLAP MINIMUM FASTENER s 15' O.C. FOR DESIGN LOADS LE55 THAN OR EQUAL TO 81psf (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81psf, USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS a 10' O.G • BOTTOM MOUNT (CONN TYPE AS REQ'D) WIDTH UNLIMITED (PEW. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REQT ) TYP. SECTIONS O TYPICAL MOUNT ELEVATION KT5. TOP MOUNT (CONN TYPE AS REQ'D) BOTTOM MOUNT (CONN TYPE AS REQ'D) LAST PANEL TYPICAL BEFORE PANEL OBSTRUCTION OVERLAP OPTIONAL '4 -20 STITCH 8OLT5 WITH WASHERED WINGNUTS FASTENED s OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) • PLAN VIEW \ - " .150' 1116111141- MAY BE AT TOP 4 BOTTOM PANEL ABOVE OBST5)CTION o_ x BOTTO j As REQ• Q O / (LOCATIO AY ' VARY) _TOP MOU 3 Z (GONTI AS RE x m U ► ' � O B TRU °W �� TYP. PANEL OVERLAP OPTIONAL 1 4 -20 STITCH BOLTS WITH IIIngHERED WINGNUTS FASTENED a OVERLAPS a MIDSPAN (USE APPROPRIATE SPAN TABLE) \--;./ TYPICAL MOUNT ELEVATION AROUND OBSTRUCTION N.TS. g¢ a. V_ i.: :. 025' MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING r- 80312' 0315' MIN. EDGE DIST. sit :"r -',. •n�; 07- 09 /7. 3 Q Approved 1a complying with the Florida g e Date OI 2� 20 03 NOM o9_ - I 1242 •Qom. Mlaral Dade Frothed Control FRANK L. BENNARDO, PE. 'PE0046545 1 CA IJ1 " W z N L } J csj Vl 4 Cn REVISIONS DESCRIPTION COUNTY COTMENT5 DATE 1/2/03 SCALE: 3' = 1' DRAWN BY, CL CHECKED GY: FLB I - 'R1NT L)A rE: 11718702 DWG ": 02- 868 -III SHEET: 1 OF 4 Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' 10 ' -7" 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 9' - 8" 10' - 5" 3.00" 3.00" 8 '- 11" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8'- 1" 10' - 0" 3.00" 3.00" 7'- 6" 6' - 0" 2.75" 1.29" 40 8' - 8" 2.75" 2.26" 6'- 0" 9' - 8" 3.00" 3.00" 4'- 10" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W ( No Stitch Bolts wax (ft) Stitch Bolts At Midspan LMax (ft) - 1.-' -1 -■ vvel 8 (li81AAA 8 N 10 ' -7" 10' -7" 10' -5" 10' -5" 10' -0" 10' -0" 9'- 9" 9'- 9" 9' - 8" 9' - 8" 9'- 4" 9 5" 8 '- 11" 9'- 3" 8'- 10" 9'- 2" 8'- 5" 8'- 11" 8'- 2" 8'- 10" 8'- 1" 8'- 9" T - 9" 8'- 3" 7'- 6" 7'- 8" T - 4" 7'- 6" T - 2" 7' - 2" 6'- 9" 6'- 9" 6'- 0" 6'- 0" 5' -4" 5 -4" 4'- 10" 4'- 10" 4'- 6" 4'- 6" 4 ' -1" 4' -1" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE T3 BASED ON TYPE OF STRUCTURE) EMBED EXISTING GLAZING CI CONNECTION TYPE ANCHORS TO BE AT 12.5' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY EDGE DIST. EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) •• ••• • • • • • •• • • •• ••• • ••• i IXIS:ING •CONG TE, HOL•LOR1 BLOCK • OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE •14 TEK SCREW OR 1 /. -20 MACHINE SCREW 4 NUT a 16' O.C. (TYP ALL SIM. CONNECTIONS REQ'D SEPARATION FROM GLASS (REF. TABLE T2) G3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING SHORT LEG MAY BE REVERSED TOWARDS Ti. E OPENING 0.500' Ea Ea 0.500' C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX, SPACING O BUILD -OUT MOUNT SECTION N.T.S. STt:.tCTI•g�2'E •I ) sar.../pIRECIT MOUNT SECTION • • •>•.! • • • • ••• • • • • • • • 0.25' I/4 -20 r 5.5. MACH NE SCREW a 12.5' O.C. t , n.. t 'nag: Zw321 Sri ;a 71 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. • •• 1 4 -20 x 3 4' 5.5. MACHINE • • SCREWS • 125' O.C. • Ci CONNECTION TYPE 1EFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING STUD