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WS-08-1623Project Address Owner Information i BRENDA WYSONG Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Address Parcel Number 345 NE 100 Street Miami Shores, FL 33138- 1132060135370 Block: Lot: BRENDA WYSONG 345 NE 100 Street MIAMI SHORES FL 33138 -2420 Contractor(s) HOME OWNER Phone CeII Phone Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $180.00 $12.00 $4.50 $198.10 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, October 17, 2008 T E oe: irtd tic r ;fitt m St s: APPROVE Expiration: 04/15/2009 Phone Valuation: Total Sq Feet: Type of Work: No of Openings: 8 Additional Info: Classification: Residential Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due 0.00 .0i-4 IS40 ACT '? ' "PANS Applicant Available Inspections : CeII Inspection Type: Shutter Attachment Shutter Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 17, 2008 Date BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 L S C!u E EP O 2 2000 4 Roofing Owner's Name (Fee Simple Titleholder) c orm. re G l f 4 Son Phone # moo' - 11 Owner's Address P. A P . 10r r r P City --A\ tam S State F L_ Zip 3 3 I Tenant/Lessee Name Phone # Job Address (where the work is being done) 8 ■� 100 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO / Contractor's Company Name (Tht Contractor's Address City 111 Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of o e ency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 2 c, 0 0 Type of Work: ❑Addition Describe Work: ['Alteration ******** * * * * * * * * * * ****** * * * * * * * * * * * * ** *Fees** ** S q u are/ Linea )4 Dota Ot` W6.4* ❑ Repair/Replace Permit No. I% O t, b2-3 aster Permit No. Phone # Pho = fr ❑ Demolition ******** * **** **** ********************** glog /7/ rn � Submittal Fee $ Permit Fee $ /g 7 . a CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reins, ' tion fee will be charged. Signature � Signature Owner or Agent The foregoing in trument was acknowledg ' - fore me this day o ALI , 20 clg, by OCer1 .LA-) `f So 0 Sign: !t1 tlrtr Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) I'' Notary Public - State of Florida • My Commission Expires Oct 3, 2011 ,�r '' DD 721629 usi`r 9 . ; ' ' r ough ' ., «I Notary Assn. an who is personally known to me or who has produced "-0t.1 o NOTARY PUBLIC. _ ."� • • ation an oa Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ********** ** * ********************* **************a:******* ** * *** ** ****** : ******: x*: x**a: ****a:***:x*** **** *** * **** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT PA,- ) NAME: ( e - rn �a �). f co ,n DATE: q g g v ADDRESS: ?)yS lel F to (--N S r to 1 '‘ ,SN. ®r e> S 1 3'3 1 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. 1 fMAWr_ AVJAG strati t to $;0r?, aVITI ) i A u149 fraiii0,121rt 'aTtreA y� erig,zeR6a�' %.. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate contract disputes. `6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of Produced there License or Initial Initial Initi 200t By £V+ ti LJ s ? who was personally known to me or who has as identification. Date: 1/V05. Building Critique Sheet Provide Design Pressures for all openings to receive new wr hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305- 7954204 Miami Shores Village Building Department Permit No: RC- 0g- /( 2- 3 Job Name: 61) c" Page 1 of 1 10050 N.E. 2 " Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Date: 9 —/ 7 —® P Claudio Grande CBO 305 -795 -2204 Miami Shores Village Building Department ocP 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- ®P /62 3. Job Name: &U)1 J bA) 6. Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. I, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; UU8 OV+ IOL DATE: ereitio 01801 ocilalpt ❑ Contractor \Owner ❑ Architect Picked up 2 sets of plans and (other) VI1 c' Y s Address: 34S AZ , From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: 0- PERMIT CLEARK INITIAL: RESUBMITTED DATE: \O V SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS I BLDG DEPT I ZONING DEPT I APPROVED IPERMIT #: WS UT -1b23 1 A. BY liami Shores Villa! DATE 1 cw 01& 65 1 54 F /Dor 2— h.p&e..:r No Siµ &s5 C O.(' CA._,. S NE /Do r -cd H ; a S Ivtc_5_,J L 33/ • • • • • • • • . . • 0000 • •• •..... • •••• • • •••• • • • •• • • • •••• • •• • • • • • •• •• • • • • • • •• • • •• • • • • •• • • J .0000. • • • • • 0 00 0 •• • • •. • • • • • • •.•.. •..... • • ..0.0• • • .....• • • ty 2 r' Floor 1 k 0 .85 410 SV0*.k 3 M C oo Vor te � Sw v e 5, f= L 3 s ► 3 $ •••• • • • •••• • • • •• • • •• •. • • • • • •• •• • • • • • • • • • • •• • • • •••• •• • • • • •• • • •••• • •••• •• • • • • Of • • • • • • • • • • • . . • • s Mean Roof Height (Ft.) DESIGN PRESSURES (PSF) FOR ZONE 4 Mean DESIGN PRESSURES (PSF) FOR ZONE 5 Span ,( 7' -9" 7' -9 ",( Span ,( 12' -3" Span ),12'-3" Height Span ,( 7' -9" 7' -9" ,( Span ,( 12'-3" Span ),12' -3" (•1 (-) (•) ( -) (•) ( -) tFt.) (•) ( -) (•) (-) (•) (-) 0 -15 42.5 48.1 40.4 43.9 37.7 41.3 0 -15 42.5 58.7 40.4 52.0 37.7 46.5 15 -20 45.2 48.9 42.9 46.7 40.0 43.9 15 -20 45.2 60.2 42.9 55.3 40.0 49.4 20 -25 47.4 51.3 44.9 48.9 42.0 48.0 20 -25 47.4 83.1 44.9 57.9 42.0 51.8 25 -30 49.2 53.3 46.7 50.8 43.8 47.8 25 -30 49.2 85.6 48.7 60.2 43.8 53.8 30-40 52.3 58.8 49.8 54.0 48.3 50.7 30 -40 52.3 69.7 49.8 63.9 46.3 57.2 40-50 54.8 59.4 52.0 58.8 48.8 53.2 40 -50 54.8 73.1 52.0 87.0 48.6 59.9 50 -60 56.9 61.7 54.0 58.8 50.5 55.3 50-80 58.9 75.9 54.0 69.6 50.5 62.3 80 -70 58.8 58.8 58.8 58.8 53.5 55.4 80 -70 58.8 107.8 58.8 107.8 53.5 92. 70 -80 80.5 80.5 80.5 60.5 55.0 57.0 70 -80 80.5 110.9 80.5 110.9 55 95.4 80 -90 82.0 82.0 82.0 62.0 58.4 58 80 -90 82.0 113.7 82.0 113.7 56.4 9 90-100 83.4 83.4 83.4 83.4 57.6 59.8 90-100 63.4 118.2 63.4 118.2 57.6 100.0 100 -120 65.9 65.9 85.9 85.9 59.9 82 100 -120 65.9 120.8 85.9 120.8 59,9 103.9 120 -140 68.1 88.1 88.1 88.1 81.9 84.1 120-140 88.1 124.8 68.1 124.8 81.9 107.3 140-160 68.2 88.2 68.2 68.2 62.0 84.3 140 -180 68.2 125.1 68.2 125.1 82 107.6 180 -180 71.8 71.8 71.8 71.8 85.2 67.8 180 -180 71.8 131.5 71.8 131.5 85.2 113.1 180 -200 73.4 73.4 73.4 73.4 68.7 69.1 180 -200 73.4 134.5 73.4 134.5 86.7 115.7 200 -250 76.9 76.9 76.9 76.9 69.9 72.5 200 -250 76.9 141.0 78.9 141.0 69.9 121.2 250-300 79.9 79.9 79.9 79.9 72.8 75.3 250 -300 79.9 148.5 79.9 148.5 72.8 126.0 300 -350 82.5 82.5 82.5 82.5 75.0 77.8 300 -350 82.5 151.3 82.5 151.3 75.0 130.1 350-400 84.9 84.9 84.9 84.9 77.2 80.0 350 -400 84.9 155.8 84.9 155.8 77.2 133.8 400-450 87.0 87.0 87.0 87.0 79.1 82.0 400-450 87.0 159.5 87.0 159.5 79.1 137.2 DRAWN: M.V. CHECK: E.E. DESIGN: E.E. CHECK: M.V. APROVED BY: M. Villanueva WIND PRESSURES FOR COMPONENTS AND CLADDING, FLORIDA BUILDING CODE (2004) & ASCE 7 -02 V • • enshioarlog, Ono. C. of A. No. 27833 11278 S.W. 153 PLACE MIAMI, FLORIDA 33196 TEL: 788- 281-6968 TEL: 305-761-9493 Peak Roof Height WALL ZONE (ISOMETRIC) NTS a:10% of least horizontal dimension or 40% of Mean Foof Height, whichever is smaller, but not less than 4Z of least horizontal dimension or 3 Ft. GENERAL NOTES 1. Design Parameters: MIAMI-DADE COUNTY Wind Velocity: 146 MPH Exposure: C Wind Directionality (Kd): 0.85 Importance Factor (1): 1.0 Topographic Factor (Kz): 1.0 2. Linear interpolation for intermediate values of height and areas is acceptable. 3. Table with zone pressures is valid for walls only not for roof. 4. If the mean roof height cannot be identified use peak roof height. 5. Identify zones of the opening as per figure (Isometric). MOMEVMD1 OCT 1 4 nu AJJ ws0t-10 BY: alt 21 ad Morgan Villan eva P.E. FL. License No. 60292 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. O • cola; Descri , don of Window Product Acee• mace Product A .. royal • • . , , : D __, : , Ro _ h 0 shutter Re aired Mallon R . aired Im et n or oar or'" il n � ,,. r �" in ,h1, ��r5 t +)PSP h) t +) .O PSF - - n� . ,. MNI . - . IIMIIIIIHIM'311111111IIIIII MUM '' - c a *46.n -LIB (,,2.. MN I N Pll [WM I TI Ill Pgil 4 - !MEI • • • • • • • • •••• •• • • •• • • • • •••• •• __•■ •••••• •• • • • • _ • • • • •••• • • • • • • • ••••� •••••• • • • • • • • ••••• • • ••••• •••••• • • • 000000 • • •••••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Avenue Miami, FL 33147 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -342, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 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 in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0424.01 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. c8/2 -3/2. o0 7 • • • • • • •• •• • • • .. •• .•. • • • • • • • • • • • • • • • • • •0 • . • • • • • MIAMI-DApE COUNTY, FLORIDA • . ..• • • 1¢I'iRQ- I�ADE. FIr1 BUILDING • • .• • • • • • • 0 • • • • • • • • • • • 140 WiESST.`Fd.AGLEjt•STIVET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • ' • • • • • • • . v4�w.miamidade.aov • • • • • • ... .. • NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 Page 1 Hurst Awning Co., Inc. 1. EVIDENCE SUBMITTED UNDER PREVIOUS M'P1 OVAL. # 9;0¢ZI.06 • A. DRAWINGS .. ::.' • • • 1 . Drawing No. 99 -109, titled " 0.050" Aluminum,�torrn Pan p bj Knezevich & Associates, Inc., signed and sealed by V. .1. Knezevich, P.E., dated June 8, 1999, last revision #1 dated July 20, 1999, sheets 1 through 4 of 4. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC -99 -023, dated May 14, 1999, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated June 10, 1999, pages 1 through 33, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated May 4, 1999, for Aluminum Alloy 5052 -H32 by Amcrimet, with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 530E, dated May 13, 1999 for sample #99 -023, in accordance with ASTM E8, signed and sealed by Ramish Patel, P.E. 2. EVIDENCE SUBMTTED UNDER PREVIOUS APPROVAL #02- 0315.02 A. DRAWINGS See NOA 99- 0621.06 B. TESTS See NOA 99- 0621.06 C. CALCULATIONS See NOA 99- 0621.06 D. MATERIAL CERTIFICATIONS See NOA 99- 0621.06 E. STATEMENTS See NOA 99- 0621.06 E -1 • • •.. • • ••. • • • • • • • • • • . • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •... . • • ••••1• • • • • •• • • • .• • • • • • . • . . ' • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' • ' '.' elmy A. Maker, P.E., M.S. Product Control Examiner NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 • Hurst Awning Co., Inc. • • • • ▪ • •. . • . • •• • •••• • NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIL l ED' • F. OTHER See NOA 99- 0621.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0624.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. • • ••• • • • ••• . • • • • • • •. ••• • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • o o OOOOOO • • • • . . . •• • • •• E. STATEMENTS 1. Statement letter of no change, issued by Hurst Awning Co., Inc., signed by Frank Cornelius, dated 6/21/02. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0731.15 A. DRAWINGS 1. Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., dated July 19, 2002, last revision #1 dated August 26, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 ga. Steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -98 -044, dated September 08, 1998, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated July 22, 2002, pages 1 through 16, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. None. E -2 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07- 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 Hurst Awning Co., Inc. B. TESTS 1. None. C. CALCULATIONS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • • ... • .. .. • • • • .•. • .. . • • • • • • • • • • •.• • • • • • • • • • • • • • • • ... • • • • •l. • . . . . . . ▪ • ▪ • • ▪ • • • . • • • • . • • • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • 5. EVIDENCE SUBMITTED UNDER PREVIOUS 0 6;V4 24 o Q 1 A. DRAWINGS .. • :: •• : r. :...' 1. Drawing No. 06 -342, titled " 0.050" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by J. W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 • y A. Makar, P.E., M.S. Product Control Examiner NOA No. 07. 