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RC-11-885Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: I NS P- 163930 Permit Number: RC -5 -11 -885 Inspection Date: September 09, 2011 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments REPAIR HEADER BEAM WHICH WAS FAILING, REPLACE EXISTING COLUMNS SUPPORTING BEAM, REMOVE AND REPLACE SOUTH PATIO DOOR, REMOVE EAST PATIO DOOR AND REPLACE IT WITH SLIDING WINDOWS AND CEMENT WALL Passed /97,--7/ Inspector Comments ec-- CREATED AS REINSPECTION FOR INSP - 163847. Need shutter final. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 09, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 152062 Permit Number: WS -6 -10 -1122 Scheduled Inspection Date: September 09, 2011 Inspector: Bruhn, Norman Owner: ACOSTA, JUAN CARLOS Job Address: 128 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ACCESS DESIGN CONSTRUCTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number Parcel Number 1132060132270 Phone: (954)822 -2865 Building Department Comments TWO DOORS REPLACEMENT WITH IMPACT RESISTANT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 151985. 1 Product used are not labeled and do not match approvals. 2)Window is not Arch Aluminum. 3) Mullian must span the full width of product attched to its jamb 4)Door hinges are marked 15" on center max per PA 5)AII glass must be labeled STOPPED INSP NB September 08, 2011 For Inspections please call: (305)762 -4949 Page 3 of 19 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150540 Permit Number: PL -8 -10 -1543 Scheduled Inspection Date: September 09, 2011 Inspector: Hernandez, Rafael Owner: JONES, WILLIAM Job Address: 379 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: GRAND PLUMBING CORP Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060136130 Phone: (786)337 -9090 Building Department Comments RE PIPE WATER AND DRAIN PIPES, REMOVE AND INSTALL BATHROOM FIXTURES. Passed v Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 08, 2011 For Inspections please call: (305)762 -4949 Page 1 of 19 Miami Shores Village Building Department ?rad 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 aa BUILDING Permit No. g. C ^ 5 - 1 1 ' p8c PERMIT APPLICATION Master Permit No. FBCZO (S(6N-1 Permit Type: BUILDING R OFING OWNER: Name (Fee Simple Titleholder): 3 D `" 'e-r r v hone #: o - rU 3 p (Q j Address: aka, 2L 6 � I i (�j� _ City: .VIAk. 5 to Die i State: � Zip: 33138 Tenant/Lesse e: Phone #: Email: �r i 4� �- �'M JOB ADDRESS: Z' I--A L l City: Miami Shores County: Folio/Parcel #: 1 3, ®(� ® 1 5 Lk Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: (c). Address: Miami Dade Zip: 33 1 3 8 Flood Zone: Phone #: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of C Contact Phone #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: .k_./' / / Type of Work: ❑Addition UAlte , ti New T / ORepair/R ce ODemo ' on AZ Description f Work: D.. _ `0 C., U.- ► k AleMENII EIRINEIMPAMO .C.e- A...(44 e_ al (Co - 'dzZ2 %0Z. 0 P�.Jellk�� U5'�1b06, l��,t �ViR fe � > �'-1 -1 �z't,Q3 * * * * * * * ** Fees* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �1�4J Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ S54, 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 attac.. end Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w c ccurs ,:even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ,'sv:'d and ; <r pection fee will be charged. Signature \_/ Signature Owner or Agent The for-,� oint '.�'trument was ac po ledged dayo ,20 11 ,by who is pers nally known to me or who has produced As identification and who did take an oath. 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: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) Sign: Print: My Commission Expires: Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161132 Permit Number: RC -5 -11 -885 Scheduled Inspection Date: June 21, 2011 Inspector: Bruhn, Norman Owner: BERRY MAN III, JOHN Job Address: 248 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Columns Work Classification: Alteration Phone Number (305)754 -1423 Parcel Number 1132060134180 Building Department Comments REPAIR HEADER BEAM WHICH WAS FAILING, REPLACE EXISTING COLUMNS SUPPORTING BEAM, REMOVE AND REPLACE SOUTH PATIO DOOR, REMOVE EAST PATIO DOOR AND REPLACE IT WITH SLIDING WINDOWS AND CEMENT WALL Passed .449:16: Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160817. CREATED AS REINSPECTION FOR INSP- 159832. Steel must extend to foundation. NB 6/14/2011 - STEEL PLATE FOR FOUNDATION TO COLUMN CONNECTION. NEED TO SUBMIT DETAIL TO THE BUILDING DEPARTMENT FOR APPROVAL. r June 20, 2011 For Inspections please call: (305)762 -4949 Page 23 of 25 V3p/r- &Az/5TC)b-A, e I 844 " f m Z,0 \L,3 410,(4102v ry- 5 *.(hi; -1341 ysi‘j±,E, kt ∎ r- 17,11/4 -t(-,4K '( -,, ti4 k Tx-leis (Y IBk=.t 56.)( K51.. d J0-b- 5 1&11 oW 0- Z`�_ (2) ---e.4.Nd -Darn" Tie! } 4: tat - 6- a 6f- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No-I1 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OOFING Master Permit No. Phone #: 3 S! ?O3 'T U, OWNER: Name (Fee Simple Titleholder): j/uu't Address: ti 2 l i/ 9Zi - j r / City: iZbaril, L J T�E� 5 State: Tenant/Lesse Nce: Email: 4j % 41,a44. e ini C 1( f46L 371- JOB ADDRESS: Phone #: Zip:. ,713 City: Miami Shores �L County: Miami Dade Zip: Folio/Parcel #: // Z 0 c, t� 3 I ( 'S Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: 33% Value of Work for this Permit: $ Type of Work: ❑Additio Description of Work: e et r 5-0-61-0 ❑Alteration * * * * * * * * * * * ** Square/Linear Footage of Work: New �•air/Replace ODemolition �� to id teas /7 . / 1,... dam- ra,A() a eQy4- czL°u-N y l ° * * * * * * * * * * * * * * * * * * * * * * ** *Fees * ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ° ° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 00 • a0 TOTAL FEE NOW DUE $ 2 0 . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and MR 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 subj to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b approve• and a reinspection fee will be charged. Signature i- LL Signature er or Agent I Contractor The f' rego' g : nstrume9nt was . ' ' ' o ledged r• re me this `� f� The foregoing instrument was acknowledged before me this day • ' � /� . , 20 1) 1 I , by ► ►� \ 1 j 1 i I day of , 20 , by , known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. y) My Commission Expires: 1;11:6°).1W NOTARY PUBLIC: Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning /1/ j pio iki Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 11"-- TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713., Florida Statutes, the following information `7v�p��,, �Nyyfv i bil 'oi ncement. Ckg fv Y that ills k E Ms avy oftito this itir A020 CO day of 2. Description of improvement: 1111111 11111111111111111111101 CFN 2011R03:36417 OR Bk 27697 Ps 2006; tips) RECORDED 05/23/2011 i11 1` . 30 : 11 HARVEY RUVINr CLERK OF COURT MIAMI—DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office b *k f 4-4 ( cfirlec/ f7 3. Owner(s) name and address: V 8 , ti.- �i Z - f ` S 44 8. Interest in property: /e eX9 /! j' jt� _ �� b Name and address of fee simple titleholder:cibtiet�C • eomf{ c in ?as &L fi fL' 4. Contractor's name, address and phone number. 62 /V i 1'L) it-0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by 0 ner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes,) / f/ / -- Name, address and phone number: O 4 L° (r/ (.v. r �s'T� /V �% f s14 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COM ENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCIN' -, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Qw er(s I: Owner s)' Authorized * r / or /Partner /Manager Prepared By C/ 1,1 i r Li �% AI Prepared By jvhm Print Name �� . �-'�1 Print Name , , '9104 Title /Office di MI Title /Office 1110414,i_ , , 4 e✓ F 3 3 / STATE OF FLORIDA Ar i COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this`Z/' day of //4. 