ANGLE DIRECTION MAT BE REVERSED. AS 51-tOIW C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING OPTIONAL BUILDOUT MOUNTING CONFIGURATIONS (AT HEADER OR SILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED TYPE OF STRUCTURE roiroa -Afro R.EQ77 GLASS SEPAR DIST. (SEE TABLE T2 FOR MN.) w L_ ■1 D EMBED. EXISTING GLAZING EMBED O WALL MOUNT SECTION N.T.S. EXISTING CONCRETE. I - 4OLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING- CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING 0.500' 10250' 1 4 -20 X 3 4' S.S. MACHINE SCREW W/ WINGNUT 5125' O.C. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING 1=` 11117 EMBED REQ'D SEPARATION FROM GLASS (REF. TABLE T2) 1 � . 1 4 -20 x 3 4' S.5. MACHINE SCREWS • 12.5' O.C. LEG DIR. MAY BE REVERSED o EXISTING ' GLAZING vrA 025 © AX 0 025' r MAX. O CEILING/FLOOR MOUNT SECTION N.T.5. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING MAXIMUM ALLOWABLE SPAN SCNEDULE NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING REQ'D SEPARATION FROM GLASS (REF. TABLE T2) O K TRUSS MOUNT SECTION N.T.5. EXISTING CONCRETE. HOLLOW BLOCK OR 111000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. EXISTING WOOD TRUSSES a 24' O.G. MAX. MINIMUM SEPARATION T2 TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS Ul/ (3) 1 4'x2' EMBED LAG SCREWS a EACH TRUSS (24' O.C. MAX) 4'x °x00418' MIN STEEL TUBE 'U' HEADER TO ROLLED STEEL TUBE W/ CENTER LAG (A5 DESCRIBED ABOVE) • TRUSSES d M4 5P1.5 TO PLATE • 6' O.C. BETWEEN TRUSSES Lmax = 5' -0' (MAX SPAN) MAX DESIGN LOAD = '!60 ps( EXISTING GLAZING O OFFSET WALL MOUNT SECTION N.T.5. ALUM OR GALV STEEL SPACER, AS REQ'D. EXTERIOR WALL FINISH, PROTRUDING FROM MOUNTING SURFACE CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE T3 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY 1 W o IjJ W � Q Z Z W W . T} z Z d ) Q 11_U ( T1 tt rl m X 0 Q 1- 0 I4 to c 0 Q F1 zu0 0 n el 0 w z z W "I 9 O 0 W w z w 5 u_ a w z N➢y Z 0_ ILL z in 0 ILL REVISIONS DESCRIPTION COUNTY ca-mIENTS SHEET: 2 OF 4 eD Q 111 Z N CL L : 0 V f - Vl 111 CV W CV � DATE V7103 SCALE: 3' DRAWN BY: CL GHCCKtD BY: FL PRINT DATE: 11/15/02 D11.G •: 02 -865 -111 • • ••• • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING 0 PENETRATION OR EMBED. EXISTING GLAZING WALL MOUNT SECTION WALL MOUNT TRACKS, N.T.5 • • •• • REQ'D GLASS SEP. DIST. !SEE TABLE -- T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCI -IED. BASED ON TYPE OF STRUCTURE. • 1365' 1365' 1365' CS CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX. SPACING REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) Cl CONN TYPE REF. ANCHOR SCHED. T4 FOR MAX SPACING • O HEADER/SILL MOUNT SECTION •ROB MOUNT TROD ANGI N.T . • • •• •• • • • • •• • • • • • • • • • • • • • •• •• • e - -- - • ••• • • • • • • • • 4 • • EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX, SPACING 0.500' 0.500' C6 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING. dr.77 /'LEG MAY BE BENT / TO 30dag MAX LEG MAY BE BENT TO 30deg MAX CFT I ONAL REQ'D GLASS SEP, DIST. (SEE TABLE T2 FOR MINIMUM) • EDGE DIST. EXIST NG GLAZING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. N CEILING/FLOOR MOUNT SECTION TRAP MOUNT TRACKS, N.T.5. PENETRATION OR EMBED. REQ'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE IN O DIRECT WALL MOUNT SECTION BOTTOM DIRECT WALL MOUNT (REF. DETAIL 5'). N,TS. TERICR Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX.. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. iu i I l� , rar M1 / — IT■ EXISTING GLAZING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING 0.500' fL a. 1.00 A MAX FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO PANELMATES 4 (I) POWERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. NT INSTALLATION DETAILS C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX. SPACING CLIP LOCKS END PANEL FLUB+ -1 AGAINST TOP TRACK (I) HEADER END CAP • END W/ (2)"14 SM5 TO TRACK OPTION A: (3) 1 /4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL O HEADER TRACK ISOMETRIC TOP TRACK, N.T.S 1'x030° PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) O SILL TRACK ISOMETRIC BOTTOM TRACK, N.TS. Approved as cm: plying with ate `.. 4 Florida 2003 N NOM — 0 .' O nand N Pf d � Z HY LAST PANEL MOUNTED FROM INSIDE OF BLDG Division (2) 1 /4 -20 5.5. STITCH BOLTS W/ WINGNUTS EACH SIDE OF LAST PANEL ADJACENT PANEL TYP 12.5' COVERAGE —'H'- HEADER • TOP, PER DETAIL 'P' OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WINGNUT O DIRECT WALL MOUNT EXTERIOR ELEVATION BOTTOM DIRECT WALL MOUNT (REF. DETAIL 'P'1, N.T.S. TYPICAL OVERLAP ADJACENT 0' . . PANEL 1W4 VirgirrWIAZ g �;g Z z : a P> I ldo Arectisitims No 07 8/7.-0.? 51 I t ;; F a ....' OPTION B: (2) 1 4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS OPT. B: (I) 1 /4 -20 POWERS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH REQ'D) (I) 1'x2'x0.052'x1 ANGLE • END W/ (2) '14 5MS TO TRACK TOP 'H° -TRACK OR TOP 'U' -TRACK !FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'N' TRACK OR BOTTOM 'U' TRACK (FASTEN TO STRUCTURE PER DETAILS M, N 40 TO LEFT) ar .1 t Qr- 0 0 LL • If m rq = IL 0 W Z x = 4m V Zz • in 0 � nri .11 NI al REVISIONS DESCRIPTION COUNTY COMIENT5 SCALE: 3' _ ' (U.N.O.) DRAWN Sy': CL C HE4KED 8Y: FL6 PRINT DATE: II/18/02 DWG •: 02- 868 -111 0 w W z_ z w 9 O w w N 4 4 CV DATE (/2303 SHEET: 3 OF 4 HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 39 45 55 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 13.2" 9.7" . 16.0" 12.7" 8.7" 5.9" 3.6" 15.8" 12.5" 10.5" 8.3" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 15.5" 12.3" 10.4" 9.7" 9.7" 7.8" 5.2" 4.0" 3.6" 3.6" 9.9" 7.7" 6.5" 6.0" 6.0" 12.5" 6.25" 6.25" 6.25" 6.25" 12.6" 10.0" 9.7" 9.7" 9.7" 5.4" 3.8" 3.6" 3.6" 3.6" 7.9" 6.2" 6.0" 6.0" 6.0" 1/4 "x718" EMBED 39 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 65 49 12.5" 16.0" 16.0" 13.1" 12.5" 16.0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" 5.9" 6.4" Tcap (Ib) = 358 72 _ 72 12.5" 16.0" 9.6" 8.8" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 9.1" 130 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 114" x 1 -1/4" EMBED 130 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 16.0" 49 12.5" 16.0" 11.9" 9.7" 6.25" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" 16.0" 10.2" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 9.8" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 9.2" 72 6.25" 12.4" 5.5" 6.5" 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 130 130 6.25" 9.1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" 625" 9.1" 3.4" 4.7" - - HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 39 45 55 12.6" 8.2" 10.9" 7.1" 8.9" 5.8" 8.0" 6.9" 5.7" 5.2" 4.5" 3.7" Tcap (Ib) = 174.00 65 7.5" 4.9" 5.0" 3.3" Vcap (Ib) = 318.00 72 6.8" 4.5" 5.0" 3.3" 1/4 "x718" EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7" 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 -1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4.4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (Ib) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (lb) = 198.50 72 _ 6.1" 4.3" _ 4.4" 3.2" HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON 2.5" EDGE DIST. 39 45 55 16.0" 16.0" 11.0" 16.0" 16.0" 16.0" 7.5" 5.2" 3.4" 15.5" 13.4" 11.0" Vcap (Ib) = 398.00 ANCHOR 65 2 5.0" 13.2" SPANS UP TO 8.67 ft 9.7" 1/4 "x7/8" EMBED ANCHOR 39 16.0" 16.0" 12.4" 16.0" ALL- POINTS SOLID -SET CONN TYPE 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 C4 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 39 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 - 1/4" EMBED 12.5" 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE 16.0" 16.0" 45 16.0" 16.0" 4.8" 12.6" 16.0" 8.4" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 12.5" 65 6.0" 13.7 "� 16.0" 8.0" 9.1" Vcap (Ib) = 233.50 8.9" 72 4.7" 12.4" /� 9.1" ANCHOR SPACING SCHEDULE ANCHQM 4E7 • : : . I. SPANS AND LOADS 5HO1U'1 HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCiIOfaSGHEDULF AS D ON THE EXISTING STRUCTURE MATERIAL < ANCHOR TYPE. SELECT DESIGN LOAD G-REAT)/R :HA* OR EQUAL 1 �fEGA=IVE DElbIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH4TT R 5 AN • • • • ••• • • 3. SELECT DONNECaTif7N TYF , SF MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FIR IDENTIFICAION CONNEG'IOFI 1KPE). 4. ANCHORS SHALL BE INSTALLED IN ACCCRDA•ICE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHEN= EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE,141 =0 DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONI•Y FOR 51:4C1 •IEC • •• i 1 • 1 • • • • • • • ANCHOR SPACING SCHEDULE • 4 T (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0 ", 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN,) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS 5HALL HAVE MINIMUM OF 1 /7' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ' , , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.8" 4.1" 3.4" 4.2" 3.6" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 77 iv,AL: Lela AppsZVrd cop 8, big s€12b ale Florida 2 fLea3 NOM 0 Central is D 0s FRANK L. BENNARDO, PE. 'PE0046549 z 0 llL DESCRIPTION COUNTY COMMENTS REVISIONS SHEET: OF 4 DATE 42/03 SCALE: N.TS. DRAWN BY: CL CHEGKtD LiY: FLB PRINT OA ft: 11/18/02 DWG ". 02- 868 -Ill 03 _ Z w lyz W �7 W Z Zm 111 z W CO J a 3 w 2.5" EDGE DIST. EXIST. STRUCT. ANCHOR 2.5" EDGE DISTANCE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft ST. RUt ANCHOR LOAD CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft 1ST RUC ANCHOR C5 C6 LOAD 1/4" x 1 -3/4" EMBED CONN TYPE 16.0" 16.0" 16.0" 16.0" CONN TYPE 45 16.0" 16.0" CONN TYPE (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 CONCRETE 1/4" x 1 -3/4" EMBED ALL - POINTS SOUD -SET 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TAPCON Vcap (Ib) = 429 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (MIN 3320 PSI CONC) (MIN 3350 PSI CONC) * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" Tcap (Ib) = 483.00 8.9" 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" Vcap (Ib) = 475.00 • 6.4" 130 