0322.03 Expiration Date: 08/19/2008 Approval Date: 08/23/2007 01879" NI 2.000 ", 4 1.500" 12.500" COVERAGE 15.375" M STORM PANEL t� 11 SCALE s 3" = Y -0" 1.6 5" 980 " .980" 1 .800" .315" R 1.800" 7 0 .120" 2.000" PRODUCT MARKING LOCATION 1. .440" 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE NOM1 BY MIAMI -DADE COUNTY PRODUCT CONTROL. DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 EDITION WITH 2005 SUPPLEMENT. 2. NO ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS SED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WIND VELOCITY. FOR WIND LOAD CALCULATIONS V IN ACCORDANCE CEWITH GOVERNING A DIRECTIONALITY FACTOR OF Kd = 0.85 SHALL BE USED. 4. FOR SITE SPECIFIC APPLICATION ARE GENERIC UTTER SYSTEMCLUDE INFORMATION 5. USE OF THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE PER�OVIDEDNTTHE CONTRACTOQR OES SUITABLE � EITE FROM THE CONDITIONS CONTRACTOR NOT DEVIATE IN EITHER FORM�OR MATERIAL FROM THE STRUCTURAL DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL. DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. A) SEALED JUSTFY T EEEDEV LICENSED SAID OR REGISTERED SHALL PREPARED, SUBgHITT THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION T HE BUIL OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANDI SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION ZONE AREAS ONLY D OPTIO DEVIATIONS " L BE ACCEPTED BY THE VELOCITY OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END of THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS, M3- HURSTTAAWNINO NC. A M7DADE COUNT TPRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 5052 -H32 WITH THE FOLLOWING BARE METAL. THICKNESS AND ME NO N MI NAAL 05 10.085" 4 MIN. BARE METAL THICKNESS), WITH A MIN. Fy= 29.2 K51 11. ALL T TENSILLE STRE8NRGTH SHALL 6 0 K GALVANIZED 60 STAINLESS STEEL WITH A 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS FOR A h . E M AY B MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT 14. LOCATION ON ANY WARNING NOTE COMPONENTS OF THE STORM PLACED IN SYST EM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. N TOP MOUNT 0 N 6.250" COVERAGE ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. 0 STORM PANEL SCALE s 3" = 1' -0" 2 " /� DECORATIVE ¢ANAL 3 ALLOT) C -TRACK 88 C / SLIDE TRACK O WING NUT 2' x 2' x 0.05' TUBE ` "' SCALE s HALF SIZE SCALE s HALF SIZE SCALE s HALF SIZE 10 OENBTAL NOTES SCALE , HALF SIZE PRODUCT MARKING LOCATION { WIDTH UNLIMITED 1 PERP TO PANEL SPAN) I TYP SECTIONS .375 "T -! W 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS, BOTTOM MOUNT 1 TYPICAL VERTICAL MOUNT W/ STRAP ELEVATION N.T.S. BIB :„ STRAP ON BACK F PANEL HOLLOW GCONCRETE, L R WOOD FRAMING (TYP.) WALL / DIRECT MOUNT in it .06 - DETAIL 1 ALUM. ANGLE CLOSURE PIECE 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. 5 0 (D 1� p" MINI sm •U V�ERLA A-# Baldtas Cello Aceeluxeee N00 - o32Z.o3TRAP MOUNT Da o =7LLTf - o g Ey . ... • 2.250" 062" 1/4 -20 STUD x 3/4" LONG @ 12.5" 0.C. TOP WIDTH UNLIMITED day MOUNT I PERP TO PANEL SPAN) 611.1 TYP. S CTIONS Dirislon LAN .375" 2.250" 0.625» 375 .625 ++ x 12,5 LONG I (412.5 "O.C. 12x" � l BOTTOM MOUNT `•.��: TYPICAL VERTICAL MOUNT W/0 STRAP ELEVATION N.T.S. N O - - 1/J, =1 X.X. TYPICAL CLOSURE DETAILS SCALE: 1 -1/2" 0 1' -0" (PLAN VIEWI PRODUCT REVISED as BoldI8g CCod'e� 1 Expiration DUO �: A FOR 1" x 2" x .125 ", 140 P.S.F. MAX.. USE 1/4 "0 FASTENER (0 12" 0.C. FOR 2" x 5" x .125 ", 56 P.S.F. MAX.. USE 1/4 "0 FASTENER 01110" O.C. 1/4 -20 MACHINE (STUD DIRECTION MAY BE R '1,P1 -25 TYP. 2.00" k �, 1.00" MIN. ,I 5.00" MAX. O le HEADER O'U' HEADER O STUD ANGLE O ANGLE SCALE : 3" = 1' -0" SCALE s 3° = 1' -0" SCALE s 3" = 1' -0" SCALE s 3" a 1' -0" 1/4 -20 STUD .190° .376" i 7 rr III��S 1- 452° x, ; 1.5" Y P AN E LS WITH WASHER W @ -1/2 O C. `- , 0.090" (TYP.) 11 STUDDED STRAP WJDEIO 12 STRAP (SUPPORT AT PANEL MID-SPANI 1S 'P TRACK SCALE s HALF SIZE SCALE s HALF SIZE SCALE, 3" = T -0" Nr -3/32° DETAIL 1 n LL� 11111111111 1 tinz 5" REF. .41.000 1/4' -20 SIDEWALK 14 BOLT FOR SLIDE TRACK SCALE HALF SIZE •••• V' DETKILT 1 SCALES •••• • OVERLAP WALL BEYOND • • • • WINDOW DISTANCE 1.5 TIMES • • • • • • GREATER THAN BUILD -OUT • • �1/4 AK • • DISTANCE (NO CLOSURE ANGLE WS 'DL • • •• FOR 1" x 2" x .06 1 MAX., USE 1/4 "0 A STEN I STANCE T ([50 12 0.C, N. x 5" x .125 ", DISTANCE 56 P .S.F. MAX 70 •C• 1/ "3 I� FASTENER @ 10" 0 . ALUM. ANGLE CLOSURE PIECE 1" x 2" x .062" 2" x 5" at .125" BUILD -OUT MOUNT MI • •••• • • •••• •• • • •• • 06-3 (sheet 1 of 5( 3 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD PENETRATION FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS GLASS 0 DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) °® OR EMBED. FASTENER (* 12 -1/2" O.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE REMOVABLE ANCHORS W/ WAFERHEAD (3/4 "9!) OR TRUSS HEAD LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT.C1 CONVECTION TYPE FREFERENCE X. SPACING SCHEDULE WALL MOUNT SECTION SCALE : 3" = V -0" PENETRATION OR EMBED. 5/8" MAX. X 2 CCOON C TION TYPE SCHEDULE FOR MAX. SPACING 1/2" _- 1/4" MAX. O "h" HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2° i /4" MAX. 0.625 2 "x2" STUD ANGLE 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION OR EMBED. (TYP.) WALL MOUNT SECTION SCALE : 3" = V -0" z w C d o EXISTING CONCRETE. HOLLOW BLOCK OR WOO FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 2" x 2 "O4 CONT. C8 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4" MAX. /4 -20 x 3/4" MACHINE SCREW C8 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" M 0 O CEILING/FLOOR MOUNT SECTION SCALE : 3" = T -0" r 5 -1/2" x 3/16" 6063 -T6 ALUMINUM PLATE *14x1" TEK SCREWS BETWEEN TRUSSES " x 2" 4 CONT. SEE TA 2 FOR MIN. SEPARATION FROM GLAS CB CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) E EQ W t- z : aJ ¢_ ... v '5 W THREE - 1/4 "•x 3" WOOD LAG SCREW @ 24" O.C. MAX. W/ *14 TEK SCREW BETWEEN JOISTS P NETRATION OR EMBED. GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS O CEILING /FLOOR MOUNT SECTION 1' E SCALE : 3" = -0" ri 1/2° O *14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @ 12° 0.C. TYP. I ,TOP & SOT. 97 0.625 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. O WALL BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" SEE TABLE 2 POR MIN. SEPARATION FROM GLASS EXISTING WOOD JOIST 4" MAX. •C S _11- < W cc w a�+ o N wQ ln en PENETRATION OR EMBED. PENETRATION OR EMB MAX 0.625 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PROOLICTREIVEMED 113 gOOPIOng 1 the IMedela Belding c..g. *moms No EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 01 C N ECC T O FOR SCHEDULE FOR MAX. SPACING c? SHORT LEG MAY TOWARDS REVERSE( THE OPENING 1/ 4° MAX. O STUD ANGLE WITH 1/4 -20 x 3/4" MACHINE SCREW C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. • L .x 0 • •hj( 0.x SCREW • :: • EXISTING COQN1�CCRgE_TE, • • • • • 5/8" HOLLOW BL • • • • MAX. ANCHOR R scReoutE• • • • BASED ON TYPE OF STRUCTUR • • • • • WALL MOUNT SILL SCALE. 3" =I'-0" • • PRODUCT E LV98EIJ • • • • • es exexplylrx e41 @ she F • BuSdi. C 11 Arnp2 :;- a r4 , � . a/ 03 • esy3 acv, )aria .07 oe Bv / i iJ fwd Osvtiw • •• • • 1/4" • • • MAX. • •••• • • •••• 04/04/2006 06-3 (sheet 2 of 51 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE ilk ACTUAL SHUTTER SPAN I T - IN) MINIMUM SEPARATION FOR NSTALLATIONS 30' OR GLESS RADE ABOVE NICHES) MINIMUM SEPARATION FOR INSTALLATIONS ABOVE GRADE INCHES) WITH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 -1 3 3 -3/4 3 3 50.0 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 -3/4 3 -3/4 2 -3/4 2 -3/4 60.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/2 3 2 -1/2 2 -1/2 _ 70.0 .. 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/8 3 -3/4 2 -3/8 2 -3/8 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 -20 HEX HEAD BOLT SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) W W EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLAS PENETRATION OR EMBED. 5/8" MAX. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING m X am J 1- W Z w J 0 I U N a El Z ma 1/2" C3 CONNECTION TYPE PENETRATION /8" REFERENCE ANCHOR OR EMBED. (TYP. MAX. SCHEDULE FOR MAX. O WALL MOUNT F-TRACK SECTION SCALE a 3 "n r- 0" x E J T A B L E 3 MAX STORM PANEL SPAN SCHEDULE FOR F -TRACK 801 W/ ANY HEADER DESIGN LOAD tem W 70.0 80.0 90.0 L MAX. 07-00 7 -11 7 -5 7 -0 J A PO N N TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT #7 TAP DRILL W/ 1/4 -20 NC THREAD /4 -2 HEX HEAD NUT (SPACER) REFERENCE C p ANCHOR SCHEDULE FOR MAX. SPACING O AF WER HEAD BOLT ASSEMBLY 'SCALE : 3" = V -0" 1/4-20 NUT 18 NOT NECESSARY IF NOT USED AS INSIDE NOUNS #7 TAP DRILL W/ 1/4 -20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR A TRUSS HEAD BOLT e .0"" .0322.03 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" O.C. T A B L E 2 FINAL LOCATION OF STUD (TYP.) 0 314' STRAP ASSEMBLY (SILL 0 Y - ISOMETRIC VIEW) SIDEWALK BOLT ASSEMBLY FOR ®- SIdLAR 400 STRAP) N.T.S. NOTES 1. 1/4 -20 HEX •HEAD NUT (SPACER) • (a TYP. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TABLE 41 STORM PANEL SPAN OR DETAIL(7) DESIGN LOAD IFT-0O 60.0 7 - 6 75.0 6 - 0 0 TYP.' PM NUT (TYP.) 1 1/2" NOTCH (TYP. BOTH SIDES) FLO R OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDIO ANGLE 4 OR W LL MO NTED SLIDE C- RACK 6 OR (SEE DETAILS B.. D, E, OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE. THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANE FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF DETAIL SHALL BE IN CONJUCTION WITH AN "h" HEADER OR "U "HEADER TOP MOUNT. O U OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N.T.S. T A 8 L E 1 STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) 30.0 35.0 41.6 45.0 50.0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 FOR ALL MOUNTNG COMMONS EXCEPT F -TRACK SEE DETAILS L MAX. (FT 10 - 6 10 - 6 1 0 - 1 9 - 10 9 - 4 8 - 11 8 - 6 8 -5 8 - 2 7 - 11 7 - 9 7 -8 7 -5 7 -0 6 -3 5 -8 5 -3 4 - 10 4 - 6 4 -2 3 - 11 3 -8 3 -6 • 3 = 3 • 3• -'b •••• • •••• • •• • • • " LONG HANDLE • RIVETED 4 /181 WOWS • • 1• •• ^ "7 ••••••• •••• ••�• • • " TYP • • 3 1P•.00•lsN1 STAINLESS STEEL • • • • BOLT4P.1 • ••• Q li SIDt 1 ( 0 4p) • • •••• •I"P.OVOCVIEVISED • • • • e4s3LnptyJ6(It wlih Este Flom • B®It4 uagC^e • p Amsptan Ale 00 -O tib Ex ...:Orc Dade 0 •••• • • J W. Knezev)ch Pmlm9 BIM's] . BIM N. Lkerre PE 0141P61 DF IN O canyon [ tl° 04/04/2006 wk AS NOTED ••• • UUa la] 06-3 'sheet 3 of 51 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ,nail% BOG ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE MOTE 1) SPANS UP TO 8' -B" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5 -0 (SEE 6014 1) SPANS UP TO 8' 41" (NE NOTE 1) SPANS UP TO 10' -6" (SEE NOD? 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (5EE C2 607E C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 16 - 7 `"""" ""t "" 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT QM 9,100 P.Bl. CONOPETD 35.3 16 16 16 16 15 16 9 16 16 8 16 625 16 16 7 16 16 16 16 16 16 10 16 16 10 16 7 16 16 8 47.2 16 16 16 16 11 14 5 14 14 68 12 3 11 12 5 16 16 16 16 13 16 5 16 16 8 13 4 12 13 625 62.2 16 8 16 16 8 11 3 7 11 4 9 j 5 9 4 16 9 16 16 10 12 3 8 12 6 10 3 5 10 5 72.0 16 625 16 16 7 9% 16 5 9 4 9 9 5 9 4 16 7 16 16 9 10 3 5 10 5 10 3 5 10 5 122.0 9 // 5 9 4 9/ 122.0 5 9 4 9 / 5 9 4 11 3 6 11 5 10 3 5 10 5 10 3 5 10 5 - �„�,,��.� +�. �� +�e��' ^�' ' ^ * / "' ° ° ° " "` ° `' " ° ' 1/4'0 ELCO MALE/ FEMALE 'PAHELMATE' W/ 1 -3/4 MIN. EMBEDMENT b V4 -20 MACHINE N SCREW WITH NUT QNN E K31 comma, 35.3 16 16 16 16 16 16 13 16 16 12 16 8 16 16 10 16 16 16 16 16 16 13 16 16 14 1 16 9 16 16 11 47.2 16 16 16 16 16 16 7 16 16 9 16 5 15 16 7 16 16 16 16 16 16 7 16 16 10 16 5 16 16 8 62.2 16 12 16 16 12 16 4 11 16 7 13 4 7 13 6 16 12 16 16 14 16 5 i 11 16 8 14 4 7 13 625 72.0 16 9 16 16 10 13 4 7 13 6 13 4 7 13 6 16 9 16 16 12 14 4 7 14 7 14 4 7 13 68 122.0 14 4 7 14 68 13 4 7 13 6 13 4 7 13 6 14 4 8 14 7 14 4 7 13 6.25 14 4 7 13 68 1/4 W/ L STEEL get * *---I "0 POWERS CALK -IN 7/8" EMBEDMENT 1/4-20 STAINLESS 35.3 12.5123 123 125 12 5 124 12.5123 10 12.5 10 12.5 123 8 12312.5 125 12.5 125 125 123 12.5 123 123 123 12.5 12.5 12.5 47.2 12312312.5 123 12.5 12.5 8 12.5125 7 12.5 6812.5125 6 12.5 123 123 12.5 123 12.5 11 12.5125 12 12.5 8 123125 9 62.2 12.5 12.5 123 12.5 9 12.5 5 12312.5 5 123 4 8 12.5 4 12.512312412512312.5 7 12.5125 9 123 5 10 12.5 7 72.0 12.5 11 125125 8 12.5 4 8 12.5 4 12.5 4 8 128 4 123123125125128124 5 10 12.5 7 12.5 5 10 12.5 7 MACHINE SCREW 8m0 PB1 memo 122.0 12.5 4 9 123 5 12.5 4 8 123 4 12.5 4 8 124 4 125 6 11 124 8 12.5 5 10 12.5 7 125 5 10 125 7 Q 35.3 16 16 16 16 12 16 7 16 116 7 13 5 13 13 6 16 16 16 16 15 16 8 16 16 9 14 5 1414 7 1/4 "• POWERS ZAMAC NAIL-IN PEI. OBI' 3500 Pad 00N 0I ✓ 27 13 47.2 16 14 16 16 9 12 4 12 12 5 9 3 9 9 4 16 16 16 16 11 13 4 13 13 675 11 3 10 11 5 62.2 15 7 15 15 7 9 68 4 9 7 4 3 7% 7/ 4 4 7 7 3, 3 16 15 8 6 16 16 8 15 15 7 10 8 3 / 7 10 4 8 5 4 8 8 /; 4 8 7 4 8 4 4 72.0 13 5 13 13 6.a 7 122.0 8 / / 4 8 3 7/ 4 7 3 7% 4 7 3 9% 5 9 4 8/ 4 8 4 8 T/ 4. 