'Id • DO (( By ❑ Individually, or ❑ as for personally known, or L3 produced the following type of identificatio '`�_ Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. \MMIA sTAT E 010. .`. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director /Partner /Manager who signed aboQ'E'rnf,,,l,00 By By 248 NE 98th Street, Beam Replacement Work Area 2011/05/10 , ,•• ;-•;.• •i • "' • • , ,•••• I " • ; = •' • • • , • • , 4 : 1 4 44 • • , 4 ? • ? , 4 • . • fs. Ir1JR1FCT TO CI TATF AND CO BLDG RP-Tj . i"-- a] 0 LIM rVliarrii Shores Village e I co -H ALL ID RFG , . .. ,_ `g• • • • • • NJ cf5 • • • • • •• • • • • • • • • • • • • • • • • • • -*"ff,GtA p.0),AA. 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EE)C.IS Of; IttAaNSIV' r,r;.;1,:filf 1 E. i'fir.A1ANCtIOR IS 2 11•4(-34i'?,-1. t Ph 2 BUCK DETAIL FOR ALTERED OPENING Bi.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • co Xa x w cr��a� � �i` cf3fit.).„ proo,e0 S i(z,i( BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12`h Ave. Pompano Beach, FL 33069 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 AJIJ (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 th applicable building code. MIAMI -DADE COUNTY, FLORIDA MIf ['RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.Gov/buildingcode This product is approved as described herein, and has been designed to comply witfi.tlne l3lorida Building Code, including the High Velocity Hurricane Zone. • . • • DESCRIPTION: Series 805 Aluminum Horizontal Rolling Window — L.M.I. • APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Hori+so 1tal RoliTiig4dw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision `B" dated t1 /10, Arepgrrd by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Mia1 i Tade Codrttty Product • • Control Revision stamp with the Notice Acceptance ' , expiration date*,:qtfii County Product Control Division. • • • • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • 1,•• • • • LIMITATIONS: GIass Type "E ": The Maximum Design Pressure Rating of+ 79.0 psf for Metallic Sweep batches. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E -1,12 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAM1oADE COUNTY APPROVED NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 • T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by AI- Farooq Corporation, signed and sealed by Javad Aland, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • • • • • • 2) Uniform Static Air Pressure Test, Loading per.PBC TAS 2112 -94 • 3) Water Resistance Test, per FBC, TAS 202-SA ••. • • • • • 4) Large Missile Impact Test per FBC, TAS 2111•-•%4 • 5) Cyclic Wind Pressure Loading per FBC, T0240.3-940 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS Z02 --94 • along with marked up drawings and installation diagram of aljWi c m hrn4igi4al rolling window, prepared by Fenestration Testing Laboratory,•I+no s Test Report No. . • FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Riohda, P' E. • • • • • • • • • (Submitted under previous NOA No. 09-0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC Ti7S .Z02 -94. 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FM- -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by 'Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) E -1 Jaime D. Gascon,1'. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by A1-- Farooq Corporation, dated 10/01/09, signed and sealed bx skiosilad Viqar, P. E. • •••• • • • . •• • • ••• • • Complies with ASTM E1300 -02 •. • • • • • D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). • • • •••• • • • •••• • • • • • •• •• •• • • • • • • • E. MATERIAL CERTIFICATIONS • • • 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont I? eNenlours *.4, Inc. • for their "DuPont Sentry Glasse Interlayer" dated 05/13/09; wiling on 01114/12i 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "S$fll iIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05 /21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol 5 Laminated Glass InterIayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -2 • • T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL-3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. • • G. OTHERS • • • • •••• • 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Windq�y; loor, le y for • • their Series "805" Aluminum Horizontal Rolling Window w/ &A le Reinforcements- • L.M.I., approved on 03/04/09 and expiring on 05/13/14. •••••• • •••• • • • • • •• •• •• • •••••• • •• • • • • • • • • • • • • • •• • • • • •• • • • • • • • •• Jaime D. Geoa, P. E. Chief, Product Control Dividioa NOA No. 09-1110.02 Expiration Dates May 13, 2014 Approval Date) Mares 1702010 E.. 3 3/16" ANN. GLASS .090" INTERLAYER SAFLEX IIIG BY SOLUTIA 5/16° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 2 3/16" HEAT STREN'D GLASS .090° INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16" HEAT STREN'D GLASS 7/16" OVERALL GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL -U0 RESIN BY 'SURFACE SPECIALTIES INC.' SILICONE GE RGS7700 DOW CORNING 995 7/16" OVERALL GLASS TYPE 'B' 3/16" ANN. GLASS .120" INTERLAYER UVEKOL-LIQ RESIN BY 'SURFACE SPECIALTIES INC.' 3/16" HEAT STREN'D GLASS . 3/16° ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 F. 1/2° OVERALL GLASS TYPE 'C' CO SIUCONE GE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL. ROLLING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4' AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX 1110 PVB BY 'SOLUTIA' 1 /8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 11/16" OVERALL INSUL. GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPUED) MAY BE USED 74" MAX. WINDOW WIDTH 9 3/8" MAX. I HEAD SILL 0 3" 1 11I 1 I GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' -1 _ ____ . __ 1L__ // O __ /_ ___ 4L__ __= rr ©11 i, /� 11 11 %/, _ 11____ .7.!:, 11 o II trl 11 _ {1___ _ = = = -0- II " O J p 1NT.( -) EXT.( +) INT.( -) 33 1/2" D.L. OPG. TYPICAL ELEVATION 6" MAX. HEAD /SILL CORNERS MAXIMUM DESIGN FOR SIZES AU or VA a1LL'J LOAD RATING SHOWN ABOVE OR - PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE '6' EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METALLIC SWEEP LATCHES UMIT MAX. LOADS TO ±80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND•TESTED it C�CM Y 141•H TIME • REQUIREMENTS OF THE FLORIDA BUILDING•C0 DE 200i ED(y l pCI=JDI:OG HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • ••� ••• WOOD BUCKS BY OTHERS, MUST BE ANCAaRED •PRdPERLN•TO•I•tANSiER; LOADS TO THE STRUCTURE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • DECLARATORY STATEMENT DCA05 —DEC -219 • • • ••• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL B! II:YORE:WALL DR•E.SSING 911 •STUCCO. • • ANCHORING OR LOADING CONDITIOr NOT 6HOWN W1 ' Esc DETAILS • • • ARE NOT PART OF THIS APPROVAL. • • ' • • • • • • • • • • • • • A LOAD DURATION INCREASE IS USED IN IttSIGN (1F ANCHOi6•INTO 701) ONLY••: • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION Id 0041.8* • • • ••• • • • • • • • • • • • • ••• • • • • •• • •• •• • • • •• •• ••• • • •• • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVAD AHMAD CIVIL FLA PE # 70592 C.A.N. FEB 1 9 2010 z z st I- wi m (Co 6 CO i a ou O 1 Gto a 'l 4Qti ti OtariEg Q3em u.za 8 RIZONTAL ROWN a 1 a C i c a 0 m a 0 0) 0 a 8 0 4 0 01 S drawing no. W08 -81 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAX. WINDOW WIDTH 10 1/4" MAX. HEAD \SILL AT FIX. LITE 9 3/8" MAX. HEAD \SILL AT VENT 6° MAX. HEAD /SILL CORNERS D.L. OPG. 37 5/8" VENT WIDTH AUA J1/. MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' VENT HEIGHT 56 1/2" EXT.