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" 114"x7/8" EMBED 58 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2" 15.0" 12.5" 16.0" 10.6" 12.1" ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SHIELD ANCHOR * 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" Tcap (Ib) = 428 3.9" j� 72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap (Ib) = 429 13.4" 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 1/4" x 2" EMBED 6.25" 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" ELCO PANELMATE 4.3" 5.4" 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 8.9" .12.4" 12.5" 16.0" 6.5" 9.9" (MIN 3350 PSI CONC) * 58 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0" 6.2" 9.6" Tcap (lb) = 372.00 6.25" 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (Ib) = 565.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" ANCHOR SPACING SCHEDULE ANCHQM 4E7 • : : . I. SPANS AND LOADS 5HO1U'1 HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCiIOfaSGHEDULF AS D ON THE EXISTING STRUCTURE MATERIAL < ANCHOR TYPE. SELECT DESIGN LOAD G-REAT)/R :HA* OR EQUAL 1 �fEGA=IVE DElbIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH4TT R 5 AN • • • • ••• • • 3. SELECT DONNECaTif7N TYF , SF MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FIR IDENTIFICAION CONNEG'IOFI 1KPE). 4. ANCHORS SHALL BE INSTALLED IN ACCCRDA•ICE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHEN= EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE,141 =0 DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONI•Y FOR 51:4C1 •IEC • •• i 1 • 1 • • • • • • • ANCHOR SPACING SCHEDULE • 4 T (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0 ", 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN,) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS 5HALL HAVE MINIMUM OF 1 /7' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ' , , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.8" 4.1" 3.4" 4.2" 3.6" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 77 iv,AL: Lela AppsZVrd cop 8, big s€12b ale Florida 2 fLea3 NOM 0 Central is D 0s FRANK L. BENNARDO, PE. 'PE0046549 z 0 llL DESCRIPTION COUNTY COMMENTS REVISIONS SHEET: OF 4 DATE 42/03 SCALE: N.TS. DRAWN BY: CL CHEGKtD LiY: FLB PRINT OA ft: 11/18/02 DWG ". 02- 868 -Ill 03 _ Z w lyz W �7 W Z Zm 111 z W CO J a 3 w 2.5" EDGE DIST. EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft ST. RUt ANCHOR LOAD CONN TYPE CONN TYPE 13.6" 9.7" (psf) C5 C6 C5 C6 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" (MIN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 65 14.2" 16.0" 6.0" 16.0" Vcap (Ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4 "x7/8" EMBED 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOUD -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (Ib) = 428 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 72 9.8" 16.0" ' 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 . 72 8.5" 16.0" 4.6" 16.0" ANCHOR SPACING SCHEDULE ANCHQM 4E7 • : : . I. SPANS AND LOADS 5HO1U'1 HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCiIOfaSGHEDULF AS D ON THE EXISTING STRUCTURE MATERIAL < ANCHOR TYPE. SELECT DESIGN LOAD G-REAT)/R :HA* OR EQUAL 1 �fEGA=IVE DElbIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH4TT R 5 AN • • • • ••• • • 3. SELECT DONNECaTif7N TYF , SF MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FIR IDENTIFICAION CONNEG'IOFI 1KPE). 