8 4 0•L 35.3 16 16 16 16 16 16 11 16 16 9 16 7 16 16 7 16 16 16 16 16 16 12 16 16 11 16 8 16 16 9 3/8"0 POWERS TAPPER W/ 1-V4" MIN. EMBEDMENT 8000 Pad CONCRETED 47.2 16 16 16 16 12 16 625 16 16 7 14 4 13 14 5 16 16 16 16 15 16 7 16 16 8 16 5 15 16 7 62.2 16 10 16 16 9 13 4 9 13 5 11 3 6 11 4 16 11 16 16 11 15 4 10 15 6 8 13 3 68 12 5 72.0 16 8 16 16 8 11 3 6 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 625 12 5 122.0 12 3 68 12 4 11 3 6 11 4 11 3 6 11 4 13 3 7 13 5 13 3 625 12 5 13 3 68 12 5 1==[0f2225921M. 1/4'6 TRU -PAST TAP GRIP CP W /2- V4 "MIN. EMBEDMENT M. 9000 PM CONCRE1E/ 35.3 16 16 16 16 16 16 11 16 16 10 16 7 16 16 8 16 16 16 16 16 16 12 16 16 11 16 8 16 16 9 47.2 16 16 16 16 13 16 6 16 16 7 15 4 14 15 6 16 16 16 16 14 16 7 16 16 8 16 5 14 16 6 62.2 16 11 16 16 10 14 4 10 14 5 12 3 6 11 4 16 11 16 16 10 15 4 10 15 6 12 3 6 12 5 72.0 16 8 16 16 8 12 3 6 12 5 12 3 6 11 4 16 8 16 16 9 13 3 6 13 5 12 3 6 12.5 122.0 12 3 6 12 5 12 3 6 11 4 12 3 6 11 4 13 3 7 13 5 12 3 6 12 5 12 3 6 12 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •3nais •isoa ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5' -0" (5E5 NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (5EE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 I DOOM :=1.iilil @IP60.16911pyp. 1/4 °0 WOOD LAO W/ 1 -3/4' M1N. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAN 35.3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 47.2 16 16 16 16 14 16 13 16 16 8 16 10. 16 16 6.25 62.2 16 16 16 16 11 16 9 16 16 625 16 7 13 16 5 72.0 16 16 16 16 9 16 7 13 16 5 16 7 13 16 5 122.0 16 7 14 16 5 16 7 13 16 5 16 7 13 16 5 1k 1Y i "' " " " " " " "` "" 1/4.0 TA"ELMATE° ELCO MALE/ FEM W/ W/ PENETRATION WITH NUT SCREW MACHINE & 1/ WITH 35.3 16 16 16 16 16 16 16 16 16 14 16 16 16 16 11 47.2 16 16 16 16 16 16 13 16 16 10 16 10 16 16 8 62.2 16 16 16 16 13 16 9 16 16 8 16 7 13 16 625 72.0 16 16 16 16 11 16 7 13 16 6 8 16 7 13 16 68 122.0 16 7 14 16 7 16 7 13 16 6.25 16 7 13 16 68 [>1•1112 1/4 TRU -FAST W/ ,1/4 I N. PENETRATION 35.3 125 123 123 12.5 625 123 8 125 123 8 125 5 123 123 625 47.2 123 123 125 123 10 123 4 12.5 123 6 11 3 10 11 5 62.2 12.5 8 123 123 7 10 3 7 10 4 8% 4 8 3 72.0 123 6 123 43 68 8 j 4 8 3 8 4 8 3 122.0 9 . 2 ; / , ' 5 9 4 8/ 4 8 3 8/ 4 8 3 4 SEE PAGE 6 FOR COMPLETE ANCHOR N01EG PROIRICTRIMEWRD ca6 wNi0 BR F1022216 Wan A6apta6014s - 032-.03 • aicrA• ��. WI/ a8 Division • • • • • •• • OOOOOO • •••••• •••• • • •••• OOOOOO • • •• • 1 D • tomplying nest Es. Ron s 7IL e • •• BY • ConIP01 • • • • • • • • •••• • •• • • ••• • •••• • • • ••• •• • • • • • •• 0 v 0 O O 0 ORN !MP sa t I ] - W. Knezea)c P cano No bgleer tl Fl Caeo:b. PE 0011PA1 ••• • de10 04/04/20061 A5 NOTED am.np m 06 -342 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VAIOOUS DESIGN LOADS MD SPANS wnaus us= ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3 C3 C4 C5 CONNECTION Cl (SEE C2 TYPE NOTE 3 C3 C4 C5 CONNECTION (5EE C1IC2 NOTE C3 TYPE 3 C4 C5 CONNECTION (SEE C1 C2 TYPE NOTE 3 C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 )19018 313H9H00 MOT OH 35.3 16 16 16 16 8 10 4 10 10 5 8 3 8 8 4. 16 16 16 16 10 12 5 12 12 6 9 3 9 9 5 3. " . " . "" "p " "` " " "' L EMBED T 47.2 13 9 13 13 675 8 . 1,4 8 8 625 4 5 675 3 15 10 15 15 7 9 3 9 9 4 7 4 625 7 3 62.2 10 4 10 10 5 6 V �3 iA 5 MU 5 11 11 6 53S OA 4 6.25 3 5 Wiper �% 3 5 or 72.0 9 3 9 9 4 5 ii 5 %��r� % 5 4 10 10 5 5 3 5 3 5 122.0 5 i3/� %/pia 5 / /3LEi3I �� / /E• 3 6 3 5 3 5 5 60= , Y; 35.3 16 16 16 16 12 13 625 13 13 7 11 4 11 11 5 16 16 16 16 15 16 16 16 8 14 14 14 7 47.2 16 12 16 16 9 10 3 10 10 5 8 A o 7 8 4 16 15 16 16 11 12 12 12 629 10 9 10 5 1/4 ELCO PC W/ j �jgp,I, EMBEDMENT 62.2 13 6 13 13 7 7 5 7 4 629 3 625 3 16 7 16 16 8 9 6. 9 5 5 8 4 8 4 72.0 11 4 11 11 6 65 / 3 625 3 625 3 675 3 14 5 14 14 7 e 3 / 4 8 4 4 8 4 122.0 673' 3 625 3 629' 6.5 3 675 or 625 3 8 4 8 4 8 4 8 4 8 4 8 4 Ye .n•.:n. :,n:�� , .��;��„ ate j P7 1 /b•A " ELCO MALE / FEMALE a v4 -20 naa9Ne IX EMBEDMENT T/ 1 -t/4 MW. EMBEDMENT SCREW WITH NUT 35.3 16 16 16 16 11 15 7 15 629 13 13 5 16 . 16 16 13 16 16 16 7 13 5 13 13 625 47.2 16 14 16 16 8 11 4 11 4 9 9 4 16 16 16 9 12 12 12 5 10 3 9 10 4 62.2 15 7 15 15 6.75 8 8 3 7 7 3 16 16 16 7 9 6,79 9 4 7 4 7 3 72.0 13 5 13 13 5 ,d 7 7 3 7 7 3 13 13 13 625 7 4 7 3 7 4 7 3 122.0 7 4 7 3 7 7 3 7 7 3 8 4 8 3 7 4 7 3 4 7 3 yp 1 /4•1e POWERS CAL M -IN W /T /8•EMBEDMENT TEM M CHI NXNLESS STEEL MADONE SCREW 35.3 12.512312.5 125 9 12.5 © - r 125 5 11 11 4 123 r. 12.5 12.912.51 123125 8 12.5 12.512.5 7 47.2 12.5 0.5125 7 10 10 10 4 8 % 3 12S r - 125123 11 12.4 125 615 10 3 9 10 5 62.2 123 12S 123 5 7 5 7 3 6.75 9 12512.5 8 012.9 9 635 9 4 8 4 8 4 72.0 11 11 11 4 6.25/ 3 6.25 65 12S 173123 7 8 4 8 4 8 4 8 8 4 22.0 125 6.23 3 6 / 6.29 3 635 � 674 / 8 4 8 4 , 8 4 8 4 4 8 4 vTAP T EMBEDMENT 29N. PtBWM 35.3 16 16 16 9 11 11 11 5 9 3 4 16 . 16 16 10 11 11 11 5 9 3 9 9 4 47.2 14 14 14 7 8 8 8 4 625 . 3 14 14 14 7 8 8 8 4 674 674 629 3 62.2 11 11 11 5 675 465 3 5 3/ 11 11 11 5 6.25 A 4 5 / , 5 72.0 9 3 9 9 4 5 i�i3 3 �6 rA �3 5 r 122.0 5 r 3 5 �/ %/ � © � 5 �� FAME rZAI E/1 5 v 9 If =0XXXO> 35.3 16 16 16 16 16 16 11 16 16 9 16 7 16 16 7 16 16 16 16 16 16 16 16 11 16 8 16 16 47.2 16 16 16 16 12 16 6.25 16 16 7 14 4 13 14 5 16 16 16 16 15 16 16 16 8 16 5 15 16 7 3/B"6 POWERS TAPPER W/ APPS ROM. EMBEDMENT 62.2 16 10 16 16 9 13 4 9 13 5 11 3 6 11 4 16 11 16 16 11 15 10 15 625 13 3 625 12 5 72.0 16 8 16 16 8 11 3 65 11 4. 11 3 6 11 4. 16 9 16 16 10 13 7 13 5 13 3 625 12 5 122.0 12 3 65 12 4 11 3 6 11 4 11 3 6 11 4 13 3 7 13 5 13 65 12 5 13 3 12 5 35.3 16 16 16 16 9 10 4 10 10 5 8 3 8 8 4 16 16 16 16 11 11 11 11 625 9 3 9 9 5 tr 1 47.2 13 9 13 13 6.5 7 7 7 3 615 5 65 3 15 10 15 15 8 8 8 8 4 1" 65 7 3 1 /4 "A POWERS NAIL -IN W/1-V21" N01. EMBEDMENT 62.2 10 4 10 10 5 5 4 5 3 s .4 4 4 11 5 11 11 6 6.25 A 4 675 3 5 Ai 5 3 72.0 8 3 8 8 4 '' 4 5% M 4 3 9 9 5 5% 3 5 3 5 5 3 122.0 5 i3I //i•i i,� 4 �� // JN 3 5 3 5 �� NMEI 3 0 c 33 04 ANCHOR NOTES 1. SPANS AND LOADS SHOWN HERE ARE FOR DTERM00 ANCHOR SPA= ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC Loam MUST BE UNITED TO THOSE SHOWN IN TABLE 1 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF SECTION DETAILS FOR IDENTIFICATION APPROPRIATE CONONECTION CONNECTION SEE MOUNTING 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE . FIELD VERIFY THAT FASTENERS FRAMING, ADEQUATE WOO CONDITIONS M IME CLOSURE PIEC 5 000. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING„ FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD JTUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 6.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 TO EMBEDDED CALK -TIN AND MAY HAVE EIITHER A PAN HEAD TRUS THREADS OR TRUSS HEAD BOLTS L IN MOUNT USE PORT PORTION F SIDEWALK LE SLOT. 9. % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. NUT OR �W WING EMOVABLE REMOVABLE BY ARE REQUIRED DIRECT MOUNT VALUE SPECIFIED IN ANCHOR SCHEDULED ONLY. SPACINGS SHALL NOT • • • • • •• • •••••• • •••••• •••• • • •••• •••••• • • •• •• PRODUCT REMISED 8mMIn3 • y 0015rMa Aceept nt •yo Dale 101367105 PRODUCT RIZIVEMID as ce•ViSeg .4th *.e Melds asid Ptaoee 1�pv rj.W. Knezev)ch Pc • ••• RummN.F.EcG 1 • • •••• • •• • • ••• •••• • • •••• •• • • • • • •• • •••• � •• • • • • •• • II' 5 AS NOT I ® f0f • 0 •• N 0 u •• • 6 • 8 • t • • f 4e m 04/04/20061 06 -342 (sheet 5 of 5) • M IA M I•DA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) RC Aluminum Shutters, Inc. 2970 NW 75th Avenue Miami, FL 33122 • • ••. • •'•• • ••• •• • • ••• • ; • ••• • • • • • • • •i• • ; • • • • • ••• • • • ' • • MI4MI -DADE COUNTY, FLORIDA • • ••. • ; IETRAD IJApP' • • • • 140 A 'I SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 3-2901 FAX (305) 375 -2908 ••• ; ; ••• •• •• •• • • • • ••• •• • • • • • • • • • • • • • ••• ••• 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Life Defender APPROVAL DOCUMENT: Drawing No. 07 -227, titled "Life Defender 55mm Extruded Aluminum Roll Up Shutter ", prepared Engco, Inc. dated 08/16/06, sheets 1 through 14 of 14, signed and sealed on 08/20/07 by Pedro De Figueredo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page and evidence page El, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. NOA No. 07- 0917.02 Expiration Date:11 /29/12 Approval Date:11 /29/07 Page 1 • • ••• �•. '• • • •• •• ••• • • • • • • • • • • • • • • • RC Aluminum Shutters, Inc. • • • • • •� • • • NOTICE OF ACCEPTANCE: EVIDINCE SUSNII FTED'. • • A. DRAWINGS • • • • • 1 Drawing No. 07 -227, titled "Life Defender 55mrr•E3cfrfidtd llarr Rtll Shutter ", prepared Engco, Inc. dated 08/16/06, sheets 1 tfirough 1 4' f 1 , ssg�d and tealcd on • 08/20/07 by Pedro De Figueredo, P.E. B. TESTS (Submitted Under file 07 -3078) 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Wind Pressure Test per TAS 203 and Uniform Static Air Pressure Test per TAS 202, of "Life Defender 55mm Extruded Aluminum Roll Up Shutter ", prepared by Hurricane Engineering & Testing , Inc., Report No. HETI -06 -4021 B, HETI- 06- 4019B, HETI- 06 -4020B and HETI -06- 4018B, dated 07/21/06, signed and sealed by Rafael E. Droz -Seda, PE. 2. Test report on Uniform Static Air Pressure Test per TAS 202 of "Life Defender 55mm Extruded Aluminum Roll Up Shutter", prepared by prepared by Hurricane Engineering & Testing , Inc., Report No. HETI -06 -2116 and HETI -06 -2113, dated 07/21/06, signed and sealed by Rafael E. Droz -Seda, PE. 3. Test report on Uniform Static Air Pressure Test and Large Missile Impact per TAS 202 and TAS 201 of "Life Defender 55mm Extruded Aluminum Roll Up Shutter ", prepared by prepared by Hurricane Engineering & Testing , Inc., Report No. HETI -06 -2115 and HETI -06 -2114, dated 07/21/06, signed and sealed by Rafael E. Droz -Seda, PE. 4. Test report on Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203 of "Life Defender 55mm Extruded Aluminum Roll Up Shutter ", prepared by Hurricane Engineering & Testing , Inc., Report No. HETI- 06- 4018A, HETI -06- 4020A, HETI- 06 -4019A and HETI- 06- 4021A, dated 07/21/06, signed and sealed by Rafael E. Droz -Seda, PE. 5. Test report on Large Missile Impact Test per TAS 201 of "Life Defender 55mm Extruded Aluminum Roll Up Shutter", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI - 06-4039, dated 07/21/06, signed and sealed by Rafael E. Droz- Seda, PE. C. CALCULATIONS (Submitted Under file 07 -3078) 1. Comparative analysis for slats; storm bars, headers and anchors using rational analysis dated 08/16/06, prepared by Engco, Inc., signed and sealed Pedro De Figuereido, P.E. D. MATERIAL CERTIFICATION (Submitted Under file 07 -3078) 1. Tensile Test by Hurricane Engineering & Testing, Inc., Report No. HETI- 06 -T559, dated 07/26/06, signed and sealed by Rafael E. Droz -Seda, PE. E. STATEMENTS 1. Letter of Code Compliance issued by Engco, Inc., on 09/06/06, signed and sealed by Pedro De Figueiredo, PE. 2. No- financial interest letter issued by Engco, Inc., on 09/06/06, signed and sealed by Pedro De Figueiredo, PE. 3. Test compliance letter issued by Fenestration Testing Laboratory, Inc., on 04/30/2001, signed and sealed by A. Acevedo, PE. 4. USA Aluminum Association, Inc.'s Release letter dated 08/23/07 5. RC Aluminum Shutters Acknowledgement Letter dated 09/17/07 E -1 Mohammed Iqbal Shaikh, P. E. Sr. Building Code Compliance Specialist NOA 07- 0917.02 Expiration Date:11 /29/12 Approval Date:11/29 /07 DESIGNED PRESSURE COMPONENT REF. SHEET SLAT SPAN 3 TRACK ANCHORAGE 4 STORM BARS 5 -8 HEADERS 9 MULLIONS 10 -14 NOTES! 