( +) _ =- 11 ji L _ 1L__ �r = =r `- li li n n n — n ii " = = =I== 56 3/4" _... i' O.L. OPG. II � II I I %i I // I __..IL _ -_.1 _ -- '41--- --1c-= II 1 1NT.( -) 80.0 90.0 90.0 130.0 90.0 6° MAX. HEAD /SILL CORNERS D.L. OPG. 37 5/8" VENT WIDTH AUA J1/. MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF. ADDL. ANCHOR READ. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYP CAL ELEVATIONS 111" MAX. WINDOW WIDTH 14 7/8" 3" MAX SILL ;�. III1 : ;III -- ______I � / l_ 1 _ hn- II II ll _ JL JL_ n n • ii n 11 II II II g ii 563/4" _ ii _1 11 i 1 I JI _ di 1 1r- I I II I /I/ II I I — r1 I 11 6" MAX. HEAD /SILL CORNERS 24 5/8" O.L. OPG. 29 1/4° VENT WIDTH • •• ••• • • ••• • • •• • • •• ••• •• ••• • • ••• ••• •• • ••• ••• • • • • • • • • • • • • • • • :mot: •• • • • • • • GLASS•GAPACI'ZES ON THPS €H6ET ARE BASED ON ASTM E130.0.154 ( SEC. GUSTS) AND FLORIDA BUILDING COMMISSION • • • DECLARATORY STATEMENT DCAO5- DEC -219 • • • • • 50" MAX. 24 5/8" D.L. OPG. XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) 1 NT.(-) EXT.( +) 1NT.(-) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALUC SWEEP LATCHES LIMIT MAX. LOADS TO 180.0 PSF. • • • • ••• • • • • • ••• • ••• • •• • •• • • • • • ••• • • • • • • • •• •• Engr: JAVAD AHMAO CIVIL FLA. PE # 70592 CAN. 3538 91t; 2010 O.L. OPG. 29 1/4" VENT WIDTH 0 2, PRODUCT REVISED as emptying with the Maeda 13inliting Coda Acceptance No O Division z O a� re la p - d re o t r 014P 8 o E Q3�� zust aW g0 SERIES 805 ALUM HORIZONTAL ROLLING WOW. (LM.I.) a C 3 z a C 0 n 0 V jk A c 0 0 B 8 0 c m A drawing no. W08 -81 (sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 #10 X 3/8" PH SMS 2 PER CLIP 4° LONG WIND LOAD CUP METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 105" MIN. ginua WOW�ij•(•7t( i 9 1 SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYUC SEALANT. WEEPHOLES: W1 = 1 -1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 = 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END 2" LONG SILL CUP ADAPTER • w �i • •• • • • • •• • _• • • • • • • • • • • • ••• • • • •• •• i • ••• 44 a TYPICAL ANCHORS SEE ELEV. FOR SPACING a 4 a n wi W2 TYPICAL ANCHORS 3 PER CLIP • • • • • • • •• • •• •• ••0 • e • • ••• ••• • • • • • • • • • • • • • • •� • • s• • s • • • • ••• • • • • • • ••e • • • • ••• •• • •• • • • • • • • • • • • ••• • • •• • • • F,MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS I� 1 SEE SEPARATE NOA II 1/8" MIN. I II __ _J L TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 K51, Fy =155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1 /4" TEKS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) ".LUMINUM : 1/8" THK, MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 P51 MIN. Engn JAVAD AHMAD MAL FLA. PE # 70592 C.A.N. 3538 FFB 19 2010 PRODUCT a Honda as acomplying g Bandists Code ceNoC� A rn M • 4= 03 O o 3Za g J F(ooa - $ 8 Ca m 1 8 drawing no. W08-81 (sheet 3 of 7 1/4" SHIM MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE D TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT MIAMI —DADE COUNTY Of.F.R.13 MULLION SV PAI/UE•NOAm • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SPRING LOADED LATCHES Engr. JAVAD CML FLA. PE B 70592 CAN. 3538 PRODUCT REVISED as complying. with the Flusids 0.1ACCepta ace No Date EXTERIOR WIDTH WINDOW WIDTH • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • •• �•• ••• •• •• 19 2,010 Divistna Product Conteol 02 0 0 3 .0 • va gam drawing no. W08 -81 j (sheet 4 of 7 1/4" SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY D MULLION S4 AFdi'RRdOSO • • • •• • • • • rF-i- w • •M • TYPICAL ANCHORS SEE ELEV. °p FOR SPACING VENTS WITH SWEEP LATCHES Engr: 4AVAD AHMAD CML FLA. PE / 70592 CAN 3538 EXTERIOR WINDOW WIDTH ••• • • • • • • • • ••• • • •• • ••• •• •• • • • • • • • • •• • •• 192010 Oi UCEREVISB.D av complying with the Florida 30...41...g Code Sccept9tteeNo C% rn to S M Q � % =U Fr QSN m 0 3Za g 0 0 J C o. {��; �_1�O8 ](revisions: ) +G p ` no a e Y esen p ton 0 *. rata t /2° = 1° A 09.09.09 GENERAL REVISION oo 2p B 02.10.10 REV. PER s000 COMMENTS 1 (d r. by. 1-1w10 1 CO a (dui. by` i... 1 8 6 p $ t0 c ¢ m 8 drowing no. W08 -81 sheet 5 of 7 sheet 6 of 7 ) 1.875 2.437 -LH-- 1..-1.500--.-1 1.030 M- 3.069 .062 0 FRAME HEAD 1.425 0 TOP & BOTTOM RAIL 1.000 .750 .125�I I�-- 8 WIND LOAD CLIP t0 SILL TRACK SILL CLIP ADAPTER FRAME SILL TOP 11.0.0r 1.000 I .125 -d 15 MTG. STILE REINF. 0 1.375 1- JAMB STILE 2.312 9 FIX. STILE REINF. 055 1.000 2.373 1.546 .849 1.750 MEETING STILE 12) VENT LATCH ITEM PART Q QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARIOS 1 TM -130 1 FRAME HEAD 6063 -T6 - 2 TM -1336 1 FRAME SILL BASE 6063 -16 - 3 TM -134 1 FRAME SILL TOP 6063 -16 - 4 TM -132 AS REQD. FRAME JAMB - VENT 6063 -16 - 5 TM -131A AS READ. FRAME JAMB - FIXED 6083 -T6 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 7 TM -139 1/ VENT JAMB STILE 6063 -T6 - 8 114-140 1/ VENT MEETING STILE 6063 -16 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063 -16 - 9A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063 -16 - 10 TM -136 1 SILL TRACK INSERT 6063 -T6 - It TM -135 1 SILL CUP ADAPTER, 12° LONG 6063 -T6 AT MTG. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT LATCH, 3 -1/8" LONG 6083 -16 AT MID SPAN 12A - 1/ VENT METAWC SWEEP LATCH - AT MID SPAN 12B #8 X 3/4° 2 /LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS REQD. GLAZING BEAD (LAMINATED GLASS) 6063 -16 - 13A TM -181 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 14 TM -154 AS REQD. WIND LOAD CUP, 4° LONG 6063 -16 - 15 - 1/ STILE MEETING STILE REINFORCING 6063 -18 - 16 - 2/ STILE FIXED STILE REINFORCING 6063 -T6 - 17 W31225 AS REQD. FIN SEAL &STRIPPING (.270" X .220° HIGH) WOOL - 18 943371 AS REQD. FIN SEAL &STRIPPING (.187" X .370" HIGH) WOOL - 19 W43201 AS REQD. FIN SEAL &STRIPPING (.187° X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8° X 1/2" X 1 -7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL BRASS - 23 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHIWPS SMS 24 #10 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHIWPS SMS 25 - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 AS RE00. FIN SEAL &STRIPPING (.187" X .175" HIGH) WOOL - 27 TM -151 1 SILL RISER 6063 -16 - 2.628 3.283 1.858 .500 3.089 FRAME SILL BASE .875 0 FRAME JAMB - VENT .937 •• ••• • • • • • • 3.188 .062 TYP. I • RIP LEG AS REQD. 3.042 ••• • • • • • • • • • .16! •• • • •• .875 k- 0 FRAME JAMB - FtXfA• • 27 • SIM_ NISER• • • • • ► • • • • • • • ••• • • • • • • • • to • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • 1.919 • ••• • • • • 1.799 • • • • • • • •• •• •• • • • • • • • •• • • • • • •• • Engr: JAVAD A11MA0 CML FLU. PE / 70592 CA.N. 3538 ;-EB 19 2010 PRODUCT REVISED as complying with Ike Florida Coda Acvaplance No V .1+ ' u, 1111 • 4" m -a g V tal U vg 8 83 0 41 8 0 v co drawing no. W08 -81 2.312 - .055 2.312 .055 .435 .183 -q 1.437 1.237 1.375 1.237 .540 60T 2 .040 .562 .040 .500 1� D 1.000 .923 .923 -� 1.750 - - 1.750 13 GLAZING BEAD 0 GLAZING BEAD 09 FIXED STILE (SPRING LATCH) 9A FIXED STILE (SWEEP LATCH) (LAM. GLASS) (INSUL. LAM. GLASS) 2.628 3.283 1.858 .500 3.089 FRAME SILL BASE .875 0 FRAME JAMB - VENT .937 •• ••• • • • • • • 3.188 .062 TYP. I • RIP LEG AS REQD. 3.042 ••• • • • • • • • • • .16! •• • • •• .875 k- 0 FRAME JAMB - FtXfA• • 27 • SIM_ NISER• • • • • ► • • • • • • • ••• • • • • • • • • to • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • 1.919 • ••• • • • • 1.799 • • • • • • • •• •• •• • • • • • • • •• • • • • • •• • Engr: JAVAD A11MA0 CML FLU. PE / 70592 CA.N. 3538 ;-EB 19 2010 PRODUCT REVISED as complying with Ike Florida Coda Acvaplance No V .1+ ' u, 1111 • 4" m -a g V tal U vg 8 83 0 41 8 0 v co drawing no. W08 -81 (2) #12 x 1 1/4" P11. SMS. ASSEMBLY SCREWS (2) /10 x 1" PH. SMS. ASSEMBLY SCREWS (2) 110 x 1" PH. SMS. ASSEMBLY SCREWS ot g0 3r O 0 p.m z G LL Ot Vo on-ea a We W y r 1 FRAME TOP CORNER (4) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL TOP CORNER VENT TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS • • •• • • • • • • • ••• • • • • • • •• FIXED MTG. RAIL BOTTOM CORNER 0 C 1e FRAME BOTTOM CORNER ••• •• 10.1" PH. WI. • ••• • • • •ASMBLY•SCREWS • • • • • • • •• • • • • •• •• • • kw VAT. TT(#M CORN • • • • • • • • • Engr•. JAVAO ANNA° CIVIL FLA. PE 1_70592 CAN. 3538 ..• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with dre Florida Building O tt4O DZ .,. 0 1 Division (sheet 7 of 7 , MIAMI•DADE COUNTY Mk.0:-4-770 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) A BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Arch Windows, LLC dba AWP 8130 NW 74th Avenue Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www,miamida_de.gov/builditstehome/asn This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. W97 -12, titled "Series 4000 Alum SLD. Glass poor (N,a sheets,,1.... through 9 of 9, dated MAR 07, 2010, prepared by AL- Farooq Corporation, signed and 44,lldby JavadAhmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice ca$Aeceptance number and • • • • • expiration date by the Miami -Dade County Product Control Section. • MISSILE IMPACT RATING: None. Approved applicable Hurricane Protection3ev %es, cong w/ FBC are required Limitation: ' • 1. The Design Pressure chart w/ reinforcement is applicable for 2 -track panel eogfigurations•OX or XO only (see sheet 3 of 9). • • • • .• • 2. Anchors are in pairs at each location of elevation at head, jambs and sill. : •'. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state aed' • Series/Model and 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 # 10- 0518.08 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 11- 0222.01 Expiration Date: July 22, 2016 Approval Date: April 21, 2011 Page 1 Arch Windows, LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SVJBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 10- 0518.08) 2. Drawing No. W97 -12, titled "Series 4000 Alum SLD. Glass Door (N.I.) ", sheets 1 through 9 of 9, dated MAR 07, 2010, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmed, P.E. B. TESTS (transferred from file # 10- 0518.08 & 07- 0808.09) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5175, 07/14/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2284, dated 2/15/99, signed and sealed by Joseph Chan, P.E. (Submitted under NOA #02- 0927.12 Yale Ogron Mfg) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 •••• 2) Uniform Static Air Pressure Test, Loading;pei FJ3C T'AS•262 -94 • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • :': • 4) Forced Entry Test, per FBC 2411 3.2.1, Tat0 -94 . • • along with installation diagram of an aluminum sliding glass door, prepared by Fenestration • Testing Laboratory, Inc., Test Report No. FTL -1393 (report#7), specrmer #A1; A2 & A3, . . dated 04/19/1996, signed and sealed by late Gilbert Diamond, P.E.(Siublekd uncie:A �fOA #02- 0927.06 Yale Ogron Mfg. Co.) �' ' . . ; 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 : • • 2) Uniform Static Air Pressure Test, Loading per•FBC TAS 202 -94' 3) Water Resistance Test, per FBC, TAS 202 -14 ;' •; 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Construction Research Laboratory, Inc., Test Report No. CRY. -6392, dated April 17, 1997, signed and sealed by Nariman S. Balsara, P.E.(Submitted under NOA #01- 0607.03 Yale Ogron Mfg. Co) C. CALCULATIONS 1 Statement letter of conformance to FBC 2007, dated May 04, 2010, signed and sealed by Javad Ahmed, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/30/09, signed and sealed by late Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME - 1300 -02 & -04 V71441. 1. ( 1,01,44.- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 11- 0222.01 Expiration Date: July 22, 2016 Approval Date: April 21, 2011 E -1 Arch Windows. LLC dba AWP NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter dated Feb. 09, 2011, issued by AWP, LLC, requesting renewal with "No changes in Product ", signed by Robert Perez. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/04/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. 5. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02- 03 -10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02- 04, 2010, managed by Arch Intermediate Holding, LLC. 7. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, FI. 8. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale•Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein andtAtjrgy VaTlatteres, respectively. •• ••• • • 9. Statement letter dated March 25, 2010, issued by Arch Windows; Xathat it has • purchased all assets of AWP, LLC effectively Jan 29, 2010, signed •hy Leon•Silversteinr, • President/CEO (Arch Windows, LLC). •••• • .. .... .. • • • • • • G. OTHER • . 1. This NOA renews NOA # 10- 0518.08, expiring on July 22, 2411. •' • • • • • • ck4 1. L L Avtil, (shag Chandra, P.Ee Product Control Examiner NOA No 11-0222.01 Expiration Dates July 22, 2016 Approval Dates April 21, 2011 DESIGN LOAD CAPACITY - PSF wINEL Wwn�OTH INCHES 69011 HEIGHT WOOS WITHOUT REINFORCING WITH REINFORCING EXT. ( +) NT. (-) EXT. ( +) INT. ( -) 24 50.7 93.1 55.3 111.6 30 113 50.7 �g S 55.3 93.4 01. 36 80-1/2 50.7 ,, 68.6 55.3 81.5 50.7 61.7 55.3 73.4 42 48 50.7 56.9 55.3 67.6 54 50.7 53.4 55.3 63.5 24 50.7 55.4 55.3 86.3 30 50.7 51.8 55.3 82.4 36 95 -1/2 47.4 47.4 55.3 56.5 42 46.0 46.0 54.3 54.3 48 48.0 46.0 53.5 53.5 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC- 219 GLAZING DETAIL SERIES 4000 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 000E,2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (INHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 1NTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 6" 1 HE B " 'I HEA " MAX 511.1. .. iNERS 1 r V .. 1 1 r -1 r I r ©HEAD/ ® HEAD/ C1 ® / 1e / % / 113 14 - li g 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 g ," 00011 MOTH - .-J •• ••• • • • • • •• • • _• • DOOR W10TH 14" MAX. 1.1. )64©ERS 1 r 1 r- 1 r ® HEAD/ C1 i Bt 0 0 113 ft 1 i to I 1 1 i 1 1 { I �- 1 1 1 ! 1 ! L 6" 6" . - g - .-J •• ••• • • • • • •• • • _• • DOOR W10TH • • • •• ••• ••• • • • •• • •• • • • L ELEVATION DOORS NOT RATED FOR IMPACT. • WBTALLATIOR OF 1'V PROM( 1N jt}�eHVHZ AREA REQUIRES THE 125E OF itiVED .SHUTTERS OR EI►TERNAL PROTECTION DEVICES �'OMPI4yiN H H*IZ REOUIREISENUS. • ALLATIQit bF $YSTEg 4 2WSID* THE HVHZ AREA SHALL MEET TFIE APPLWABLE REQUIREMENTS FOR WINO BORNE DEBRIS PROTECTION. Env: JAVA0 AHMAO PIA. PE 11092 C.A.N. 3553838 MAY 07 MO PRODUCT MOM gas.1,1• - 0222.0i' SIVIewirei f* MONOLITHIC GLASS NON IMPACT 9W0OIICT 85 V1861) re rwojapieht with t e8 4l8 Owalt ,..,utbsele 1.0 e L. . 1: w *aas Dote _?ifiX! , El g Ph 110 Ih .5 2 3 n drawing no. W97 -12 (sheet 1 or $ ) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • xx XO (SHOWN) ox OXO XXO (SHOWN) OXX j y ®D -0 1 XXO (SHOWN) OXX oxxo IPMODUCT 111/200/42 alai Cods Atsloam 111{11" :.0.?22 ZOIt'i v X •. • • X • • • • APPROVED CONFIGURATIONS 3 TRACKS Svc 4AVA0 Awu+tS'""'- FFU. d 70892 CAN. 8839 ® DUJ2; f SEAMED 6395/98$4931 ii99 99s Moldy Etniata C7;34) 9 S >•M� t r. �� 1 2010 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • (sheet 2of 9 ) i eD i 1 oxxo IPMODUCT 111/200/42 alai Cods Atsloam 111{11" :.0.?22 ZOIt'i v X •. • • X • • • • APPROVED CONFIGURATIONS 3 TRACKS Svc 4AVA0 Awu+tS'""'- FFU. d 70892 CAN. 8839 ® DUJ2; f SEAMED 6395/98$4931 ii99 99s Moldy Etniata C7;34) 9 S >•M� t r. �� 1 2010 ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • (sheet 2of 9 ) 1D00 '_— iii-- -7�'` , L. r.rs ....J) 0 0 D o i APPROVED CONFIGURATIONS 2 TRACKS WITHOUT STEEL REINFORCING ,APPROVED CONFIGURATIONS 2 TRACKS WITH STEEL REINFORCING ••• • • • • ••• • • • • • • • • • • • .• • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO' THE BUILDING STRUCTURE. T rjt _____i'_'= lid %.!4 A ./��NI�1711111111 IAl2 SMS OR SELF ORILUNG SCREWS INTO MIAMI —DADE COUNTY APPROVED MULUONS (MIN. THK. = .090 ") �� (NO SHIM SPACE) 11 © TYPICAL EDGE DISTANCE iV • • • • • • • INTO CONCRETE AND MASONRY ®2" MIN. • • INTO WOOD STRUCTURE m 1" MIN. i, • ♦ ' ♦ • • • • 1 rxt;, • INTO METAL STRUCTURE 1/2" MIN. • _t• S •• �{ 0� _ �.� • Env: 3AVAD AHNAf e CONCRETE CC m 3000 PSI MIN. CiW. g DUCE 241EV2 W woe R.A. PE j! 7_0892 gy gwfbv MASONRY f'm . 2000 PS1 MIN. CAN. JSJe C•q,: 3° WIDE CUP .125 THICK ALUM 1 CUP PER EACH FIXED PANEL LOCATED ON THE CENTER (2) a 10 X I° SMS EACH WAY TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. TAPCONS BY RTW' 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy"I55 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY • #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T8 MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ••• ••• • ••• • • • • • • • • • • • • • • • • • • • s • • •• • • •• • • • • •• • •• • • • • • •• • ••• • 3 TRACK 1OOR DETAIL ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 0072010 D 41 $ 14 X 1 -1/4" SMS I/ CUP 3 CUPS/ JAMB Ow. PANEL WIDTH RETICULATED FOAM O 1 -I/2" X 7/8" PILE PADS AT TOP & BOTTOM OF INTERLOCKS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" SHIM MAX. • • (3) #10 SMS INTO WOOD 3/18" X 1 -1/4" TAPCONS INTO MASONRY 28T WOOD BUCK 0 WOOD STRUCTUR TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 3/4 X 1 -1/2 X 1/8" ALUM ANGLE 4" LONG AT TOP & BOTTOM (2) #10 SMS INTO WOOD 3/16" x 1 -'MW TORY EXTERIOR DOOR WIDTH •• ••• • • • • • •• • • • • • • • •• ••• •• • • • •• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • •• • •• • • • • • •• • ••• • 3 TRACK DOOR DETAILS FIX. PANEL WIDTH gr. JAVPb AMMO CM. FLA. PE 70592 .A.HN. 3838 . 7 [i1 18Y W000 BUCK PINUMMIXterfila avaipoltiel •16 LiF1IIR adatimift Wiorsiltir am= :R Y drawing no. W97 -12 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 • sheet 0( 9 TYPICAL ANCHORS DI PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING ° a ° d CLIP "C" 1 -1/2" X 2" X 1/8" X t" LONG NOTCHED AS SHOWN TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 111 3" WIDE CUP .125 TICK ALUM 1 CUP PER EACH FIXED PANEL LOCATED ON THE CENTER ( tO X 1/2 • SMS EACH WAY • ••• • • • • • • • • • lit , i • • e•• ••• •• • • • .3 "' 3/4" X 7/18° X 1/8" ALUM . • 2-1/2" LONG ° v (2) PER FIX, PANEL • • • • • (AT 0X /XO W/ STEEL REINF. ONLY) • • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING • • • • •• • • 2 TRACK SILL XX OPTION ONLY 28Y WO.. BUCK OR STRUCTURE N V ■ ......... TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIA. TAPCONS BY '13.W" 1/4" DIAL ULTRACON BY 'ELCO' (Fum177 KSI, Fy=155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY N 14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) IY12 SMS OR SELF DRILLING SCREW$ INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK, _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE p9 yK =IRV: WlkeOlrNN11•• 1 - °�y ..1 ?r ^k at ,ib INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE re = 3000 PSI MIN. MASONRY f'm = 2000 PSI MIN. • •• • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • •• • ••• • 2 TRACK -DOOR DETAILS EARn AVAD FUL PE [ 7_4592 CAN. A-38 itvi 2010 V Ai : c S 1 • u O drawing no. W97-12 (sheet 6 of 9 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fi t4 X 1/2" SMS 1/ CLIP 3 CUPS/ JAMB RETICULATED FOAM 2 -1/2" X 7/8" PILE PADS AT TOP & BOTTOM OF INTERLOCKS GE SIJCONE SEALANT BETWEEN LOCK & ASTRAGAL STILES 3 -1/2" X e /B" RETICULATED FOAM BLOCK AT BOTTOM OF ASTRAGAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1/4" SHIM Z r h A 1/4" MAX. -r 8 8 10 SMS 3/ CLIP METAL STRUCTURE 1/4° MAX. SHIM TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING # 10 SMS 2 EACH WAY 2 X 2 X 1/8" ALUM CUP 1" LONG AT SILL ONLY •• ••• • • • • • • • • • • •• ••• •• • • • •• 1/2 X 1/2 X 3/16" ALUM ANGLE 4" LANG AT TOP & BOTTOM 1BY WOOD BUCK 3" X 1 -1/2" RETICULATED FOAM BLOCK AT TOP & BOTTOM OF ASTRAGAL. •• • • • ••• ••• • ••• • • • • • • • • • • • • • • • • • •• • • •• • • •• • • • • • • •• • ••• ••• • • • • ••• 2 TRACK DOOR 'DETAILS At9I JAVAD 1 MOO eft FLA. PE CAN. 3939 .A • 1 drawing no. W97 -12 t sheet 7 of 9 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • . • • •• •• • . • •• •• ••• • • • ••• • • .125-11-.- 1 ��f • V ( COMP -ANL \997- 12AWP1 5.438 .062 TYP. -p' .93� 3.750 .052 .�2 O VI i $ i Z 1 t .1 41 a0 i " , � 4 1` i 1 . 11 1.157 - 1.625 1.825 --1.625--4 I 1.186 f� L1.157 1.6254 .720 1.186 `! ____I .062 TYP. .437 1 l �I -- -'Z'7- 2.000 1 2.000 .437 -. O FRAME HEAD (3 TRACK) FRAME HE @D (2 TRACK) 5.572 FRAME SILL (3 TRACK) 4.009 FRAME SILL (2 TRACK) 83 T5 to 6063-75 1 T YE-37 75 6063 -T9 .596 - 1 811 Imo• 9 4.029 . 062 .083 1.000 _...1 2.218 5.4313 '� .et 1 .125 {--- 2.000 _ Imo- .374 --J - FIXED PANEL CLIP 1YP' 3.312 657 082 1.625 to YE -377 8083 -TS SERIES 4000 ALUM SLD. GLASS DOOR (NJ.) ) 'ARCH WINDOWS, LLC dba AW! 8130 N.W. 7411.3 AVE. MEDLEY, FL. 33166 TEL (305) 887 -2845 fAX (305) 883 -1309 ..1.-- r-- ® .875 FRAME SILL, 3.625 PANEL TOP RAIL r---21162 ,�;� 0 YE -373 6063 -75 YE -307 606375 7T___ 1.546 1.095 .875 .062 1.000 1.157 - 15621.- FRAME JAMB (2 TRACK) 2.484 1 3IL- FIXED PANEL STILE 31 Y8683 05 FRAME JAMB (3 TRACK) 13 YE -321 6083 -T5 �j YE -304 8083 -75 .968 PAM ''i Illeddlisitedr N•) \- 6222.01 I II b•.999�•1 ® D PANEL BOTTOM RAIL 1.343 1.591 ri 6083 779 •082 i N 0 i APIN.9ED FOR 2007 cec UMW. WAIF REVISE - 1.859 1.446 .662 r X062 - _ .562 2.218 ..,_ . .1 1 Ita'1 •. . 1 &EWA 0 6Tp83 T5 YE -325 8083 -T5 1.656 'F1 ■ Siteirseita ^- ......n^ .FTC. �.,g a . 7YP. M ING PANEL BOTTOM RAIL 2.t95 • • • .062 • • • • • • • • • • •• • .3 • • • • • • L°J Tg , mno t n Q Ito +^. 4 �' 2.000 2.195 3.625 IF �• 2.782 ••• •s• ••• ••• • • • • o • • • • • • • • • • •• • ••• r..M CPA, CA.N. '5838 .�.'i' ' �A . ; :+'. `i:•5t�: RI s9h49$ Mud* t'€' Vp. a 7. ?teta +TS • .r • '., i '1 '. :.,41P,...,, .s oxY''a7tknA *". .. .375 r- ..� 1.000 .. I ,062 •IYP• CMG PANEL STILE PANEL - 1.188 - ASTRAGAL STILE • • • . • • • P L HEAVY LOCKING STILE drawing no. W87 -12 29 YE- .301 -. . ....... 6083-15 1. ,+�.w 6063T5 33 3t (sheet Bbf 9 ) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • . • • •• •• • . • •• •• ••• • • • ••• • • sheet g of 9 ) ITEM N0. PART NUMBER DESCRIPTION MATERIA4 /REMARKS 1 YE -320 FRAME HEAD (3 TRACK) ALUMINUM (6063 -15) 1A YE -304 FRAME HEAD (2 TRACK) ALUMINUM (6063 -T5) 2 YH -4004 _ FIN SEAL W'STRIPPING (.187` X .250) ULTRAFAB 3 YH -4002 TOP SLIDE GUIDE NYLON 6/6 SECURITY PLASTICS INC. 4 YE -307 PANEL TOP RAIL ALUMINUM (6063 -T5) 5 . -6 7 YE -4007 VINYL GASKET FOR 3/16° GLASS CUSTOM PLASTICS 026 -8 OR EQUIV. 8 YE -306 MOVING PANEL BOTTOM RAIL ALUMINUM (8083 -15) 9 YF -27A BOTTOM RAIL ASSY. SCREW j 10 -32 X '7/8" PH. MACH. SCREW 10 YH -4031 ROLLER ASSEMBLY ALUM HOUSING WITH STEEL WHEEL 11 YE -375 FRAME SILL (3 TRACK) ALUMINUM (6083 -75) t 1A YE -374 FRAME SILL (2 TRACK) ALUMINUM (6083 -T5) 1113 YE -373 FRAME SILL (2 TRACK) ALUMINUM (6083 -15) 12 YH -4005 ROLLING PANEL SILL W'STRIPPING SCHLEGEL 5K1O04 -510 OR EQUIV. 