4. ANCHORS SHALL BE INSTALLED IN ACCCRDA•ICE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHEN= EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE,141 =0 DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONI•Y FOR 51:4C1 •IEC • •• i 1 • 1 • • • • • • • ANCHOR SPACING SCHEDULE • 4 T (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0 ", 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN,) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS 5HALL HAVE MINIMUM OF 1 /7' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ' , , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.8" 4.1" 3.4" 4.2" 3.6" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 77 iv,AL: Lela AppsZVrd cop 8, big s€12b ale Florida 2 fLea3 NOM 0 Central is D 0s FRANK L. BENNARDO, PE. 'PE0046549 z 0 llL DESCRIPTION COUNTY COMMENTS REVISIONS SHEET: OF 4 DATE 42/03 SCALE: N.TS. DRAWN BY: CL CHEGKtD LiY: FLB PRINT OA ft: 11/18/02 DWG ". 02- 868 -Ill 03 _ Z w lyz W �7 W Z Zm 111 z W CO J a 3 w 2.0" EDGE DISTANCE ( EXIST. STRUCT. ANCHOR LOAD (psf) SPANS UP TO 5.50 ft CONN TYPE C7 C8 SPANS UP TO 8.67 ft CONN TYPE C7 C8 CONCRETE 1/4" x 1 -3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (Ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4 "x7/8" EMBED 39 16.0" 15.0" 15.2" 10.8" ALL - POINTS SOLID -SET 45 16.0" 14.7" 13.2" 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (Ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 8.2" 7.3" 5.2" Tcap (Ili) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" _ 6.4" 4.6" ANCHOR SPACING SCHEDULE ANCHQM 4E7 • : : . I. SPANS AND LOADS 5HO1U'1 HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCiIOfaSGHEDULF AS D ON THE EXISTING STRUCTURE MATERIAL < ANCHOR TYPE. SELECT DESIGN LOAD G-REAT)/R :HA* OR EQUAL 1 �fEGA=IVE DElbIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH4TT R 5 AN • • • • ••• • • 3. SELECT DONNECaTif7N TYF , SF MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FIR IDENTIFICAION CONNEG'IOFI 1KPE). 4. ANCHORS SHALL BE INSTALLED IN ACCCRDA•ICE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHEN= EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE,141 =0 DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONI•Y FOR 51:4C1 •IEC • •• i 1 • 1 • • • • • • • ANCHOR SPACING SCHEDULE • 4 T (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0 ", 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN,) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS 5HALL HAVE MINIMUM OF 1 /7' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ' , , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.8" 4.1" 3.4" 4.2" 3.6" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 77 iv,AL: Lela AppsZVrd cop 8, big s€12b ale Florida 2 fLea3 NOM 0 Central is D 0s FRANK L. BENNARDO, PE. 'PE0046549 z 0 llL DESCRIPTION COUNTY COMMENTS REVISIONS SHEET: OF 4 DATE 42/03 SCALE: N.TS. DRAWN BY: CL CHEGKtD LiY: FLB PRINT OA ft: 11/18/02 DWG ". 