1 - ALLOWABLE DESIGNED PRESSURE FOR MULTIPLE SPANS SHUTTERS ARE FUNCTION IF THE LOWEST ALLOWABLE DESIGNED LOAD FOR THE SLATS, STORM BARS, HEADERS, MULLIONS. SINGLE SPAN MULTIPLE SPAN HEADER SINGLE HEADER SPAN �{ HOOD 1 -1 1 i TRACK MULTIPLE SPANS HEADER MULTIPLE SPANS SINGLE HEADER SPAN �{ HOOD 1 -1 1 0 TRACK GENERAL NOTES! 1- DEFINITION! THIS PRODUCT IS A ROLL -UP TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL, 2- CODE! THIS PRODUCT HAS BEEN TESTED UNDER THE TAS 201 (LARGE MISSILE), TAS 202, TAS 203 STANDARDS AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2004 EDITION (2006 SUPPLEMENT) HVHZ (HIGH VELOCITY HURRICANE ZONES). IT IS ACCEPTABLE FOR USE WITHIN THE WIND -BORNE DEBRIS REGION, 3- POSTING! A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING! 'RC ALUMINUM SHUTTERS, INC, - MIAMI - FLORIDA LARGE MISSILE IMPACT RESISTANT SHUTTER LIFE DEFENDER SERIES ROLL SHUTTERS MIAMI -DADE APPROVED' 4- LOADS! THE DESIGNED LOAD MUST BE CALCULATED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL! ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 -T6 OR AS NOTED. 6- FASTENERS! ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. 7- MULTIPLE SPAN SHUTTERS! MULTIPLE SPAN COMPONENTS SUCH AS STORM BARS, MULLIONS AND HEADERS, TO BE DESIGNED AS PER THIS SET OF DRAWINGS. 8- USE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING! 8. 1 - THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. 8.4- THE ROLL -UP MECHANISM NOT PART OF THIS APPROVAL SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. SINGLE SPAN TWO HEADER HOOD TRACK HOOD TRACK- SLATS TYPICAL SHUTTER CONFIGURATIONS MULLION- SLATS • SLATS MULLION) SLATS STORM BAR STORM BAR SLATS MULLION SLATS STORM BA RS STORM BAR SLATS THREE OR MORE SPAN HEADER STORM BARS • Manufacturer RC Aluminum Shutters, Inc. 2970 NW 751h AVE. MIAMI, FLORIDA 33126 Tel.: (308) 499 -7090 Fax: (305) 4937094 WWW.RCALUM.COM Product: LIFE DEFENDER 55rin EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: En .g(arr .Ur. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 EN000 ® AOL.COM Engineer Seal ' Pedr gait • edo •••• !RAFTING• ••• • ••••• PKDRAI11Os ••• • Date: '/! j 6 Scale: NA, • • • • Design bji: PPMF •••• M I44 -DADE ecco. •••• •••••• •• • • • • •' A17SOIA1Won: with dto • • • • M � • • • • • • •• • By Draiflg•Number 07 -227 Sheet 1 of 14 • • .• • • •••• • •F ••• • • ••• •••• •• • •••• • ••• • 1_ 2 °, 3 °, 4', 5', 6' -- ODO'Z --I I u) N 0 0 ° 1- TRACK 6063 -T6 Alloy 0094 2.125 0.622 2- SLAT 6063 -T6 Alloy 3.597 0641 o 3- TRACK GASKET Neoprene mg 4- TRACK FELT FELT PILE 0 8- 1/8 -2x ALUMINUM TUBE 6063 -T6 Alloy 2A- BOTTOM SLAT 6063 -76 Alloy 0 03 5- NOISE REDUCER NYLON 0 fu 0.622 033 11- SLAT RETAINER NYLON 7- 1/8 -2x2 ANGLE 6063 -T6 Alloy 1E I-- 2.000 —»iT ° *8X1 SS SMS it f BASIC DOOR COMPONENTS .06 EXTRUDED ALUMINUM HOOD l3UILT -OUT MOUNT DR INSIDE MOUNT (1) 1/4 -1401 SELF DRILLING SCREWS INTO EA END CAP 1/4' CAST ALUMINUM END CAP 2X BUILT -OUT OR MULLION TRACK HOOD ANCHORAGE 1 z HOOD ASSEMBLY WALL MOUNT (1) 1/4 -14X1 SELF DRILLING SCREWS INTO EA END CAP 6- END CAP /BRACKET 1/4' CAST ALUMINUM • • • •• • e •• •• ••S••• • • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2670 NW 76th AVE. MIAMI, FLORIDA 33126 Tel.: (305) 499 -7080 Fax: (305)499 -7094 WWW.RCALUM.COM Producf: LIFE DEFENDER 55nm EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +FngTo Jnr. CA 6116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.; (954) 585 -0304 Fax: (954) 585 -0305 EN000 0 AOLCOM Aus 2 200? Engineer Seal Pedro r !z! edo !RAFTING •• • .. • •. PK DRAI11a s)1ORE • Date: Pte/ 06 • • • • • Scale: NA, • • • • • OesignAy_ PPMF • • • • • NIQiI- DADE 'MC a •S•. • • Ap2:04 ~ "whUtAa• P1arG:Afim • NO t� o NC)A6+ SQ •bl- MWW.DadoltAxielemiol 1 :2 1 1 ; 4'4 •• e1 *Seep • •• • •• • • • DravlIAg•Nurnber 07-227 Sheet 2 of 14 • • •• • ••••• •� 0000 • •••• • •• •• • •••• • • • •.•• • ••• • Pd <-) 1 SPAN 2 SPAN 3 SPAN 200 30 30 30 190 32 32 32 180 33 33 33 170 35 35 35 160 38 38 38 150 40 40 40 140 43 43 43 130 46 46 46 125 48 48 48 110 51 51 51 100 53 53 53 90 55 55 55 80. 57 57 57 70 60 60 60 60 63 63 63 50 67 67 67 40 81 81 81 Pd (+) 1 SPAN 2 SPAN 3 SPAN 200 30 30 30 190 32 32 32 180 33 33 33 170 35 35 35 160 38 38 38 150 40 40 40 140 43 43 43 130 46 46 46 125 48 48 48 110 50 50 50 100 51 51 51 90 53 53 53 80 54 54 54 70 56 56 56 60 59 59 59 50 63 63 63 40 70 70 67 GLASS SEPARATION - <GS) LESS OR EQUAL 30' SPAN 2 1/2' GLASS SEPARATION LESS OR EQUAL 66' SPAN 3' GLASS SEPARATION LESS OR EQUAL 81' SPAN 3 3/4' GLASS SEPARATION POSITIVE LOADS MAXIMUM SLAT SPAN Pd= Design load in Psf SPAN= Slat span in inches SLATS WINDLOAD DESIGN TABLES NEGATIVE LOADS MAXIMUM SLAT SPAN Pd= Design load In Psf SPAN =.Slat span In Inches OPENING SINGLE SPAN OPENING GLASS SEPARATION STORM BARS MrAtelLII Mar SHEETS 5 - 8 OgrL _0111 SPAN SPAN TWO SPANS OPENING SPAN .1 SPAN SPAN -- THREE OR MORE SPANS • • • • •• ••••• • ••••• •••• • • •••• STORM BAR* • • • • • SHEETS 5 - 8• • •••••• • • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33128 Tel.: (305)499-7090 Fax: (305) 499 -7094 WWW.RCALUM.COM Product: LIFE DEFENDER S5nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: EngTo Jnr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOL.COM AUG 200rr Engineer Seal Pedro jiguetredo ••PE 1 :DRAFTING • • • PK DR ;MORE • • Dote: WMr06 Scale: N. Deslgrj • kid: PPMF N %Vas BCCD • •e A.,F • • -4b) ' " g�8• • a ~ Nti SY • •••• • •• • •• 1 • • • • Drawing Number 07 -227 Sheet 3 of 14 000 • • • •••• • • ••• • • ••• ••• • • • ••• • ••• • TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL SHEAR TENSION . 1/4° TAPCON ITN 1 3/4' N [U N N 3192 psi CONCRETE 472 547 200 1/4' TAPCON ITW 1 1/4' HOLLOW BLOCK 279 160 200 5/16° TAPCON ITW 2 1/4' GF BLOCK 785 942 ql 5/16' TAPCON ITW 1 3/4' HOLLOW BLOCK 570 261 1/4' TAPCON ITW 1 3/4' PT WOOD (SG > =. 55) 233 602 1/4 -20 CALKIN POWERS 7/8' 3000 psi CONCRETE 348 528 3/8° WEDGE BOLTS POWERS 3 1/2' 3000 psi CONCRETE 1340 1940 NOTES. 1- ED - EDGE DISTANCE 2- ANCHOR A CONNECTION 3 IS SPACED ON PAGE 7 LESS THAN 3' AS CALCULATED ON THE ANCHOR SCHEDULE, THEREFORE MUST BE ADJUSTED AS FOLLOW. 1 1/2' (0.50) AND 2° (0.67) 3- ANCHOR F CONNECTION 3 IS SPACED ON PAGE 7 LESS THAN 2 1/2' AS CALCULATED ON THE ANCHOR SCHEDULE, THEREFORE MUST BE ADJUSTED AS FOLLOW. 1 1/2° (0.62) AND 2' (0.80) ANCHOR S P A C I N G ANCHOR TYPE A B C D E 12 80 - 200 - 90 6 200 - 200 70 200 4 200 80 200 200 200 3 200 200 - - 200 ANCHOR SPACING ANCHOR TYPE A B C D E 12 - - 100 - - 6 200 - 200 50 90 4 200 58 200 100 200 3 200 90 - - 200 ANCHOR SPACING ANCHOR TYPE A B C D E 12 80 - 200 - 90 6 200 - 200 70 200 4 200 80 200 200 200 3 200 200 - - 200 ANCHOR A B, C, D or E ANCHOR ALLOWABLE DESIGNED PRESSURE (PSF) WALL MOUNT ALLOWABLE DESIGNED PRESSURE (PSF) TRACK TO — ► TRACK limmonmmm 1/8 -2X2 6063 -T6 ALUM. TUBE OR ANGLE 1/4- 14X3/4 GRADE 5 SELF DRILLING SCREWS SPACED AT 6 °0C FOR LOADS UP TO 90 PSF AND 5' OC FOR LOADS UP TO 200 PSF TRACK L✓ TO TRACK 'INSET MOUNT' TRACK ANCHORAGE OPTIONS ANCHOR A, B. C, D or E 3.597 ' BUILT -OUT MOUNT ALLOWABLE DESIGNED PRESSURE (PSF) ANCHOR A, B, C, 1/4- 14X3/4 GRADE 5 SELF DRILLING SCREWS SPACED AT 6'0C FOR LOADS UP TO 90 PSF AND 5' OC FOR LOADS UP TO 200 PSF TRACK TO TRACK CONCEALED TRACK INTO W000 OR CONCRETE STRUCTURE 3.500 ANCHOR A, B, C, D or E SPACED AT 36° OC !I!!!ll! f1111111i111111 i l 1.500 TRACK TO ---- TRACK • • • 4141 ••••• • ••••• •••• • • •••• 2000 PSI CONCRETE OR PT WOOD (SG > =,55? • • ... TO BE DESIGNED BY Wyt1E S • FOR A MAXIMUM 250 LB /F-r • .. • • • • • • • • • • • • • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 76th AVE. MIAMI, FLORIDA 33126 TeL: (305) 499.7080 Fax: (305) 4937094 WMN..RCALLIM.COM Product: LIFE DEFENDER 55r,m EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: lingOrf CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 EN000 9 AOLCOM AUG 2 0 i Ot Engineer Seal Pedro Elgueiredo D • PK e DRATiV$MORE Date: g7l %706 Scale: NA• Desig% _PPMF MIBM4141•• I- DADE.Bccn, • •e •• • •• tignqics1m warri.svittil Ne Eite141 NOM ��}}� - Maui Lev [ � 1 • • By • • • Drawing• Number 07 - 227 Sheet 4 of 14 • ..... . • • • • • 0 410• • ••• • • ••• •••• •• • •4140 • ••• • SLAT Span STORM BAR HEIGHT 36 48 60 72 84 24 200 156 100 69 46 30 200 125 80 55 37 36 167 104 66 46 31 42 145 89 57 39 39 48 125 78 50 35 34 54 95 69 45 31 30 60 70 62 40 35 70 66 52 52 36 33 52 81 40 40 36 40 40 SLAT Span STORM BAR HEIGHT 48 60 72 84 96 84 200 177 123 90 68 30 200 142 98 72 55 36 167 118 82 60 45 42 145 101 70 51 39 48 125 88 61 45 34 54 95 78 55 40 30 60 70 70 49 35 70 66 52 52 45 33 52 81 40 40 36 40 40 SLAT STORM BAR HEIGHT Span 48 60 72 84 96 24 200 200 200 190 145 30 200 200 200 152 115 36 167 167 167 126 96 42 145 145 145 108 82 48 125 125 125 95 72 54 95 55 95 85 64 60 70 70 70 70 57 66 52 52 52 52 52 81 40 40 40 40 40 SLAT STORM BAR HEIGHT Span 48 60 72 84 96 24 200 200 187 136 104 30 200 200 150 109 83 36 167 167 125 91 69 42 145 145 107 78 59 48 t25 125 94 68 52 54 95 95 83 60 45 60 70 70 70 55 41 66 52 52 52 49 37 81 40 40 40 40 30 SLAT Span STORM BAR HEIGHT 36 48! 60 72 84 24 200 138 88 61 41 30 196 110 70 49 33 36 163 91 58 41 53 42 140 78 50 34 45 48 122 69 44 30 39 54 95 61 39 48 35 60 70 54 35 43 31 66 52 52 32 39 52 81 40 40 40 32 40 SLAT Span STORM BAR HEIGHT 48 60 72 84 96 24 200 156 108 79 60 30 195 125 86 63 48 36 162 104 72 53 40 42 139 89 62 45 34 48 122 78 54 39 30 54 95 69 48 35 74 60 70 6r 43 31 66 66 52 52 39 52 52 81 40 40 32 40 40 SLAT STORM BAR HEIGHT Span 48 60 72 84 96 24 .200 200 200 167 127 30 200 200 184 134 102 36 167 167 154 111 85 42 145 145 131 95 72 48 125 125 115 83 63 54 95 95 95 74 56 60 70 70 70 66 50 66 52 52 52 52 46 81 40 40 40 40 38 SLAT STORM BAR HEIGHT . Span 48 60 72 84 96 24 200 200 165 120 91 30 200 190 132 96 73 36 167 158 110 80 61 42 145 136 94 69 52 48 125 118 82 60 46 54 95 95 73 53 40 60 70 70 66 48 36 66 52 52 52 43 33 81 40 40 40 35 STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD — Pd (Psf) 2x2 STORM BAR - 2 SPANS 2x2 STORM BAR - 3+ SPANS 2x3 STORM BAR - 2 SPANS 2x4 STORM BAR - 2 SPANS 2x5 STORM BAR - a SPANS 2x3 STORM BAR - 3+ SPANS 2x4 STORM BAR - 3+ SPANS 2x5 STORM BAR - 3+ SPANS CONNECTION 2 ON SHEET 6 STORM BAR NOTES: 1- ALL STORM BAR SHAPES TO BE 6063- T6:ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES ON SHEET 3. 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. STORM BARS MOUNTING OPTIONS CONNECTION 4 ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 3 ON SHEET 7 CONNECTION 5 ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 6 ON SHEET 8 CONNECTION 4 ON SHEET 8 CONNECTION 4 N SHEET 8 DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA • CONNECTIg6 • • ON SHEBiT • •••• ••• • • •• •• •••••• • • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33126 Tel.: (305) 4994090 Fax: (305) 499 -7094 WINW.RCALUM.COM Product: LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: IIEng lint. CA 8118 6971 W. Sunrise Bivd. 104 Plantation, FL 33313 Tel.: (954) 585 -0304 Fox: (954) 585 -0305 ENCGO 0 AOLCOM • AUG 0 2001 Engineer Seal Pedro ( pg9lredo �E 88$ • RAFTING � 01111M14 MORE • Date: gr111706 • Scale: NA• Design. by: PPMF MII • -,13ADE•BCCO+ ••• • •• • AricOixa enoomI ; Detn i o o • 1 MOAB a ••• • • • • • DraWifig• Number 07 -227 Sheet 5 of 14 • • • ••••• •••• • •• • • • •• •••• • w • •••• • ••• • STORM BARS ANCHOR TYPE A B E F G 2x2 2 6 2 2 2 2x3 4 8 2 4 2 2x4 4 8 4 4 2 2x5 4 - 4 4 2 CONNECTION 1 STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TUBE TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR TYPICAL FOR 2X4 STORM BAR 2X5 STORM BAR OPTIONAL CONNECTION FOR 2X4 STORM BAR AND 2X5 STORM BAR 0 0 (!1 L r uauu'u:G rrrl.