13 YE -321 FRAME JAMB (3 TRACK) ALUMINUM (6083 -T5) 13A YE -303 FRAME JAMB (2 TRACK) ALUMINUM (6083 -T5) 14 YE -377 FIXED PANEL CUP (TYPE A) ALUMINUM 2 LONG, 3/ JAMB 15 YE -325 PANEL HEAVY INTERLOCK STILE ALUMINUM (0063 -75) 18 - - - 17 YE -344 PANEL HEAVY ASTRAGAL STILE ALUMINUM (6083 -75) 18 YH -25 ASTRAGAL ASSY SCREW #8 X 1/2" P.H. SMS 19 7H -4010 FOXED ENO STILE WEATHERSTRIPPING CUSTOM PLASTICS 042 -1 (VINYL) 91 - - 22 - SCREEN OPTIONAL 23 YH -4053 MOVING PANEL SILL & TRACK CLIP (TYPE B) ALUMINUM (1/2°X1 - 1/2"%3/16"X4" LONG) 24 YH -4034 BRACKET TYPE 'B' ALUMINUM (2 "X2"%1/8 "X1" LONG) 26 - - 1 27 TH -4055 FIXED PANEL UPPER CUP (TYPE C) ALUMINUM (2°X2" %1 /8"X1" LONG) 28 111-4054 CENTRAL FIXED PANEL CLIP (TYPE 0) ALUMINUM (2"X7/8 "X1 /8"13° LONG) 29 YE -301 PANEL LOCKING STILE ALUMINUM (6083 -15) 30 YE -379 FIXED PANEL BOTTOM RAIL ALUMINUM (6063 -78) 31 , YE -302 FIXED END STILE ALUMINUM (8063 -15) 33 YE-355 ASTRAGAL STILE ALUMINUM (8063-15) 34 YE -380 PANEL HEAVY LOCKING STILE " ALUMINUM (8063 -75) .35 YH -4003 KEEPER CAST (ZAMAK) 38 WI -4018 EXT. CONCEALED HANDLE CAST (ZAMA() 37 Y4-4017 INT. CONCEALED HANDLE W/ KEY LOCK CAST (ZAMAK) 38 711 -4022 DOOR HANDLE CAST (ZAMAK) 39 TH -8008 FIN SEAL W'STRIPPING ULTRAFAB (.115" X.50°) 40 YF -2 BOT./70P FIXED & TOP MOV. PANEL ASSY. SCREWS #10 X 1" PH SINS 41 YF -17 SOT. MOV. PANEL ASSY. /ADJ. WHEEL SCREW #10-24 X 7/6° PH MS 42 YF -10 FRAME ASSY. SCREWS 08 x 1" PH SMS 43 YF -18 KEEPER ASSY. SCREWS #10 X 3/8" TH SINS 44 IT-87SS HANOLE ASSY. SCREWS 08 -32 X 2" EH SS. MB* • • • • • 45 YF -68SS CLOSED END HANDLE BINDING POST . ST. STEEL (.200° X V4") • • • 46 YH -4013 INTERLOCK /ASTRAGAL TOP & BOTTOM PAD ULTRAFAB (13/16° X •7418" * • • -1.27, 47 - •• ••• •S ••• ••• • • 0 • • • • • • • • • • •• • • •• asterinielibitriftdis Atavism a•1 -a T o1lb 6 811 wro. z �qq tai 4. 2 au) FA 0 a 5 • • • • • • • • • • • • • • ••• • • • • • • • 9 • • • • •• • • • • • • ••• • PANEL GXIRNER DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • End: JAVAD AHMA9 FLA. PE '3Y 570 70562 C.A.K. 11 1 drawing no W97 -12 NAME: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0 ER BUILDER DISCLOSURE STATEMENT l d �? ter'- �Lf -4.,- DATE: 3---( (6 r I I ADDRESS: 2 Kg `PX ,S7 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 new form states 75,000). 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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. _ JA Initial 4. I understand that I may build or improve a one family or two - family eesidence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : /lwww.mvfloridalicense.com /dbpr /pro /cilb[ndex.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 11/1' 12. I agree to notify Miami Shores tillage immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial G Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this J ui day of Produced there License or ,201 who was personally known to me or who has . as identi i ation. OWNER NOTARY JOHN BERRYMAN, PE 248 ne g8T" Street Miami Shores, Fl 33138 305 903 4866 August 29, 2011 Norman Bruhn Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 RE:248 NE 98th Street, Shutter & Final Building Inspection Norman, I have printed out the MDC NOA for the Atlantic shutters that I currently have at the above residence. Atlantic was bought by ]M Steel Corporation which has replaced the original NOA 04- 1221.03 for the Atlantic panels with NOA 05- 1006.03 which expired 4/7/2010. Fortunately they replaced that NOA (05- 1006.03) with NOA 06- 1106.01 and finally NOA 10- 0222.02 which does not expire until 04/07/2015 (all NOA's noted are attached). NOA 10- 0222.02 (The current NOA for the Atlantic shutter panels that I have) was previously submitted and approved under permit RC -5 -11 -885. After a review of these documents it is evident that they are all for the same panel (configuration and material). In light of the foregoing I have attached NOA 10- 0222.02 for your review•affelaWFIZIAP Please give me a call when this review is completed so that I can reschedule the inspection for same. Thanks so m ch for your help and guidance on this issue. Sincer Berryman, PE Attachment: 2 copies NOA No. 10- 0222.02 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JM Steel Corporation 1050 North Steel Circle Huger, SC 29450 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 10 -104, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by knezevich Associates consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Fach panel shall bear a p permanent label with the manufacture; ,state and the following statement "Miami -Dade County Product Control Approved ", unl n . ' i erein. RENEWAL of this NOA shall be considered after a renewal application 1 �nd�' has been no change in the applicable building code negatively affecting the performanr,, TERMINATION of this NOA will occur after the expiration date or if�a` '��r change in the materials, use, and/or manufacture of the product or pr ocess. Misuse of ent of any product, for sales, advertising or any other purposes shall automatically �•��x��tA. ; : ure to comply with any section of this NOA shall be cause for termination and removal of NO ': ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #06- 1106.01 and consists of this page 1, evidence submitted pages E -1, E-2 & E -3 as well as approval document mentioned above. The i'itteddocumentation was reviewed by Helmy"� A. Makar, P.E., M.S. COMPUANCE WITH ALL FEDERAL ! AND COUNTY RULES AND REGULATr NOA No. 10-0222.02 Expiration Date: 04/07/2015 Approval Date: 04/21/2010 Page 1 C—VaOU iek JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMI'1" 1'I D UNDER PREVIOUS APPROVAL # 04- 1221.03 A. DRAWINGS 1. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested perASTME8-93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1006.03 A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel '; sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS L None. C. CALCULATIONS 1. Revised wood anchor Calculations, 6 page, by The Thornton- Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. J. Knezevich, P.E. A. Makar, � P. �, M.S. Senior Product Control Examiner NOA No. 10-0222.02 Expiration Date: 04 /07/2015 Approval Date: 04/21/2010 E -1 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Contract for sale of assets. 2. Quality Assurance Manual by Smithers Quality Assessments, Inc. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 1106.01 A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ' , sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated March 13, 2006, last revision #1 dated August 17, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 10 -104, titled " 0.029" Galvanized Steel Storm Panel ' , sheets 1 through 5 of 5, prepared by knezevich Associates consulting Engineers, dated February 04, 2010, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. E -2 y A. Makar, P. E., M.S. Senior Product Control Examiner NOA No. 10-0222.02 Expiration Date: 04%07/2015 Approval Date: 04/21 /2010 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -3 y A. Makar, P. E., M.S. Senior Product Control Examiner NOA No. 10-0222.02 Expiration Date: 04/07/2015 Approval Date: 04 /21/2010 LABEL LOCATIO M X. 0 /4-20 MACHINE SIR crION MA (Y * E RRR VERSED) 0 /4-20 MACHINE DIRECTION "MAY' . BE REVERSED) +o 0 90'.TY_0. N O N OSTORM PANEL SCALE + 3" 0 1' -0" OHALF STORM PANEL SCALE . 3" = 1' -0" 375" O"h" HEADER l'_) "U" HEADER O BUILD -OUT "U" HEADER SCALE + 3" = 1' -0" SCALE + 3" v 1' -0" 749" MAX. 188" 290" .440" 648" 76 1/4 -20 MACHINE SCREW .190' WITH 7/16" HEX HEAD 655" 250' 2.00" MIN. 5.00" MAX. OSTUD ANGLE O STUD ANGLE SCALE . 3" = 1' -0" SCALE : 3" = 1' -0" FASTENER CO 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" O,C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. OANGLE O BUILD -OUT F -TRACK ®1r TRACK SCALE . 3" = 1' -0" SCALE . HALF SIZE SCALE : HALF SIZE • 2, PRODUCT. WIND LOAD DURATION FACTORACd e 1 0 WAS USED FOR WOOOF CREW DESIGN. 