02- 868 -Ill 03 _ Z w lyz W �7 W Z Zm 111 z W CO J a 3 w 0.75" EDGE DISTANCE 000M 1/4" x 2" THREAD 39 12.5" 16.0" 16.0" 7.5" 12.5" 16.0" 12.8" 4.8" 12.5" 16.0" 8.9" 3.9" PENETR. LAG SCREW 49 12.5" 16.0" 16.0" 6.0" 12.5" 16.0" 8.6" 3.8" 12.5" 16.0" 6.3" 3.1" 58 12.5" 16.0" 14.4" 5.1" 12.5" 16.0" 6.6" 3.2" 12.5" 16.0" 6.0" %// Tcap (Ib) = 359.53 72 12.5" 16.0" 9.6" 4.1" 12.5" 16,0" 6.0" j 12.5" 16.0" 6.0" j Vcap (Ib) = 82.97 130 12.5" 16.0" 6.0" 12.5" 16 6.0" a 12 16 6 / / / /// #14 x 1 - 1/2" THREAD 39 12.5" 16.0" 16.0" 7.7" 12.5" 16.0" 8.3" 4.8" 12.5" 13.5" 5.8" 3.9" PENETR. WOOD SCREW 49 12.5" 16.0" 13.6" 6.1" 12.5" 132' 5.6" 3.8" 6.25" 10.7" 4.1" 3.1" 58 12.5" 16.0" 9.3" 5.1" 6.25" 11.2" 4.3" 3.2" 6.25" 10.4" 3.9" Tcap (Ib) = 234.00 72 12.5" 14.2" 6.3" 4.1" 6.25" 10.4" . 3.9" % 6.25" 10.4" 3.9" j Vcap (Ib) = 96.74 130 6.25" 10.4" 3.9" %% 6.25" 10.4" 3.9" 6.25" 10.4" 3.9" j� 7116" x 5/8" EMBED 39 12.5" 16.0" 16.0" 13.0" 12.5" 16.0" 8.3" 8.1" 12.5" 13.4" 5.7" 6.6" BRASS BUSHING & 49 12.5" 16.0" 13.5" 10.3" 12.5" 13.1" 5.5" 6.4" 6.25" 10.6" 4.0" 5.2" 1/4 -20 SCREW * 58 12.5" 16.0" 9.2" 8.7" 6.25" 11.1" 4.3" 5.4" 6.25" 10.3" 3.8" 5.0" Tcap (Ib) = 231.50 72 12.5" 14.0" 6.2" 6.9" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" Vcap (Ib) = 232 S0 • • • • • 13Q • 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" 6.25" 10.3" 3.8" 5.0" ANCHOR SPACING SCHEDULE ANCHQM 4E7 • : : . I. SPANS AND LOADS 5HO1U'1 HERE ARE FOR DETERMINING ANCHOR SPACING ONLY, ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 2. ENTER ANCiIOfaSGHEDULF AS D ON THE EXISTING STRUCTURE MATERIAL < ANCHOR TYPE. SELECT DESIGN LOAD G-REAT)/R :HA* OR EQUAL 1 �fEGA=IVE DElbIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH4TT R 5 AN • • • • ••• • • 3. SELECT DONNECaTif7N TYF , SF MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 4 3 FIR IDENTIFICAION CONNEG'IOFI 1KPE). 4. ANCHORS SHALL BE INSTALLED IN ACCCRDA•ICE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHEN= EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE,141 =0 DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONI•Y FOR 51:4C1 •IEC • •• i 1 • 1 • • • • • • • ANCHOR SPACING SCHEDULE • 4 T (INSIDE MOUNT PANELS, WALL MOUNT) 0 0 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 1/4" x 2" THREAD #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED 39 BRASS BUSHING & 45 1/4 -20 SCREW * 55 Tcap (Ib) = 231.50 65 Vcap (Ib) = 232.50 72 0.75" EDGE DISTANCE 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 10.6" 16.0" 8.2" 16.0" 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 8.1" 5.5" 3.6" 16.0 ", 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.7" 14.2" 16.0" 16.0" 16.0" 15.5" 14.0" 8.0" 5.5" 3.6" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING-, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN,) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G =055 OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. a MACHINE SCREWS 5HALL HAVE MINIMUM OF 1 /7' ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. ' , , DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 14.2" 11.7" 10.3" 10.3" ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, TRAP MOUNT) 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 11.2" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5" 5.5" 5.0" 4.8" 4.1" 3.4" 4.2" 3.6" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" 77 iv,AL: Lela AppsZVrd cop 8, big s€12b ale Florida 2 fLea3 NOM 0 Central is D 0s FRANK L. BENNARDO, PE. 'PE0046549 z 0 llL DESCRIPTION COUNTY COMMENTS REVISIONS SHEET: OF 4 DATE 42/03 SCALE: N.TS. DRAWN BY: CL CHEGKtD LiY: FLB PRINT OA ft: 11/18/02 DWG ". 02- 868 -Ill 03 _ Z w lyz W �7 W Z Zm 111 z W CO J a 3 w