�• L9 2 °, 3', 4', 5° 2', 3' 4 °, 5' BUILT -OUT 2 PER EA CLIP LEG 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW STORM BAR CONNECTION 5 2X2, 2X3 2X4, 2X5 STORM BARS 2X2, 2X3 2X4, 2X5 STORM BARS Li it 4 ANCHORS 2 ANCHORS PER CONNECTION PER CONNECTION -2.000 ,a llllplp S t „ 6 ANCHORS PER CONNECTION it -.111111 w ooI 4', 5° 4 5° CONNECTION 2 STORM BARS ANCHORAGE TO WALL CONNECTION 5 2X2, 2X3 2X4, 2X5 STORM BARS MINIMUM NUMBER OF ANCHORS TO SECURE STORM BAR TD WALL CONNECTION 5 s ED - EDGE DISTNCE TYPE 'B' ANCHOR ONLY 8 ANCHORS PER CONNECTION - ANCHOR SPACING 2X2, 2X3 2X4, 2X5 STORM gARS • 1 •• i; 11nau?. 1 i Gl ii1101 �l?Rli\flP 1 2X2, 2X3 2X4, 2X5 STORM BARS •••• 0000 � •• •••• ••••• • 1 •• •••• • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 76th AVE. MIAMI, FLORIDA 33126 MI.: (305) 468.7090 Fax (305) 499 -7094 WNW.RCALUM.COM Product: LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: I ngC, _ilnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO O AOLCOM AUG I2 0 200/ Engineer Seal Pedro Qp F � u edo sr sti 0000 1K T DRAMSdrOfiE Date: Mtljll6 • Scale: NA • • Design_ PPMF • • • MI4hi- DAD74CCO. • •••• 0 •• • AppaniBesenmeal+E with dm • r Flaridellta Data / n • 1 NO - 7.. Meat Dale Product CcvIa4 Divislo • • 1,. • • Di •• _ • •• • •• • • • • DraAN•Number 07-227 Sheet 6 of 14 / 00 • • • ••••• • 0 000 • • •• • • ••• •••• • • • ••• • ••• • ANCHOR TYPE A BE F G S 3, 0 3. 0 1. 0 2. 5 3. 75 ED 2.5 2.5 1.0 3.0 4.0 CONNECTION 1 STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TUBE TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR TYPICAL FOR 2X4 STORM BAR 2X5 STORM BAR OPTIONAL CONNECTION FOR 2X4 STORM BAR AND 2X5 STORM BAR 0 0 (!1 L r uauu'u:G rrrl.�• L9 2 °, 3', 4', 5° 2', 3' 4 °, 5' BUILT -OUT 2 PER EA CLIP LEG 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW STORM BAR CONNECTION 5 2X2, 2X3 2X4, 2X5 STORM BARS 2X2, 2X3 2X4, 2X5 STORM BARS Li it 4 ANCHORS 2 ANCHORS PER CONNECTION PER CONNECTION -2.000 ,a llllplp S t „ 6 ANCHORS PER CONNECTION it -.111111 w ooI 4', 5° 4 5° CONNECTION 2 STORM BARS ANCHORAGE TO WALL CONNECTION 5 2X2, 2X3 2X4, 2X5 STORM BARS MINIMUM NUMBER OF ANCHORS TO SECURE STORM BAR TD WALL CONNECTION 5 s ED - EDGE DISTNCE TYPE 'B' ANCHOR ONLY 8 ANCHORS PER CONNECTION - ANCHOR SPACING 2X2, 2X3 2X4, 2X5 STORM gARS • 1 •• i; 11nau?. 1 i Gl ii1101 �l?Rli\flP 1 2X2, 2X3 2X4, 2X5 STORM BARS •••• 0000 � •• •••• ••••• • 1 •• •••• • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 76th AVE. MIAMI, FLORIDA 33126 MI.: (305) 468.7090 Fax (305) 499 -7094 WNW.RCALUM.COM Product: LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: I ngC, _ilnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO O AOLCOM AUG I2 0 200/ Engineer Seal Pedro Qp F � u edo sr sti 0000 1K T DRAMSdrOfiE Date: Mtljll6 • Scale: NA • • Design_ PPMF • • • MI4hi- DAD74CCO. • •••• 0 •• • AppaniBesenmeal+E with dm • r Flaridellta Data / n • 1 NO - 7.. Meat Dale Product CcvIa4 Divislo • • 1,. • • Di •• _ • •• • •• • • • • DraAN•Number 07-227 Sheet 6 of 14 / 00 • • • ••••• • 0 000 • • •• • • ••• •••• • • • ••• • ••• • CONNECTION 5 CONNECTION 5 CONNECTION 5 own: allllp■ TYPICAL 'A' OR 'F' ANCHORS TYPICAL A° OR 'F' ANCHORS CONNECTION 3 STORM BARS ANCHORAGE FLOOR /CEILING MOUNTED TO CONCRETE 00 v TYPE 'G' ANCHORS APPLICABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD h 2.000 --{ OW 11 to. 4,000 �-- 2.000- ---I TYPICAL 'G' ANCHORS 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS TYPICAL ANCHORS CONNECTION 5 2X4 STORM BARS CONNECTION 5 TYPICAL: • 'G' ANC140 ••••• • •••• •••• • CONNECTA • 00000 • •• •• 00000 2X5• • a STORM BARS e • • • • • • TYPICAL • • 'G' ANCHORS Manufacturer. RC Aluminum Shutters, Inc. 2670 NW 75th AVE. MIAMI, FLORIDA 33126 Tel: (305) 499.7090 Fax: (305) 4937094 WWW.RCALUM.COM Product: LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +FrtsjTo Jrtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOLCOM Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING. PK 0 MORE • Date: 871'sy16 • Saale:•NA •• • Desig# 1 1 1PPieF MIAMI -DADE BCCO • Florida B ,,(3613 Dele I b N0 . .o2- Mb P ace almixot Dlrreoy By •••• • • 1 •e Draw Tlumber• Q 722 / 7 •• Sheet 7 of 14 ••••• • • 1••• •••o • • • • • a••• ••••• • • • •••• • • ••• • • MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF> TYPE 'A' ANCHORS TYPE 'F' ANCHORS BAR SLAT Span STORM BAR HEIGHT SLAT STORM BAR HEIGHT 36 48 60 72 84 Span 36 48 60 72 84 N X N 24 102 76 61 51 43 24 115 86 69 57 49 30 81 61 49 40 35 30 92 69 55 46 39 36 68 51 40 34 36 77 57 46 38 33 42 58 43 35 42 66 49 39 33 48 51 38 30 48 57 43 34 54 45 34 54 51 38 30 60 40 30 60 46 34 66 37 66 42 31 81 30 81 34 BAR SLAT Span STORM BAR HEIGHT STORM BAR HEIGHT 48 60 72 84 96 Span 48 60 72 84 96 2 X 3 24 137 109 91 78 68 24 149 119 99 85 74 30 109 87 73 62 54 30 119 95 79 68 59 36 91 73 60 52 45 36 99 79 66 56 49 42 78 62 52 44 39 42 85 68 56 48 42 48 68 54 45 39 34 48 74 59 49 42 37 54 60 48 40 34 30 54 66 52 44 37 33 60 54 43 36 31 60 59 47 39 34 29 66 49 39 33 66 52 43 36 30 27 81 40 32 81 40 35 29 2 X 4 24 200 184 153 131 115 24 200 167 139 119 104 30 184 147 122 105 92 30 167 134 111 95 83 36 153 122 102 87 76 36 39 111 93 79 69 42 131 105 87 75 65 42 119 95 79 68. 59 48 115 92 76 65 57 48 04 83 69 59 52 54 95 81 68 58 51 54 93 74 62 53 46 60 70 70 6f 52 46 60 70 67 55 47 41 66 52 52 52 47 41 66 52 52 50 43 38 81 40 40 40 37 34 81 40 40. 40 35 31 2 X 5 24 200'196 163 140 122 24 200 178 148 127 111 30 196 157 130 112 98 30 178 142 119 102 89 36 163 130 109 93 81 36 148 119 99 85 74 42 140 112 93 80 70 42 127 102 85 72 63 48 122 98 81 70 61 48 111 89 74 63 55 54 95 87 72 62 54 54 95 79 66 56 49 60 70 70 65 56 49 60 70 70 59 51 44 66 52 52 52 51 44 66 52 52 52 46 40 81 40 40 40 40 36 81 40 40 j 40 37 33 CONNECTION 5 CONNECTION 5 CONNECTION 5 own: allllp■ TYPICAL 'A' OR 'F' ANCHORS TYPICAL A° OR 'F' ANCHORS CONNECTION 3 STORM BARS ANCHORAGE FLOOR /CEILING MOUNTED TO CONCRETE 00 v TYPE 'G' ANCHORS APPLICABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD h 2.000 --{ OW 11 to. 4,000 �-- 2.000- ---I TYPICAL 'G' ANCHORS 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS TYPICAL ANCHORS CONNECTION 5 2X4 STORM BARS CONNECTION 5 TYPICAL: • 'G' ANC140 ••••• • •••• •••• • CONNECTA • 00000 • •• •• 00000 2X5• • a STORM BARS e • • • • • • TYPICAL • • 'G' ANCHORS Manufacturer. RC Aluminum Shutters, Inc. 2670 NW 75th AVE. MIAMI, FLORIDA 33126 Tel: (305) 499.7090 Fax: (305) 4937094 WWW.RCALUM.COM Product: LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +FrtsjTo Jrtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOLCOM Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING. PK 0 MORE • Date: 871'sy16 • Saale:•NA •• • Desig# 1 1 1PPieF MIAMI -DADE BCCO • Florida B ,,(3613 Dele I b N0 . .o2- Mb P ace almixot Dlrreoy By •••• • • 1 •e Draw Tlumber• Q 722 / 7 •• Sheet 7 of 14 ••••• • • 1••• •••o • • • • • a••• ••••• • • • •••• • • ••• • • STORM BARS ANCHOR TYPE A B E G 2x2 4 10 3 2 2x3 4 2. 5 5 .2 2x4 6 5 3 2x5 7 6 3 LLING SCREWS h--2.000---1 ANCHOR TYPE I 11 A B E G S 3, 3. 0 1. 0 4, 0 ED 2. 5 2, 5 1. 0 3. 75 LLING SCREWS h--2.000---1 I 11 wommi :WOW !1fiI)RHi 11ill \\11\ (8) 1/4° -14X1 GRADE 5 SELF DRILLING SCREWS 2.000 ---I 0 0 i (6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS 2.000 0 CONNECTION 4 STORM BARS ANCHORAGE FLOOR /CEILING TO BUILT —OUT TUBE OR HEADER DR (8) 1/4' -14X1 LJ 0 fll i1 J e,arnura CONNECTION 5 2X3 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 5 a r, a\nlV I. ill llil t anrnd,r �i ..‘11 sa:i tl 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD (6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS 0 0 v - CONNECTION 5 0 0 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD •. \ \Illlll \► it -2.000 2X4 STORM BARS . ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 6 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT —OUT TO WALL CONNECTION 5 S - ANCHOR SPACING ED - EDGE DISTNCE QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR CONNECTION 5 CLIP ANCHORED TO STORM BAR CONNECTION 6 BUILT —OUT WALL ANCHORAGE 2', 3', 4', 5' 1', 2', 3', 4' 2', 3', 4', 5' BUILT -OUT CONNECTION 6 1/8 -2X2 6063-76 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS CONNECTION 5 CONNECTION 4 2 ', 3' 4', 5' STORM B.-R • • • •• CONNECTION 1 ••• • 6 666• •••• • STORM BAR BUILT -OUT •••• ••••• • •• •• • •••• l • r • a • ▪ • • •• . Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33128 Tel: (305) 499 -7090 Fax: (306) 489.7094 WWWW.RCALUM ; COM Product: LIFE DEFENDER 55nr, EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +En #(2u Jnr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De FIguelrede PE 52609 DRAFT PK DB NG' IORE • Dote: 871 %706 • Scale:•NA • • • Des(gr1+ bp! PPWF • MIAMI —DADE BCCD • •••. • • Florida comP:y�! �r.:h::tQ M fl j a I NO 2_ • BY • •••• • •1 Drawrrtg•e.1umber. 0 :227 :• Sheet 8 of 14 • ••••• • • • ••••• • •••.• • ••• • • ••• • ••• • • • •••• • 60 00 • TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL SHEAR TENSION 72 1/4' TAPCON ITW 1 3/4' N N \ \. • .• ..a ' v ' .. i ov N N 3192 psi CONCRETE 472 547 71 1/4' TAPCON ITW 1 1/4' HOLLOW BLOCK 279 160 41 5/16' TAPCON ITW 2 1/4' GF BLOCK 785 942 D 5/16' TAPCON ITW 1 3/4' HOLLOW BLOCK 570 261 162 1/4' TAPCON ITW 1 3/4' PT WOOD (SG) =.55) 233 602 180 1/4 -20 CALKIN POWERS 7/8' 3000 psi CONCRETE 348 528 31 3/8' WEDGE BOLTS POWERS 3 1/2' 3000 psi CONCRETE 1340 1940 SLAT STORM BAR HEIGHT TT 48 60 72 84 96 72 139 111 92 79 69 90 89 71 59 50 44 108 61 49 41 35 30 126 45 36 30 34 144 144 31 35 30 42 162 162 31 46 38 33 180 180 45 36 30 47 198 198 31 32 45 39 34 SLAT TT STORM BAR HEIGHT 48 60 72 84 96 72 200 169 141 120 105 90 135 108 90 77 67 108 94 75 62 53 47 126 69 55 46 39 34 144 52 42 35 30 42 162 39 31 46 38 33 180 180 45 36 30 47 198 198 31 32 45 39 SLAT STORM BAR HEIGHT TT 48 60 72 84 96 72 200 171 142 122 107 90 171 137 114 97 85 108 131 105 87 75 65 126 96 77 64 55 48 144 73 59 49 42 36 162 58 46 38 33 120 180 45 36 30 47 132 198 31 32 45 39 34 SLAT STORM BAR HEIGHT TT 48 60 72 84 96 48 200 196 163 140 122 60 156 125 104 89 78 72 108 87 72 62 54 84 80 64 53 45 40 96 61 49 40 35 30 108 48 38 32 36 120 120 39 31 34 47 132 132 32 32 45 39 34 SLAT TT STORM BAR HEIGHT 48 60 72 84 96 48 200 200 200 200 186 60 200 190 158 136 119 72 165 132 110 94 82 84 121 97 81 69 60 96 93 4 62 53 46 108 73 58 49 42 36 120 59 47 39 34 47 132 49 39 32 45 39 SLAT STORM BAR HEIGHT TT 48 60 72 84 96 48 200 200 200 200 188 60 200 200 200 172 150 72 167 167 154 132 115 84 145 135 113 97 84 96 25 104 86 74 65 108 95 82 68 58 51 120 70 66 55 47 41 132 52 52 45 39 34 SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 48 60 72 84 96 48 60 72 84 96 48 200 200 200 �00 188 72 200 171 142 122 107 60 200 200 200 172 150 90 171 137 114 97 85 72 167 167 167 143 125 108 142 14 95 81 71 84 145 145 143 123 107 126 122 97 81 69 61 96 125 125 115 98 86 144 98 78 65 56 49 108 95 95 90 77 68 162 77 61 51 44 38 120 70 70 70 63 55 180 62 50 41 35 31 132 52 52 52 52 45 198 49 39 33 HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 2 SPANS FOR 2X3 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 2 SPANS FOR 2X4 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 2 SPANS FOR 2X5 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS FOR 2X6 HEADER - 3+ SPANS CONNECTION 7 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL AT HEADER CONNECTION ED 2, 5 2.5 1.0 4.0 n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE HEADER ANCHORAGE x ANCHOR SCHEDULE HEADER MOUNT I l ef:--Ent IIIaII ,- SAME AS CONNECTION 5 ED - EDGE DISTANCE 3+ SPAN HEADER Span Span Span TT 2 SPAN HEADER Span Span (3 PER CLIP LEG) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8' 2X ALUM. TUBE BUILT -OUT OR 1/8' 2X MULLION AS PER SHEETS 10 THROUGH 14 INSIDE HEADER HEADER ACCESS HOLE W/ PLUG 1/4 -2X2 6063 -76 ALUM. CLIP (2 PER CLIP) 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3 PER END) 1/4 -14x2' GRADE 5 SELF DRILLING SCREWS • • • •• ••••• • ••••• •••• • •••• • e •• •• •••••• • • • • • • • • • TT - TRACK TO TRACK •• • SH - SHUTTER HEIGHT SBH - STORM BAR HEIGHT HEADER ANCHORAGE Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 78th AVE. MIAMI, FLORIDA 33126 Tel.: (306) 499-7090 Fax: (305) 499 -7094 WWW.RCALUM.COM Product: LIFE DEFENDER 55riro EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: EngTo Jnr. CA 8118 8971 W. Sunrise Blvd. 104 Plantation, Fi. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 0 AOL.COM AUG ' 0 200) Engineer Seal Pedro De Flguelredo PE 52609 DRAFTING. FK 111111111111 OIQRE • Date: 8 Q/t6 e • Scale• NA.. • Des1gl7 b4 PRMF ▪ MIAM•II -DADE BEM • • •••• • • .7..0204 •e • •••• •• Dravlielg •Nu�m •J/ i 22 Sheet 9 of 14 e • •••• • ••• • • ••• • • • • ••• • ••• • SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 130 75 48 32 - - 30 200 104 60 38 - - - 36 167 87 50 32 - - - 42 145 74 43 - - - - 48 125 65 38 - - - - 54 95 58 34 - - - - 60 70 52 30 - - - - 66 52 47 - - - - - 81 40 39 - - - - - SLAT SPAN MULLION HEIGHT 48 601 72 84 96 108 120 24 200 200 200 200 172 121 88 30 200 200 200 200 138 97 71 36 167 167 167 167 115 81 59 42 145 145 145 145 99 69 50 48 125 125 125 125 86 61 44 54 95 95 95 95 77 54 39 60 70 70 70 70 70 48 35 66 52 52 52 52 52 44 32 81 40 40 40 40 40 36 - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 200 200 200 200 200 200 30 200 200 200 200 200 200 196 36 167 167 167 167 167 167 164 42 145 145 145 145 145 145 140 48 125 125 125 125 125 125 123 54 95 95 95 95 95 95 95 60 70 70 70 70 70 70 70 66 52 52 52 52 52 52 52 81 40 40 40 40 40 40 40 SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 200 200 127 85 60 44 30 200 200 161 102 68 48 35 36 167 167 134 85 57 40 - 42 145 145 115 73 49 34 - 48 125 125 101 63 43 30 - 54 95 95 90 56 38 - - 60 70 70 70 51 34 - - 66 52 52 52 46 31 - - 81 40 40 40 38 - - - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 200 200 200 200 200 154 30 200 200 200 200 200 169 123 36 167 167 167 167 167 141 103 42 145 145 145 145 145 121 88 48 125 125 125 125 125 106 77 54 95 95 95 95 95 94 68 60 70 70 70 70 70 70 62 66 52 52 52 52 52 52 52 81 40 40 40 40 40 40 40 2x2 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x3 MULLION 2x5 MULLION CASE 1 c SINGLE SPAN SHUTTERS AND MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO WALL DID HAM 2x4 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x6 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD — Pd (Psf) 11ITEk4EDIATE MULLION SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 13 HEADER ON MULTIPLE SPAN SHUTTERS HEADER ANCHORAGE SEE SHEET 9 MULLION SHAPES 1/8 -2X2 6063 -T6 1/8 -2X3 6063-76 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -76 1/8 -2X6 6063 -76 HOUSING SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 13 2', 3', 4', 5' OR 6' T 1 SINGLE SPAN SHUTTERS MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 12 HOUSING SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 12 • • • • ••• ••••• • ••••• •••• • •••••• • • •• •• •••••• • • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 78th AVE. MIAMI, FLORIDA 33126 Tel.: (306) 499 -7090 Fax: (305) 499 -7094 WWW.RCALUM.COM Product LIFE DEFENDER 55nn EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +Ertgthu ±l W. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, F1. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCGO 0 AOLCOM Engineer Seal Pedro De Figuelredo PE 52609 DRAFTING PKDRNEN9 ONE • Date: MIAs • Scale NA.. e DesIgkl,: Pi11MF •• • M IAM 1 - DADE B:CO • • •••• • EThaida Appendiscumplythwythee • • Date Wand Control •• Ely • •. Ora ry�ee 7�-77 2 14• � Numbe* 27 . • •• . Sheet 10 of 14 • ••••• • • • ••••• • •••• • ••• • • ••• •••• •• • •••• • •• • • SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 126 71 44 - - - - 30 101 57 35 - - - - 36 84 47 - - - - - 42 72 40 - - - - 35 48 63 35 - - - - - 54 56 31 - - - - - 60 50 - - - - - - 66 46 - - - - - - 81 37 - - - - - - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 188 157 135 112 82 62 30 188 151 126 108 90 65 49 36 157 126 105 90 75 54 41 42 135 108 90 77 64 47 35 48 118 94 79 67 56 41 31 54 95 84 70 60 50 36 - 60 70 70 63 54 45 33 - 66 52 52 52 49 41 30 - 81 40 40 40 40 33 - - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 188 157 135 118 105 94 30 188 151 126 108 94 84 75 36 157 126 105 90 79 70 63 42 135 108 90 77 67 60 54 48 118 94 79 67 59 52 47 54 95 84 70 60 52 47 42 60 70 70 63 54 47 42 38 66 52 52 52 49 43 38 34 81 40 40 40 40 35 31 - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 188 157 135 118 105 94 30 188 151 126 108 94 84 75 36 157 126 105 90 79 70 63 42 135 108 90 77 67 60 54 48 118 94 79 67 59 52 47 54 95 84 70 60 52 47 42 60 70 70 63 54 47 42 38 66 52 52 52 49 43 38 34 81 40 40 40 40 35 31 - SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 24 200 188 118 79 55 40 30 30 188 151 94 63 44 32 - 36 157 126 79 52 37 - - 42 135 108 67 45 32 - - 48 118 94 59 39 - - - 54 95 84 52 35 - - - 60 70 70 47 31 - - - 66 52 52 43 - - - - 81 40 40 35 - - - - 2x2 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE DN SHEET 3 2x3 MULLION 2x5 MULLION MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD — Pd (Psf) CASE 2 . MULTIPLE SPAN SHUTTERS OUTSIDE HEADER ANCHORED TO MULLION END MULLION 2x4 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x6 MULLION INTERMEDIATE MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE DN SHEET 3 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 12 HEADER ON MULTIPLE SPAN SHUTTERS MULLION HOUSING SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 13 SHAPES I/8 -2X2 6063-76 1/8 -2X3 6063 -76 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -T6 SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 13 2', 3', 4', 5 OR 6' H m HOUSING HEADER ON MULTIPLE SPAN SHUTTERS MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 12 T • • • • •• ••••• • •••••• •••• • ••• •••••• • • •• •• •••••• • • • • • • • • • • •• • Manufacturer. • RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI. FLORIDA 33128 Tel.: (305) 499.7090 Fax: (306) 499.7094 WMN.RCALLIM.COM Product: LIFE DEFENDER 55ruv EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +,Ext #Tu ±lxtr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FL 33313 rah: (954) 585 -0304 Fox: (954) 585 -0305 ENC00 0 AOLCOM AUG t'1 200i Engineer Seal Pedro De Figuelredo PE 52809 DRAFTING. PK iminNQ sJRORE • Date: II/16 Scale! NA•• Desig l PPMF • MIAMI -DADE BCCO: • • • • with do Data X O • t . mine - 1 7-.02 Wei D e Proi CmNat•e Divlefa • BY • • • •••• •• Drawing • Numbeu 417x227 ;• Sheet 11 of 14 ••••• • • •••• • •••• •••• • • • ••• • • •• • • ••• • • ••• TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL SHEAR TENSION 1/4' TAPCON ITW 1 3/4' — 3192 N Q7 psi CONCRETE 472 547 1/4' TAPCON ITW 1 1/4' HOLLOW BLOCK 279 160 5/16' TAPCON ITW 2 1/4' GF BLOCK 785 942 5/16' TAPCON ITW 2 1/4' 2899 psi CONCRETE 852 788 5/16' TAPCON IT9 1 3/4' HOLLOW BLOCK 570 261 1/4' TAPCON ITW 1 3/4' PT WOOD (S0)=.55) 233 602 1/4 -20 CALK IN POWERS 7/8' 3000 psi CONCRETE 348 528 3/8' WEDGE BOLTS POWERS 2 1/2° 3000 p51 CONCRETE 1426 1940 KITES ED - EDGE DISTANCE 2 - ANCHOR 01 CONNECTION 0 IS SPACED ON THIS PAGE LESS THAN 3 3/4' AS CALCULATED ON THE ANCHOR SCHEDULE, THEREFORE MUST BE ADJUSTED AS FOLLOW. 1 7/8' (0.5) AND 2 1 /8' (0. 57) 3- ANCHOR G CONNECTION 8 IS SPACED ON THIS PAGE LESS THAN 4 1/2' AS CALCULATED ON THE ANCHOR SCHEDULE, THEREFORE MUST BE ADJUSTED AS FOLLOW 2 1/4' (T= 0.63, V. .81) AND 3 1/4' (7o 0.79, V° .90) CONNECTION 8 MULLION BARS ANCHORAGE FLOOR /CEILING MOUNTED TO CONCRETE TYPICAL 'C1 OR G° ANCHDRS 1/4 -2X4 6063 -T6 ALUMINUM CLIP TYPICAL °G' ANCHORS 1/4 -2X2 6063 -16 ALUMINUM CLIP 1/4 -2X2 6063 -16 ALUMINUM CLIP TYPICAL C1 OR 0° ANCHORS 1/4 -2X4 6063 -T6 ALUMINUM CLIP TYPICAL 'C1° ANCHORS CONNECTION 8 APPLICABLE ONLY FOR ANCHORS 0 AND C1 7- CONNECTION 10 SHEET 13 CONNECTION 11 SHEET 13 CONNECTION 9 CLIP ANCHORED TO MULLION BAR O (ll t CUT TO FIT ` INSIDE MULLION MULLION MOUNTED TO CONCRETE CEILING OR FLOOR MULLION MOUNTED TO WALL 1/4 -2X 6063 -16 ALUMINUM ANGLE CUT TO FIT INSIDE MULLION 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 CONNCECTION 8 SHEET 12 CONNECTION 9 SHEET 12 CONNECTION 10 SHEET 13 CONNECTION 11 SHEET 13 • • • • e •••••• • • •• •• •••••• • • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970.NW 7150i AVE. MIAMI, FLORIDA 33126 Tel: (305) 4937090 Fax: (305)4937094 W.WY.RCALUM.COM Product: LIFE DEFENDER 55nr1 EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: +,En.gQ Jnr. CA 8116 8971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO ® AOLCOM Engineer Seal Pedro De Figuefredo PE 52609 DRAFT ING+ • PK DRTRN &MORE • Date: elY» ®/i01 • Scaleo NA. Design 14e: %MF • Miami -h! BCCO; • • • •••• • c, • v2?+ By 41u,. •Vi1 p • •••• • . Dravtitig• dumbe £31727 :• •• • Sheet 12 of 14 • • 00000 • •• •••• • •••• • ••• • • ••• • • • • ••• • ••• • 2x5 or 2x6 TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL SHEAR TENSION A 1/4' TAPCON ITW 1 3/4' 2 1/2' 3192 psl CONCRETE 472 547 B 1/4' TAPCON ITW 1 1/4' 2 1/2" HOLLOW BLOCK 279 160 C 5/16' TAPCON ITW 2 1/4' 4' GF BLOCK 785 942 C1 5/16' TAPCON ITW 2 1/4' 3 1/8' 2899 psl CONCRETE 852 788 D 5/16' TAPCON ITW 1 3/4' 4' HOLLOW BLOCK 570 261 E 1/4' TAPCON ITW 1 3/4' 1' PT WOOD (SG>=, 55) 233 602 F 1/4 -20 CALKIN POWERS 7/8' 3° 3000 psi CONCRETE 348 528 G 3/8° WEDGE BOLTS POWERS 3 1/2' 4' 3000 psi CONCRETE 1340 1940 MULLION BARS ANCHOR TYPE A B E G 2x2 2 4 2 1 2x3 3 2.5 3 1 2x4 3 3 1 2x5 3 3 2 2X6 3 3 2 CONNECTION 11 MULLION BARS ANCHORED TO WALL 2X2, 2X3 2X4, 2X5 ,MULLIONS 2 ANCHORS PER CONNECTION 2X2, 2X3 2X4, 2X5 MULLIONS 3 ANCHORS PER CONNECTION 2X2, 2X3 2X4, 2X5 MULLIONS 1 ANCHORS PER CONNECTION MINIMUM NUMBER OF ANCHORS TO SECURE MULLION TO WALL S - ANCHOR SPACING ED - EDGE DISTNCE TYPE B ANCHOR ONLY 2X2, 2X3 2X4, 2X5 MULLIONS 4 ANCHORS PER CONNECTION ANCHOR SCHEDULE - EDGE DISTANCE CONNECTION 10 CLIP ANCHORED TO MULLION BAR ea ! t• I ID111'd11lat$110 CONNECTION 11 SHEET 13 • 2', 3' 4 °, 5', 6' 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS • • • • •• ••••• • ••••• (3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREW; • • • • 1/4 -2X2 OR 2X4 •••• 6063 -T6 ALUMINUM • • • • • ANGLE CLIP • • •• •• •••••• • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33129 Tel: (305)499-7090 FOX: (305) 4997094 WNW.RCALUM.COM Product: LIFE DEFENDER 55nr EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: Eagatr CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM 4116 0 200; Engineer Seat Pedro De Figuetredo PE 52609 DRAFTING PK 1111111111112 &MODE • Date: 7 ' 6 • Scaleo NA • Desigq 14: PP44F MIAMI -DADt BCCD • •••• • DravOIMI •FTum be; 0'7;7127 :° Sheet 13 of 14 •• • 00000 • • • ••• • e•••• • ••• • • •••• • • • •S•. • ••. • ANCHOR TYPE A B E G S 3. 0 3. 0 1, 0 3. 