3. W Osyr, ps NVACpNp NRq E TFN G pN 7p O OO y N D VR 1N6 4. ORSSETP6ppk 939LATIONONEOEgI pR YMCLUDE INFORMATION 5. STHE TTnA APAD pACYENTS SHALL COMPLY WITH CHAPTER 61515 -23 zNG E EEyyDAREHEI�ApEOI HH`R 9litletriV STRUC R TL T A7 P Ain? ERHIN. A 7. ,1!,,VMDFIPICAT18tgR4ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID SCALE , HALF 512E (ZAMAC 3 ALLOY) WING NUT SCALE HALF 512E I% 2.00" 1 LLEG DIRECTION 15 OPTIONAL 10 "F" ANGLE - TRACK SCALE . HALF SIZE 8, WIF N g SPI1T8AO Mq�p 'it $ CTFrI� N E O OIL�LL�} 7E�NPdiTYONs°CUMMENT5, THE I ' MVIA@ -- BI p®n RE lS Dyy C S5ppNV gqODUpppVCONRPppSOOR AND Q ZOOEO AEASTFOHfONDOPITI0RE.Ye SHAgLLC BE OACC�TPTTSEDpBY THgE7BpUILOSNGOFFRCIALNE 9' AA LEASAOA VVARW6(NO EVERY 3LFEET AND SHA1LEBEFPERMANENTLY WITH N L 9ELLLED 55 0 , z =a 4 •N gSLgV� 5N7� 5 u ��gg2�2ggpug�ME�pIS, T7EME��jyN� C Npp2p9 �7Mp p�5y,�7��.1 10.AALVANI i UALITY, GRADE 80 WITH( iVicAi K.i.NA M, 56C 11. ALL EXTRUSIONS SHALL 30 860663- T66EALL�UMINUM ALLOY, U.O.N. 12.A MINIMUM TENSILE STREEFNaTH OF 60 K.S.I.L j 2E0 OR STAINLESS STEEL WITH 13. FOR Ah" ANO "U" HEAOEREMOUNTING CSND4TI0T'Y °• LHY WH2RE APPILICABLE, o l'io Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE. 1/4" = 1' - 0" I T UNLI I ED (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS 510E PLANUN VIEW TOP MOUNT �tBC�roLe (NOT TQBE USED WITH COMPONENTS 2, & 3a) 3125 "5 -- REYF?Liri AT TYPE& TYP. BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL SCALE. 1 -1/2" = 1' -0" (PLAN) OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE ( 0 CLOSURE ANGLE REQ'D) 1/4" MAX. ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNTCLOSURE DETAIL SCALE. 1 -1/2" = 1' -0" 1/4" MAX EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ASTENER 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S,F. & 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR ANCHOR) SCHED. FOR ANY ACCEPTABLE (PLAN) XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT a.OSURE DETAIL (PLAN) SCALE, 1 -1/2" = 1' -0" HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT( PRODUCT REVISED as complying with the Nolte Building Code Amapa= No O- 022...02 drat 0 of 5 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN 4 CONN CTI ANPE SCHEDULE FOR MAX, SPACING /2" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING OWALL MOUNT SECTION SCALE 3" a 1' - 0" DETAIL ("PASS THRU° SEC) R SCHEDULE FASTENERTYPE CONC. BLOCK WOOD 1/4 "0 ITW TAPCON WITH 1 -3/4" MIN. 12" 4" N/A EMBEDMENT AND 2 -1/2" MINIMUM EDGE DISTANCE i*I111.111\ 111l11111,1~1110, 1/4 "0 ELCO ULTRACON W/ 1 -1/2" MIN. EMBED. IN CONC. T" 4" N/A OR -1/4" EMBED. IN BLOCK AND 2" MIN. EDGE DISTANCE 1/4' 0 ITW MAXI SET TAPCON WITH 1 -1/4" 5" 3" N/A MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 1/4 "0x MIN. 2 -1/2" LONG WOOD LAG SCREW WITH MIN. N/A N/A 12" 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN 3/8" MAX. Z-1 QQ EI 0 w g in W y,� W = N XZ rvQ 1/2" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMIN EXISTING GLAZIN C1 �NNECTXON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING CI. CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C3 CONNECTION TYPE EXISTING CONCRETE. REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE FOR MAX, WOOD FRAMING SPACING (TYP. TOP AND BOTTON) 3/8" MAX. STORM PANEL SEPARATION FROM GLASS TABLE 2 MAY BE EVERSE SPAN SCHEDUL SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 OPT ONAL LEG DIRECTION OBUILD-OUT MOUNT SECTION SCALE. 3" 0 1' - 0" 1/4 "0 THRU BOLTS W/ LOCK NUT co 12" 0.C. FASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1/8" tUM. ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING r;-)"PASS THRU" SECTION SCALE, 3" a 1' - 0" /2" MAX, 014 x 3/4" TEK SCREW (Ql 6" 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT (Pi 6" 0.C. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SPAN SCHEDULE - TABLE 1) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER ® 6" O.C. OR W 12" 0.C. ,BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE a CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 "F" TRACK/DIRECT MOUNT SECTION C SCALE 3" 1' -0" EMBEDMENT THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS (a 24" 0.C. MAX. WITH 2 -1/4 EMBEDMENT INTO WOOD MEMBER 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT a CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN CS CONNECTION REFERENCE ANC SCHEDULE FOR MA SPACIN OCEILING /FLOOR MOUNT SECTION D SCALE. 3" x 1' - 0" 1-1/ 1 -1/2" dio„,„7,44i EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN OCEILIN MOUNT / BUILD OUT SECTION F SCALE, 3 "a 1' -0" x4 MAX. WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE XISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. 14x 3/4" TEN SCREW d IP 9" O.C. BETWEEN m TRUSSES II J 1/2" N a. 0 O PRODUCT REVISED as BolIiting cod with the Fbritt AcceptavoeCode Digo oZ 015' Division Control ar i 0210010 10.104 shot 2615 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN 1"'3 1 ". 31. 0.055" 6063 -T6 a ". 3" ALUM. TUBE , TYP, 4 CONNECTION 'TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 1bx 2" x 0.055" 6063 -T6 2 "x 2 "I ALUM. TUBE , TYP 1/4 -20 S.S. BOLT & BOLT & WINGNUT IA 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2 "x1/8" 6083 -T LUM, ANGLE 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL 3/8" MAX. O PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO H2CEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT J ^ PANEL AND FASTEN WINGNUTS a FROM THE INSIDE am aF tt I O9 TYP. E NV a 1/4 -20 x 1" MACHINE >r SCREW STUD WITH 8 Z WASHERED WINGNUT @ E'a 12 D.C. (CONNECTS J Vi TO ADJACENT PANEL 1/2" MAX. WALL MOUNTED CONNECTION TYPE 5" x 2" x 1/8" x CONT. REFERENCE ANCHOR STUDDED ANGLE SCHEDULE FOR MAX. (SEE SECTION JI SPACING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN :s+ OWALL MOUNT SECTION G SCALE: 3 " =1' -0" "OVERLAP 1/4 -20 S.S. BOLT & BOLT & WINGNU 30 24" O.C. (TYP. GAGE 6DR6T6 ALU1 /8 13T- PLATE AX OVERLAP ® (RAM TYPICAL CORNER CLOSURE DETAILS (RAM SCALE: 1 -1/2" = 1' -0" EXISTING GLAZIN 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING OL' /0BLOCK 3/8"5 HOLE FOR FASTENING PANEL 04AX. PANEL (HEIGHT = T - 4" & MAX. DESIGN LOAD *7240 P.S,F.) DOE LINE 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP, BOTH SIDES/ OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) H N,T.S. S E MIN STORM PANEL SEPARATION FROM GLASS TABLE 2 N. LEG (DIRECTION OL 9 MAX. BUILD -OUT MOUNT SECTION SCALE: 3 " =1' -0" PRODUCT' REVISED as Della* Code oFbrlda Asap= No . 01- /s DETAILS 080 NOTEI THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" SY Division w m w TOP MOUNT Z J a.4-1/2" tt O _wj W w 0 0 4 m W w F �� , w sa "o I0N MAY m 2 Ea Ja 1/4 -20 x 3/4" HEX BOLT AND NUT 30 8" 0.C. WIDTH UNLIMITED 1 (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS u uuu InII1VIN BOTTOM MOUNT _ _ 'TYPICAL VERTICAL ELEVATION R .032" MAX .250" TYP 120" / I I TYP. PLAN VIEW 100" TYP. i 1 mx 02j04(2010 10-104 tat 3d5 n ANCHOR SCHEDULE PASIENER MAXIMUM SPACING (TNQHE5) REQUIRED FDR VARIOUS 008008 LOAOSAND SPANS ANCHOR SCHEDULE FASTEN®! MAMMUM SPACING (INCHI S) REQUIREQ 0OR VARIOUS DES GN LOADS AND SPANS 1 Fyn S ANCHOR TYPE LOAD (WI P.S.R. MAX. MIN. 2" EDGE DISTANCE MIN. r EDGE DISTANCE ANCHOR TYPE LOAD (W) P.S.F. MAX. (5E5 8018 1) 51.0 MIN. 3/4" EDGE DISTANCE SPANS UP TO (08580180) SPANS UP TO (60060780) SPANS UP TO 12•_0„ (00060180) SPANS UP 70 (50890782) SPANS UP 70 B• -6' (90960180) SPANS UP TO 12,_0" (SEE NOTE 1) SPANS UP TO 6' -0•' (SEE NOTE 1) SPANS UP TO 8' -8" 158860701) SPANS UP 70 12,_0'• (SEE NOTE 1) a• I • . la !II !II F • I (SEE NOTE 1) CONNECTION C1 (sue C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (GEE 8078 C2 C3 TYPE 3) C4 C5 CONNECTION C1 (55E 6018 C2 C9 TYPE 3) C4 CS CONNECTION C1 (SES C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 ND7E C3 TYPE 3) C4 C5 CONNHCTION (SEE C1 C2 tb 16 Nt7T0 C3 16 TYPE 3) C` C5 18 12 CONNECTION (sue C1 C2 16 16 NOTE C3 16 TYPE 3) C4 16 CS 8 CONNECTION C1 16 ( C2 16 NOTE C3 16 TYPE 3) C4 B CS 6 8 S-, ,,, oawjt..