75 ED 2.5 2.5 1.0 4.0 CONNECTION 11 MULLION BARS ANCHORED TO WALL 2X2, 2X3 2X4, 2X5 ,MULLIONS 2 ANCHORS PER CONNECTION 2X2, 2X3 2X4, 2X5 MULLIONS 3 ANCHORS PER CONNECTION 2X2, 2X3 2X4, 2X5 MULLIONS 1 ANCHORS PER CONNECTION MINIMUM NUMBER OF ANCHORS TO SECURE MULLION TO WALL S - ANCHOR SPACING ED - EDGE DISTNCE TYPE B ANCHOR ONLY 2X2, 2X3 2X4, 2X5 MULLIONS 4 ANCHORS PER CONNECTION ANCHOR SCHEDULE - EDGE DISTANCE CONNECTION 10 CLIP ANCHORED TO MULLION BAR ea ! t• I ID111'd11lat$110 CONNECTION 11 SHEET 13 • 2', 3' 4 °, 5', 6' 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS • • • • •• ••••• • ••••• (3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREW; • • • • 1/4 -2X2 OR 2X4 •••• 6063 -T6 ALUMINUM • • • • • ANGLE CLIP • • •• •• •••••• • • • • • • • • • •• • Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33129 Tel: (305)499-7090 FOX: (305) 4997094 WNW.RCALUM.COM Product: LIFE DEFENDER 55nr EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: Eagatr CA 8116 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENC00 0 AOLCOM 4116 0 200; Engineer Seat Pedro De Figuetredo PE 52609 DRAFTING PK 1111111111112 &MODE • Date: 7 ' 6 • Scaleo NA • Desigq 14: PP44F MIAMI -DADt BCCD • •••• • DravOIMI •FTum be; 0'7;7127 :° Sheet 13 of 14 •• • 00000 • • • ••• • e•••• • ••• • • •••• • • • •S•. • ••. • MULLION ANCHOR TYPE BARS C1 G 2x2 2 1 2x3 4 2 2x4 4 3 2x5 4 3 2x6 4 3 ru N ru CONNECTION 12 MULLION BARS ANCHORAGE FLOOR /CEILING TO BUILT —OUT TUBE M UL L IO N CONNECTION 9 SHEET 12 0 (4) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 14 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 14 CONNECTION 9 SHEET 12 (6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS CONNECTION 13 CONNECTION 13 MINIMUM NUMBER DF ANCHORS TO SECURE BUILT -OUT TO WALL • • eeeee 641 f ••••• • •0•. MULLION A MULLION Bi • I QUANTITY DF ANCHORS FROM TABLE QUANTITY OF ANCHORS FROM TAB LL • • ARE TO BE SPACED FROM CENTER ARE TO BE SPACED FROM CENTGFi • • • • LINE DF MULLION A LINE DF MULLION B • • BUILT -OUT BUILT -OUT • • . • • • • 0 00000 \�; 0, 11)1; pi • • • •• • MULLION A CONNECTION 13 BUILT —OUT WALL ANCHORAGE SUPPORTING MULLIONS 2', 3', 4', 5', 6° 2', 3', 4', 5° , 6° BUILT -OUT MULLION B SEE ANCHOR SCHEDULE ON SHEET 13 3.75' 3.75' 3.75' 1, 2, 3 DR 4 ANCHORS PER SIDE 3.75' 3.75 1, 2,3OR4 ANCHORS PER SIDE CONNECTION 9 CONNECTION 12 Manufacturer. RC Aluminum Shutters, Inc. 2970 NW 75th AVE. MIAMI, FLORIDA 33126 Tel.: (305)499 -7090 Fax: (30499.7094 WVWV.RCALUM.COM Product: LIFE DEFENDER 55rri EXTRUDED ALUMINUM ROLL UP SHUTTER Engineering: 1Ert QIla Jxtr. CA 8118 6971 W. Sunrise Blvd. 104 Plantation, FI. 33313 Tel.: (954) 585 -0304 Fax: (954) 585 -0305 ENCOO 6 AOLCOM AUG 2 D♦2007 Engineer Seal Pedro De Flgueiredo PE 52809 DRAFTING PK ORAORNO & MORE Dote: 8%U 8006 Scale; NA Design by: PPf1F MIAMI —DAr BCCII ' • • APPma®d'Itslod vki • i D V.. — 3 - tai. - w, 15"2 - Div s r- - __. • • • Hy • ••• •. DravPims•tlumbej P7,74127 :• •• • Sheet 14 of 14 • • 4 ••••• • ••• • •• • 0•• • • •• • 0 00 0 • •0• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurricane Shutters of South Florida, Inc. 870 Old Dixie Highway, Bay 16 & 17 Lake Park, Florida 33403 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: " HT -100 " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 06 -553, titled "HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. • • • ••• • ••••• • ••• •�•'• '•. • • ••• • • • • • • • • ,MIAIV1P.DADE COUNTY, FLORIDA • • E1RO- D►4IIE$L4.GkE1: BOWING • ••• • • • • • • • • 140 WEST FLAtLIeR STREET ,'S1 ,TE 1603 MIAMI, FLORIDA 33130 -1563 • • •(3Q5) 375 -2901 FAX (305) 375 -2908 • • • ••• • !ill: 4 , ; .migrnidade.aov NOA No. 07 -0214.09 Expiration Date: 04 /09/2012 o leo /2.4947 Approval Date: 04 /09/2007 Page 1 • • • • •• • • e • Hurricane Shutters of South Florida , Inc. • • • e ; ••: •�• • • ••• • ' • • • N OF ACCEPTANCE: EVIDENCE SUBMIT1'E13" • • • •• . • ••• •e ••• •• • • • • ' A. DRAWINGS • � � • • • • •' I. Drawing No. 06 -553, titled "HT -100 Aluminum Accordi Sfautt '! s et.61 • through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. •• • ••• • • '•• • • • • •• • •• ••• • • • ••• • • • • • • • ••• • • • • • • • F. STATEMENTS 1. Release letter issued by Hi -Tech Shutter Group, Inc., dated December 18, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Hurricane Shutters of South Florida, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Frank S. Cornelius. 2. Acknowledgment letter by Hurricane Shutters of South Florida, Inc., dated February 01, 2007, signed by Mr. Joseph V. Palumbo, III. 3. Letter issued by Thornton Tomasetti, dated December 18, 2006, certifying that the drawing (No. 06 -553) prepared for Hurricane Shutters of South Florida, Inc., signed and sealed by V. John Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc. generic drawing (No. 05 -509), revision 0. 4. Acceptance Letter issued to Mr. Joseph V. Palumbo, IIL on April 09, 2007 and returned signed by Mr. Joseph V Palumbo, III. on April 09, 2007, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed E -1 elmy A. Makar, P. E., M.S. Product Control Examiner NOA No. 07- 0214.09 Expiration Date: 04/09/2012 Approval Date: 04 /09/2007 N .048 0 " irmatanim • YI re 1.193" 2 N m .048" 3.840" MAX. .483" N 2 ' 5" 2.4 0" 2 plirm ,To,p5 r 84 1.533" r 1.533° .055 ' 3.283" 50 650° ( T P . •025 J 1.250° 9END SLAT 641" Sr... r HALP Slik 1.250" I .136" t25o" j a 4 • u • •• •2006 LICA HEADER-CLG. OUNTED 1 SCALE HALF SIZE ER-WALL MOUNTED SCALE HALF SIZE 3.993" • 2 " , al 4.418" 1 °B MW S E 4) ::: • J1: + 'THAT 4. TNE6H A Clp @Nl'6 GE I[ AND D NOT OiCLUDE INFORMATION R OP TNe PTLORmA �. VLICATIG P mina COMPLY FpS S SHALL 7 Ll WITH WI CHAPTER 61815 -23 Vit IP " 'L OR 1.8 TO BE SUB 7. AN1' MaOIP1GTVAL UM I0N OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID p TF • AP¢ RG GC PAVTS. °o 8. NIERI OPP AL MAY ELECT ONE FDiLOWINPa OPTIONS NT8, THE BI B DT¢ HEN E}[LU�RESPROM 11iE MI Ey � �� i C I I N � T y YC � PROD T U L C � T { c p p O N M 7 THE y L.@ ZONE AREAB, irM R° SHALL BE ACCEPTED BY WYNNQ OPPIL7AL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. NURD O Ne FLq�A IN: APPROVED AND 10. 1�1"E PROTECTION. TJAL' ' "iii -.' i3i1Yf'i[i2 ASFIALL BE LOCKED TO PROVIDE 1L pA STT L ORK SHUTTER EXTRUSIONS EEEXTRUSIO SHOWN SH#U. BE 6063- TT6 ALUMINUM MA PLLGOg ' Y, U.O.N. - 12' POP TO TE BE ti LT 32 �ALLTOarTRENtiTFi 0� 60 R.SJ., U t•il, 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. PL•OR TRA NC S MAY BE REMOVT NM sTACXINO LOCATIONS. USE 1R RE FAT BLE A S N[i Y IO 4I MSUISQiP�A9 ABLE A N1EP WITH THE MR KO PATENT AND TRADEMARK 3 2 UILD -OUT WALL HEADER 2 N Sre, a, HALP � .326" ., 12" MIN. -5' MAX 11 �G HALF s2E .2) .620" 1 10 0" MAW 1 1 m ° 21 n t3 7521 RNA O SILL- -WHALF ALT OU 3 SC ALE, 312E O 10 CENTER TE SCALE, HALF STAINLESS STEEL ASSEMBLY .320 "0 HOLE LAE 1EDINE P 251• E O12 EE ROLLER ASSEMBLY SCALE. HALF S WALKOVER "II i,420 ,-- .472.° ID. ful -.612° D.D. 4 12 1 1° ,. u•i 211° 1 1.350° 1 is; inglffrall (0MtaNAV IUrTOP Of S 5 l38 ALTERNATIVE e, SN 5 SCALE, lzE O�1 S S IZE . m lV U ,_ GS SCALE, FULL BIZtt .360 50° .055" .500" .24 .060 3.245` 3.049° 00 LI 2 50 .949" 1 1.891° 060" 0 60" 4 O CENTF.RMA 1 (WULOomro sots SCALE. HALP SIZE .485" 1 CARD BO° tt� 1 l un HALF sat .375 R .505° R .315" R m 0 1•'•�L ua 1 7 7 .040; t e .200' LOCKING ARM AUGNMENT INSIDE HANDLE ® �� 8 SCA HARP s I � � 1LOil 1t�E' •• •• WTL001STISTS67EEL • • • 14 LOCKING str lc/ • • • •• • • • 2° .050 ® FLAT END SLAT 7 scale. HALF CENTER 2 (VOLOCIONG • • • • 'r • Vd ® MI SCALE. MAUI SI7 • . ICuezevich •• • • • N IICw ..' M . • • • •••• •• • • • • •• • • •••• • • •••• •• • ••, • • • Amami 5 sxsN>v1a'hs & i1s p O Zoo • Pao3u%L zist1 09/14/2005 AS NEM, ` (d I 06-5 I ( sheet 1of7J •• • • • • • SECTION TOP TRACK 11 AL LOCING . T SIDE ATIO MECHANISM 111 OF I i �r- LOCKING MECHA I 8 N 2 0 z 0. N 1- 1- (A X X E z 0. a. • z 2 0 F U W N z us to a N N LBOTTO M TRACK A Y AEPTABLE ANCHOR). B (TYP.) F NAN MOW SM OR BELOW 18^ ENTER E (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. 111 leigEW IMO= 1 o ii m SINGLE ARM LOCKING MECHANISM g SHUT TT TE I R 1� . N INSIDE OR O UTS I D E ON SHUTTER TYPicat Ptah VIEW ° �If TE FASTENER SCHEOUIrp 1 MA X. t" x t" x 1/8° ALUM. ANGLE W/ 3/16 °0 POP RIVETS @ 6" 0.C. OPTIONAL g D O RILL 5/8 "0 HOLE FRO BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) REMOVABLE AND FIXED SILL PLAN VIEW MIN. SHUTTER SEPARATION SHEET 5). DISTANC T SHUTTER (BLADE OR FROM HANDLE WHEN MOUNTED O R ANY A EPTABLE C INSIDE. ANCHOR). A LE FLOOR TRAC DETAIL FLOOR TRAC DETAIL v .50 "0 z X N 0I > USEDIN tt PNG$ ®AND® ALE• _ AS 24° 0.C. SEE ANCH SCHEDULE S ACCESS HOLE XISTING STRUCTURE EE SECTION B ON SHEET 3 FOR�pC�OpM�PLLEpTEE INFORMATION REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SECTION 3 SINGLE ARM LOCK NT.S. ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER INGLE ARM LOCK 2° M SINGLE ARM LOCKING OR SKIOM CENTER . , INSIDE OR OUTSIDE SHUTTER E FASTENER SCHEDU REMOVABLER TRACK DET�L.TRAC DET�� FASTENER (5 24" 0.C. FOR ANCHOR CC Y EPTABE A (TYP.) MOM MN =NM NM �SE BRiI Lg MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE. 3° ° T_r /4° MIN. 1-1/2" MAX. 1" x r x 1/8° 3/16 "0 POP REMOVABLE FIXED SILL (DOES NOT REPIACE SINGLEATINILOCIO OPTIONAL CLOSER HANDLE N.TS. HANDLE MOBS WW1 E E ARM Lo00 OPTIONAL CLOSER HANDLE N.T.s. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM INS WHEN MOUNTED SAINIEE 12 BUSHING 7/16" 0.0. 0.63" LONG NYLON � 1 BUSHING 2> ___ II_ . 11 o OPTIONAL PLAN VIEW SCALES 3" • t•-C° SSErnaLY P LOCATION REFERENCE SCHEDULE FOR MAX. SPACING XISTING STRUCTURE SEE SECTION 1. ON SHEET 4 FOR COMPLETE l IN Np F E ORMATION REFERENCE N CHOR SCHEDULE FOR MAX. SPACING •10 x 2" SMS. MANUFACTURED FROM $*410H OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON SERIES STAINLESS S EEL WASHER 0 (TYP. TOP & BOTTOM) 3/8" O.D. x 0.90" ONG NYLON .M17944 BUSHING Vi 1110 x 3" SMS. MANUFACTURED FROM H410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ $1SSHI ASSEMBLY ASTENER 24" 0.C. F OR ANY ACCEPT ANCHOR). • • • •• • ••••• • OOOOO •••• • • •••• OOOOOO • • •• •• •••••• • • • • • • • • • • •• • 2 Thr.1s 0 M • ••• ••• •. • • ••• • •••• • •••• •• • • • • •• • • •••• •••• •• • • • • 9!•.:it • Z.e07 0/ 8 6 4 0 C U u 8 . • 1 09/14/2005] e.+�n ro 06-553 ( sheet 2 of 7 w w SEE TABLE 2 w EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Q CONNECTION TYPE REFERENCE ANC SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY TYP. EVERY OTHER 1/4" MAX C2 CONNECTION TYPE SCHEDULE FOR MAX. SPACING 5/8" MAX. I AAELL MOUNT SECTION EXISTIN CONCRE MASO�NRY A NCHO R SCHEDULE, TYP. 0 c0N EC O SCHEDULE BUT D MAX. EXCEED 6" SPACING CONT. 0 CONT. 1/2" EMBED. 5/8" MAX. CONT. (11)CONT. NOTE, Q6 GLSpEE TABLE �3< BASS w .. - 3/16 "0 POP RIVET OR N12 TEK SCREW _ -5 c, 6' 0.C. (TYP3 '0 ASSEYBLY < w • 1" x 1" x /B" £ w ALUM. ANGLE • W/ 3/16 "• POP 1/4" MAX — RIVETS D 6" 0.0 CS CO CONNECTION ONCHE P SCHEDULE FOR MAX. SPACING CONT. 9 -3/16" MAX. REVERSE ANGLE LEG DIRECTION. FROM ONE ANGLE E C MAY FR BE FROM BOTH ANGLES (TYP.I O. C c090 g�N E SPACING BUT 0M NOT EXCEED 6" SPA NG li CANT 1 i 5/8" TYP EVEER OTHER P MAC � 20 TS ' ,1 /2" T S D CREW @ 12" 0.C. ITYP., & BOTTOM) SEE TABLE 2 /2 MAYTBE USEDNAI' TOPIL 1/4" MAX 1/4" MAX EXISTING WOOD C STRUCTI URE. MASONRY EXISTING CONCRETE, U R MASONR E ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. 0CEIL ING/INSIDE MOUNT SECTION SCALE. 3" • r -0' 1/4 -20 MACHINE BOLT W/ NUT 12° 0.C. (TYP., TOP & BOT'TOM) +tfl ■ 1111 • I 3/16 "• ` LOCATION L A ' S { T � E p N A NGLE SUPPORT - S � „ REFE N OR1 /4 " OF H EI NEE OR MAX. SCHEDULE FOR MAX SEE TABLE 2 Q. Q. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING LD-OUT MOUNT SECTION. 3" • r -■" 1/4° MAX. EDGE DIST. Z GLp )t or OR O • )(X X Qu 1/4" MAX. O STRUCTUR E MASONRY ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER C7 N TYP (d 24° MAX. 0.C. REFERENCE CHULE FOR MAX. EXISTING CO FINISH SPACING OR G MATERIAL TYP. TOP & BOTTOM 1/4" MAX. 4014 SMSS 24" BETWEEN TRUSSES 0 g CONT. - FOR LARGER SPANS SEE SCHEDULE 1 AL YPE CT`s CONNECTION TYPE REFERENCE ANCHOR REFEERENN A SCHEDULE BUT DO MAX SCHEDULE FOR MAX. EXCEED 8 -1/2° SPACING SPACING 1/4 -20 MACHINE BOLT W/ 7I ... BOT fa112" TOM 4.G ITYP• TOP of 1/4" IL MAX. 1OTOP & BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 'Y EE - FOR LARGER SPANS E TWO 2° x 5° AL MOLES EE SCHEDULE 1 TYPE /8' MAX OA1 JLD-OOUT SECTION 1 " 3" 1 SEE TABLE 2 EMBED. 1/2" REFERENCE N CHOR HDUL FOR MAX. SPACING 5 /B" MAX. EXISTING CONCRETE MASONRY NCHOR SCHEDUL RE. X ld Vl MAX. 1/2" MAX 2 < 0. W 1 T I- N X F WOOD SOFFIT/ O FLOOR MOUNT SECTION G SCALE. 3" • 1.-0" O UILD -OUT MOUNT SECTION D 3 . " ■ . 4° x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 WOOD LAG SCREWS WITH 2 -3/4" Wt MINIMUM THREADED PENETR. "T'IN WOOD p EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE • • fn BEYOND DS •• • • • EXTEND PLATE TO NEXT TRUSS •••••• • —1/4" •••••• MAX. CE O N�ANC TYPE SCHEDULE FOR MAX. SPACING EXISTING CONCRETE MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2' x 2° x .050° ALUM. TUBE TYP. TOP & BOTTOM 1/4" O MAX.- 3 S HE FOR MAX. EXCEED 8 BUT SPACING 5/8° MAX. •••• • • •••• •• •• •••••• • • • • • • • • •••• • • • • • • • • •••• • • •••• •• • • • • •• • Amegved 01 d,�:: Y ei3i 100 P • • • • • •• • AS AS NOTED • •V.J. Knez?vich •••■ • •• • • •••• 09/14/2005 06 -553 ( sheet 3 of '7 ) • • • ■ • • • • ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2 x 5" 5• -0" 9' -5" Tw = .125" 8' -0" 8•-1" Tf = .125 10' -0° 7' -6" 2 x 8" 5• -0" 14' -0" 8 -0" 11 -6" Tw =.072" Tf = .224 10' -0° 10' -4" 2" x 9" 5• -0" 15• -5" Tw =.072" 8' -0" 12' -5° Tf = .224 10• -0" 11• -2" CALK-IN 1 4 �MIN EM IN 77 N, EWIGE 1(51 C DI ?OR C. ( FOUR 1 4 "0 ELCO CRETEE-FLE 3" O W/ 1 -3/4 p E MBEDMENT & 2 -1/ G_ I555SSS EXISTING STRUCTURE TWO 3/g"0 POWERS CALK -IN (la, g 3/4" O .C. AWN/ 1 -1/4 pp MIN. EMBE WITH 4 / /2 EDG DIST..rCI OUR_ v 3go V81. EA-CH NGLE 5/8" MAX. 6 T AL UM. ANGLE rDETAILS©1 &® THREE -1/4 °0 THRU BOLTS 1" MIN (MAX. DESIGN LOAD•72 P5fl � P U SCALE 3 DET ALUM. BEAM SEE BEAM SCHEDULE BE OW FOR BEAM DES RRRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE S SCREW BOLT O� ACCESS U LE THRU SHOWN IN DETAIL L.9 -1/4" MAX. 4 a K W 1- X y X Q E NOTE: 1. USE BEA SCHEDULE FOR 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO !j OF SUPPORT. (MAX. DESIGN LOAD• 72 PSF) O) SUPPORT BEAM DETAIL 3/16 "0 pOP RIVET OR 1112 TEK SCREW @ 6 0.C. AL. BEAM (SEE BEAM SCHEDULE Cg ABOVE FOR M A X . DESCRIPTION SPANS) 1/4 -20 5.5. MACHINE SCREW & NUT (0 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAILtp b03T� / LUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION v1 ANGLE DETAIL USING CALK-IN ANCHOR DRILL 5/16 "0 HOLE tor O ANGLE DETAIL USING CRETE -FLEX ANCHOR P S LYWOOD AND TUCCO FINISH 5/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16"0 HOLE t13° 3.76" ,(1/2" WALL MOUNT SECTION - USING r x 6' P.T. WOOD PLATE K SCALE 3 • t-0" PLYWOOD AND STUCCO FINISH 1.00* 5/8" MAX. -a-, 1- 1- x y E • o • 5 81: Alis O WALL MOUNT SECTION - USING ALI,IM. TUBE, SCALE 3• " 0-0- EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. O. O. G1 SEE TABLE me DOO 3/16 °0 POP RIVET OR 012 TEK SCR [(0 6" 0.C. (TYP. SSE BLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. OPTIONAL LOCATIO CS SS CON NC ON TYPE SCHEDULE FOR MAX. SEE T 2 V2" 1/4-20 S.S. MACHINE S CREW & NUT BACK SIDE FOR FAST HOLE (ID G 0 1/4'0 S.S. / 1G3 /4" EG PENTR. IN CENTER OF STU 1° x 3 x 1/8" OR 6063 T6 A TU (MAX. DESIGN LOAD • 72 PSF) 1-1 tt! O 2 1111 • 1/4 l - . • p� NS • ALUM. ii M — •• • y ' W u p 6" 0 C. 1/4" 0 00000 • _ •• ••• MAX. 443%11438 • • DG •1S • • R FERENCE A SCHED FOR MAX. 5/8" MAX. • SPACING CEIUNG/INSIDE MOUNT SkG�ITON F $.S LAG 5 PLATE /51 -3/4 ° PEN0 O SCALE. 9" -1-o- ETR TIILLN INTO WOOD PLATE & 12 O.C. ( 24" 0.C. 1/4°0 AX. LAG SCREW " 2 STUDS TION IN CENTER OF WOOD PLATE (MAX DESIGN LOAD • 72 PSF) • O. • •••• • • • ••• • ••• •• • • • • •• • •••• • •• • • 4 0 2 a 9 •..1 ;L •. • • y evich Rllcmm • (4, •• • I • a lt • o • • • • • • 31 fit 09/ 4/20051 1 •° m Mali mmm� m 06 -553 sheet 4 of 7 J • • MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS (CJ �EJ (FT - IN) TYPE B DETAIL 2 OR DETAIL © W/ sipL ANA REQUIRED M -3 AX. /4" 8.0. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL ® 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 -1 12 -4 13- I 12- 38.0 13 -1 II -0 13- 1 11 -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12-4 9 -9 10 -4 10 -0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 II-7 8 -7 8-7 8 -10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 -3 8 -0 8 -0 8 -2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8-11 7 -0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 6-10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6 -7 5 -2 5 -2 5 -5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MINIMUM MINIMUM SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR ' DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (FT - IN) EnUAL 30 0 30 ABOVE N (PSF) ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2$/8 • . 5 - 0 2 -7/8 1 -1h• • 7 -0 2 -7/8 1-42414 • • • 80.0 8 - 0 2 -7/8 71g • 11 - 0 3 -1/8 3 -1/8 12 -1 4 • 1!••• 5 - 0 2 -7/8 1 -8 /rR • • • 7 - 0 2 -7/8 16-34.4• • • 8 - 0 2 -7/8 90.0 2• • 11 - 0 3 -3/8 13 /IP • 11 -6 3 -7/8 •••••• 5 - 0 2 -7/8 3-1 /f • 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 • 2 • • • 9 - 0 3 2t 31/4 • 10 -3 3 3 SILT. CLOSURE DETAIL N SCALE, r . r-o" 1 " ° x1 /8° ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/ "0 ALUM. POP RIVETS (TYP.) A L UM . I TU BE 6063 -T6 ALLOY ANCHOR S E !N I E OAL . OSURE DETAIL MIN (USE ANY ANCHOR N ANCHOR SCHEDULE; IOW EIS 0 TEK SCREW OR 3/16`0 A UP i POP RIVET @ 24" O.C. 1TTTYYY TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR R 1j SCHEDULE FOR ANY ACCEPTABLE ANCHOR NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O COR11 E CLOSURE DETAIL. P SCALe, r-0" 2 "x ALUM. ANGLE CONT. O 3 /1 6° 0 ALUM RIVET @ 18" O.C. 1" x 1" x .055" L7° x 2 x .055 "• OR 2" x 5 " .125" AL. ANGLE •10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1 "oV " L 1"x2"xAmyl 2" x 3" x .055 2" x 4° x .055" OR 2" x 5" x .125" AL. ANGLE 1/4-20 TRUSS NUUTTS W/ LOCK WASHERS (IO EXISTING STRUCTURE USEF REQUIRED OR FEMALE AS T. CORNER CLOSURE DETAIL, r r -o• NOTES, 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER O C (SEE SCHEDULE SHEET 5 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY 1/ " BELOW CONCRE ALRNATE FLOOR MOUNT DETAIL. R sc r . r -o" a. �c0 to m 5 5 It 41 aW )( me E me to 1/4" MAX. B L E 2 1 -1/4° XISTING STRUCTURE MIN. 3,000 PSI CONCRETE ONCRETE FASTENER (in 8` O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE APPrm > MIN Mud By • • • •• • • • •• • • • • • •• • • •••• • • •••• •• • • • • • • • swgi3` with :ea AS 0.5 NOTED �S i oa,• 0 r 0 • • • • •••4 E/J .Knez R license r 09/14/20051 MCRJ 06 -553 ( sheet 5 of7I • • • ANCHOR SCHEDULE FASTENER MAXIMUM SPALWG MOM) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS '3111us1SIX ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (5EE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 5EE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 N01E C3 TYPE 3) C4 C5 12 :ud!!!lllllllNllll111111161oo» 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3 4 / 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 V4.0 ITW TAPCON WI OM 6.100p31 CON0&lq 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 J 8 3/ / 4/ 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 3 // 8 3 4 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 //, 4 8 3 4 8 3/ 4 8 9 4 9 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 1 •71G■! 1/4.0 POWERS CALK -IN W/ 7/8• EMBEDMENT & 1 4-20 STAINLESS STEEL MACHINE SCREW DAN 3.000p5J.Wl CRE110 45.0 12 12 12 12 12 12 9 12 12 8 12 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 12 12 7 12 12 6 12 5 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 12 9 5 12 6 • 5 12 5 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 12 5 4 12 5 4 12 5 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 12 5 4 12 5 4 12 5 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 Q r - 45.0 57.0 12 12 12 12 12 12 10 8 • 12 10 12 10 7 5 12 9 12 7 6 5 8 6/ 4 4 3 412 12 12 12 12 12 12 10 7 6 12 12 12 12 12 12 9 7 5 4 12 10 12 8 12 9 8 6 4 3 9 7 5 j 5 5 4 3 1/4.6 POWERS NAIL -IN W% 1 -1/8• MET. EMBEDMENT O NO MK EMBE ME • . a 73.0 11 11 11 6 8 4 4 4 7 3 4' 6 a / 3 , IV 12 12 12 7 4 9 5 5 5 3 8 3 3 4/ 7 4 105.0 8 4 4 4 gA =a 3 'ral2 3 'l/M, 3 //��i/��i 4 170.0 6 � , 3 7A V/' 3 O MAN MAN 3 �� ,' DM ra 4 • • I " 1/4.0 ELCO MALE/ PEMALE 7ANELMATE W/ 1 -114 MIN. EMBEDMENT IS 1/4 -20 MACH.IE SCREW WITH NUT 0 33.5.3 0pS.L00NC0 10 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 il..„gpqin„qm„im_ idnim \` _ 1 �71� { 01124.3A20 RSA CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 _ FLEX MK 3550 Pi/ 000055111 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 '7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONOHES) REQUIRED FOR VARIOUS DEIGN LOADS AND SPANS '3111us1SIX ANCHOR TYPE LOAD (W) P.S.F. MAX. (EE NOTE 1) MIN. 314 EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -O" (SFE NOTE 1) SPANS UP TO 9' -0" PEE NOTE 1) SPANS UP TO 13' -1" (80080061) CONNECTION (585110003) C1 C2 C3 TYPE C4 C5 CONNECTION C1 (SEE C2 NOTES) C3 TYPE C4 CONNECTION C5 C1 (SEE C2 NOTES) C3 TYPE C4 CONNECTION C5 C1 (SEE C2 TYPE NOTES) C3 C4 CS =OM INUIT 111111111161N11111111'" � 3/ o PARALLEL n 00 SMEAR TO WOOD DRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 7 12 5 4 3 105.0 12 9 8 3 3 12 5 4 9 %// 12 5 4 9% 12 5 4 3 170.0 12 5 4 3 // 12 5 4 3 /'' 12 5 4 3, 12 5 4 3 a m m I SEE PAGE 7 FOR ANCHOR NOTES • • • • • • • •V J Knezcv)ch •• • . R •• • Utt° W NOa •• i re . •••••• • ••••• • • • • •• 00000 • • • • • • • • • • •• • Appovt4 iGl • •• • • • • • •••• i f - •• • • • • •• • • •• • •_ • • to • zeta AS NOTED) • 0 091 4/2005 a°.n n 1 06-553 [sheet 6 of 7 • •• • • • • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING WOES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ,nws -asoa ANC4(OR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C7 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (5EE C2 NOTE C3 TYP= 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 C5 I : � i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 P , 1/4-0 4- IM TAPCON W/ NT 45.0 12 12 12 7 4 9 9 9 5 3 R 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 7 7 4 / 6 5 5 3 / 4 A 4 A/ 11 11 11 6 4 8 8 8 4 4 7 5 6 4 A 5 4 4 " 3 3 ' id 73.0 7 7 7 4 ' 5 3 3 3 ' 4 "" 4 " "'Z 0 8 8 5 3 6 3 3 3' 5% ' 3 ' S 105.0 5 //AI /I 4 OMEN 4 VA0 [ //� /. Ai 1 3 VI 5 II 3 15 //.I 3 17 0.0 4 '/ AG � FITA/ � .II/. , EI/IIlD% 4 NOME 4 � I/ I/OI a l 3 M. 5 DM 3 r 5 M. 9 3 5 4 4 9 r A r A * �� V W/7/0 EMBEDMENT STEEL MA[NTAE aCREW 45.0 12 12 12 7 5 11 11 11 5 10 70 10 4 7 ' 12 12 12 12 7 12 12 12 8 5 12 12 12 7 6 57.0 73.0 12 10 12 10 12 10 6 4 4 3 9 7 9 4 9 3 4 3 A 1 6 8 6 MN 7 3 3' A 5 S ' 9 9 / o 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 / / / m 12 12 12 7 4 9 5 4 5 3 8 3 3 4 A 7 105.0 7 3 3 3'� "' 5 „" 5 "" ,' 4 ' 7 'I 4' 7 " " 94 4' 4 ' 3 3 17 5 .'/ "'.A 5 'A Y. 5 ""�i/��' 4 ; 7 ED 4' 7 45.0 57.0 12 9 72 9 12 9 7 6 4 3 8 6 8 6 8 6 5 4 7 6 7 4 7 5 4 3 4 S 4 � 4 12 10 72 10 12 10 9 7 5 4 9 7 9 7 9 7 6 5 9 8 6 8 5 8 6 5 4 8 6 4 U " 1/ 441 POWERS NAIL/ 1 -vE• !CAL EMBEDMENT 73.0 7 7 7 4' 5 3' 3 ' 4 mama 4 / "C, 8 8 8 5 3 6 3 3 4 ' 5 " 3 ' 4 'I 3' 105.0 5 / /�%Ln///, //I 4 II //I 4 //I //.I 3 //. 4 //. /I. 0/, 4 Ea 3 170.0 4 Z ANEWA" 4 //,EN 4 ""�` /i �y�I� AWAN 3 ' 4 " 3 1 4 Mr/ 3 M O ill 4 • V4 . 0ELCOMALC/ F 1--V MBLEKB SCREW WI 11 11 11 5 6 m9 3 34 4 44 12 12 12 8 5 10 10 10 4 73.0 11 11 11 5 3 8 4 4 7 3 3 3 6 3 4 12 12 12 6 4 8 4 4 7 3 3 4 4 105.0 8 4 4 3'M 3 ' 6 0525 3' 6 3 3 ' 6 I ' 3 , 6 " "3 3 ' 170.0 6 //�'pu THNUT ' 3 ' 6 ZO 3 ' 6 � " / ' 3 '/ •�� ' 3' 6 aI 3' 6 i •� � �'""' ""' """" " `"` "" "" "' " ` " "`' 4•'► 1 ... ' 1�k.� r.. . -,!-, 45.0 12 12 12 10 5 11 11 11 7 10 6 7 4 % 12 12 12 12 7 12 12 12 9 5 12 12 12 8 7 spill 7 M 4 0 57.0 12 12 12 8 4 9 9 9 5 B 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 73.0 10 10 10 6 3 77 4 4 3 4,4 6 4 4 3 4 5 // 3/ 12 12 12 7 4 8 5 4 5 3 7 3 3 4 A 105.0 7 3 3 4' 3 a 5 " 3' 5 " 3 ' ' m, 4 ' 7'I 4' 7 " 4 a M Iiii 170.0 5 /�Eia �V��' /�M4 3 r A 5 M. %I 3 r ed 5 OM 3 4 7 FV 4 9 7 r2 4 tlitatnri> 45.0 12 12 12 10 5 11 11 11 7 10 6 7 � / � / � // �/ ��e 'a 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 5 57.0 12 72 12 8 4 9 9 9 5 8 . 5 4 5 I 3/ 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 ppp / 4 / 4 1/4•>w C FLEX 73.0 10 10 10 6 3 7 4 3 6 4 , 3 5 / 3 4 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 105.0 7 3 3 4 'EM' 3 ' 5 " 3 ' 5" 3 : ,' 4 7'I 4 7 "4' 7 I' 4' 170.0 5 /�'M' 3 15 i' 3 VA 5'I 3'�/��ird 4' 7 4' 4 E d s 0 b g 8 5 • ANCHOR NO185 1. SPANS AND LOADS s FOR SPECIFIC LOAM MUSST BE LIMR'i 10 THO S6 sxo9IN WARE t� ar;E 5: Z. E4U 1�N�, C A IV E OU RO O S E AN SEL gCRTySPApN ER 3. E TI N S T AILSTR R I DEN T IFTCA ROPR A CONNEC ON TYPE• E. 5EE MOUN 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECD ENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE RR EXCLUDES � WALL LpT FINII y SH OR STUCCO. 6. MEMBER S N O PIE MA. PA TT T PLYW I5 ACCEPT FO PAC& OP 7. "SOUTHERN PINE' 6 0o 5 R ER D N S TYM AG CRE SH HAVE PHILLIPS PAN AD OR EX HEAD. SCREWS SHALI. 8. BEAD { SIDEWALK BOLTI U.O EITHER MINIMUM PAN HEENGAGEMENT . US A� OR WAFER 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. SCREW NUT NUT WASHERED W REMOVABLE BY REMOVING MACHINE 11. FOR BUILD -OUT MOUNT SECTION°ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. • • ••• • • • •••••• • •••••• •••• • • • •• • • • • •• •• •SSS•• • • - • • • • • • • •• • A9y7 fl10ex""4.49 "%5 •Tia+tam MAO D•a o 411 SoO7 NO K • • !1L • •••l • •••I • • •• •••• • •••• • ••••- •• • • • 8 • • • • • • •••• •• • ••• ••• ffi O 8 Z g i0 t 09/14/20051 `SSNOTEDJI MCE) 06-a3 (sheet 7 of71 • •• • • • • • 1