\- 1/4° y(,¢yI�LDEX i -H /4" A11t'��M 10MENT 0063, 192 Pb9,CONtl,ETE) 51.0 84.0 72.0 64.0 150.0 ' �� d��,ilW� %��ii 4 / %/M .4 � 4 � �a� ��A��9 rArY'A 1r 4 �� aMIV .4 2 U 4 r, t 16 16 16 18 15 16 16 16 12 10 18 16 95 6 7 � / /,� 18 16 16 18 11 16 16 16 7 B 16 9 7 4 6 8 3y 3" 4144,0,‘ _ C % / TMR ATION PE w 05 AN TO 64.0 16 16 16 16 10 16.16 16 10 6 16 13 10 6 5 16 16 18 12 10 16 16 13 6 7 16 9 7 4 6 72.0 16 16 16 18 8 16 16 16. B 6 16 13 10 8 5 / / 16 16 16 9 9 16 10 8 4 6 16 9 7 4 6 84.0 16 16 16 12 7 16 14 11 6 5 18 13 10 6 5 16 9 7 4 6 16 9 7 4 6 16 9 7 4 6 150.0 16 13 10 6 5 16 13 10 6 5 18 13 10.49 5 1k= ,,,,comovowgn * ti■Hnteutl \Lm!= PgM /1H0p'8LC0 Aw yr/ 1- /4 MI! �. & Kt T t tT � OON3P 51.0 12 12 12 ®I0 ®0 &eE�eE�®U0® ®00 ®7 12 12 12 12 12 12 12 12 12 11 10 12 12 12 5 7 fk- nnhnae�laluLlnmL:- * <i.Hima%8m k P @gyp /Ip A A ; �y/ 1.7 B 1 NT 1j� �.7�p t 8�� M WITH NU 57.0 12 12 12 12 �� 64,0 12 12 12 12 12 12 12 11 12 12 12 7 8 12 9 7 4 6 64.0 12 12 12 8 72.0 12 12 12 QD ®D' ©©® 7 H 12 12 12 12 10 12 12 12 5 7 12 9 7 4 6 72.0 11 11 11 4 �� 8 /�� /Ai'a�� /A1�� 8 �7 12 11 8 / � 4 3 3 3 84.0 150.0 12 12 12 7 12 5 Ot'%f 3 4 ee�� 12 Al� 7 5 © 3 ©m 4 12 7 7 12 12 12 B 9 12 10 7 4 6 12 9 7 4 6 84.0 9 9 6 3 / zArjer��zaitir,MY 12 9 llEVAr 12 12 12 12 9 7 4 6 12 9 7 4 6 12 9 7 4 6 Isom 6 3 Z /t 4'‘,4c.. 4UR. I1 p r^17 51.0 16 16 16 16 10 16 16 16 6 7 11 10 16 16 16 16 12 16 16 16 7 8 14 13 9 4 6 * !, ' I�Y° °1111111. 51.0 12 12 12 64,0 18 18 18 0 f Q�mQ��Q� 8 Q�Q©©D 12 12 12 3 s 9 5 5 0 16 16 16 11 10 16 16 16 4 6 11 6 4 / J � 5 5 5 5 64.0 12 12 12 8 7 12 12 12 4 5 10 5 4 72.0 84.0 16 14 16 14 16 14 16 16 16 8 8 94 12 8 3 6 11 6 4 u e x Wip �g4�hwuNgO M' 4'r 8T � 1' 5:j, 'i4, j�; bbb #1 HR 72.0 12 12 12 7 8 12 10 7 ©�� E4 ,yP �,,(pWW}r_ NP SCpL w 16 16 16 5 7 12 6 5 3 5 11 6 4 4 84.0 12 12 12 5 5 10 6 4 f�� 0.0W GALV. STEEL STORM PANEL Nil ilitt 41 .Ili` I� I yyy 9ogLH�A 0 43,WO PSL EIH) 150.0 9 5 3 4 9 5 3" 4 9 5 11 6 4 �' 5 11 6 4 5 11 6 150.0 90 5 4 Z , .� QFA 3 i��KtttANttttHKMUtS,- 1/4 "0 ELC0 ULTRACON W/ 1.1 /2" MIN. BMSBD. ( PSL CONLRETE) , 51.0 16 16 16 8 12 12 12 5 8 8 5 16 16 16 16 10 15 15 15 5 6 11 10 7 3 3 3 3 5 4 4 4 4 - ANCHOR NOTES: 84.0 14 14 14 - 6 9 9 9 4 7 3 3 16 16 16 8 8 12 12 12 3 5 9 4 72.0 12 12 12 5 8 7 5 1 3 7 3 3 0 15 15 15 6 7 10 9 6 3 4 9 4 84.0 10 10 10 4 3 7 7 4 3 3/ 3 3 3 7 7 3 3/ 3 3 13 9 13 4 13,4 3 �16 8 4 9 9 5 4 4 3 4 x 4 9 4 9 4 150.0 7 3 3/ 1. SPANS AND LO S SHOWN HERE ARE FOR MTERMWING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPEDIFIC LOADS MUST BE LIMITED TS THOSE SHOWN IN TABLE 1, 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AN EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN_ 0[� EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CDRWig HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5' RE[OMMENDATIONS EINSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALLL 019158 OR STUCCO. 7• VARY, I NOT RIFY TH0 FASTEENERS ARE IINTOb WOOD DEAC FRAMING EON YMFQR cONDITIONS FASTENING TO PLYWOOD !S SIDE CIO�URE PfECES. 8. HERE LAG RETWS PASETEN TO NARROW FACE OF SIUD FRAMIING ASTENER sHALLISTANCE IS ACCECPTABLE FOR MINA F2 "AM fJ0.MW00pW STUD SFIALL / ®E SOUTHEpN PINE GEO. 55 IR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN MEAD OR HEX HEAD. g• MACHINE SCREWS SHALL HAVE MINIMUM OF i/2" ENGA EMENT Op THREADS IN BASE ANCHOR AND MAY HAVE A WAFER HEAD ISIDEW�LK BOLT), U.D.N. �3,W0 51.0 16 16 16 13 16 16 16 9 16 15 19 16 16 16 16 13 16 16 16 9 16 15 11 6 1t4 ^0 ITW MAXI SET TAPCON WITH 1 -7/4^ MIN. EMBEDMENT (pON,3,0�PSI. COIYCAHBEI 64.0 16 16 16 10 16 16 16 7 13 7 5 16 16 16 12 10 16 16 16 7 13 7 5 5 72.0 16 16 16 9 16 13 10 6 13 7 5 16 16 16 9 9 16 13 10 6 13 7 5 5 84.0 16 16 16 8 14 8 6 5 13 7 5 16 16 16 6 8 14 8 B 5 13 7 5 5 150.0 13 7 5 9 13 7 5 3 5 13 7 5 5 13 7 5 5 y}v�( 3 ii�ttt111t\7ttLtil\�tttttttt,.. 1/4" IT BuWILDEx t- t /4°�4 , E�IHEOMENT 51.0 AI A��9��9 � 15 15 15 14 6 10 90 10 4 7 6 5 3 64.0 &A�PAW, l�r&MOVA�O = : : � 3 6 3 .4�V r�� 72.0 /2�� dW arAr ag�i r 10 10 10 4 4 7 8 4 3 8 3 84.0 r VirAar A a vA py/A' AN - �� VAZY i 6 3 04 / ,/' i 3 3 3 3 1510 „iiiii,;,,% „iiiii, p /%% AIn;',IrAellttuluuuu� * t� PEMAI g" t l� " , 'T�y_i �HCNI `§c` FWW 1. I�t 1�!/�/ 9� I 64,0 12 12 12 10 10 8 4 3 ' 12 12 12 7 6 11 11 11 4 8 4 72'0 12 12 12 9 8 8 4 3 r� 12 12 12 5 5 10 8 6 3 8 4 3 84.0 12 72 12 8 4 8 4 3 4i 12 12 12 4 4 B 4 3 3 8 4 3 3/ 150.0 8 4 3 8 4 8 4 3 8 4 3 %/ 3 8 4 3 3 8 4 * 14!iri It 51.0 13 13 13 9 9 6 6 4 �� 18 16 18 16 8 19 11 11 5 8 7 5 4 1 %� A/ 3 3 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. p_ "4"8 L IN SO I8 i b1 �6g ss �L MAEHINE s W 72.0 9 _9 9 6 5 5 �� /f1 12 12 12 4 5 8 7 5 ✓� 4 6 3 84.0 8 B 8 / 5 3 ,A A 5 / /id/ 10 10 10 3 5 7 4 3 / 3 6 3 11. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. iS(t)D11CT'RSVIBI� t56P(BEidB Aoo6p�aeMo • - • 2'L.0 Z " DEW, 'RS�rs mil,! $ • a!, ./ .g 150,0 5 ,� VA KR Rllmm t A, r lIf ";r�:�, _ 2010 '4. Fisco uNTL04009 W/ A�rAM E/ %1'��'], ©eJ ©J, // g�.Z. %' b4.0 7 rA» 4�6 72.0 5 6 6 O©8fi/�� © fi�i/ //fiI.��r4 �� 150.0 3 �� Q�4 %rA��©V %..7ArYZ��ZI/.IVi!✓ri�i�iii 4 16 16 16 16 9 16 16 16 6 14 12 9 %7 4 ( 51.0 16 16 16 18 9 16 16 16 8 14 12 9 YS I AS801® 64.0 18 16 16 10 7 15 15 15 5 11 b 4 3 16 16 16 10 7 15 15 15 5 11 6 4 3 to 0409/2010 9/4 "O ITW MAXI SET TAPCDN WITH t -1/4^ MIN. EMBEDMENT 72.0 16 16 16 7 6 13 11 8 4 11 6 4 4 3 16 18 16 7 6 13 11 6 4 11 6 4 i 3 84.0 16 16 16 5 5 11 6 5 4 11 8 4 / 3 16 18 16 5 5 11 6 5 4 f 11 6 4 / 3 Dlvia0n' "' " "" " °" ' /��do m 10-104 150,0 11 6 4 3 11 6 4 f 3 11 6 4 3 11 6 4 IX, 3 '11 6 4 3 11 6 4 3 sheet 4 d5 A 0 L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P,S.P.) POSITIVE DESIGN LOAD (W) (P.S,P.) MIN, SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE UNCHE5) 27,0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1" 7' - 0" 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10'- 6" 3 -1/2" 2 -1/8" 12' - 0" 4 -5/8" 3" 400 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10' - 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 60.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" 3 -1/2" 2 -5/8" 60.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 100 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/4" 6' - 0" 3 -1/8" 1 -1/2" 120.0 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" 5' - 0" 3 -1/8" 1 -1/4" 1.50.0 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" TABLE 21.101 pp LOAD 1, DETERMINE MIN. STORM SHUTTERESEPARATI FOM GLASS. STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W ALL MOUNTING CONDITIONS L MAX. IPT -IN) 27.0 12' -0" 30.0 11' - 8" 35.0 11' -3" 40.0 10' - 11" 46.0 10' - 6" 50.0 10' -2" 55.0 9' -8" 60.0 9' - 3" 65.0 8' - 11" 69.0 8' -8" 75.0 8' -0" 80.0 7' -6" 85.0 90.0 6' - 8" 95.0 6' -3' 100.0 6' -0" 110.0 5' -5" 120.0 5' -0" 130.0 4' - 7" 140.0 4' - 3" 150.0 4' 0" "ALUM NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS, 02104/2010 mWem 10-104 died 55f5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JM Steel Corporation 1050 North Steel Circle Huger, SC 29450 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated March 13, 2006, last revision #1 dated August 17, 2006, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision 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 revises NOA #05-1006.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by glm y A. Mahar, P.E., M.S. � / h". NOA No 06- 1106.01 ,_ Expiration Datee: : 04/07/2010 ...J o too 7 Approval Date: 05/10/2007 Page 1 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 04- 1221.03 A. DRAWINGS 1. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04-015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested per ASTME8 -93, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 1006.03 A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised wood anchor Calculations, 6 page, by The Thornton- Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. J Knezevich, P.E. E -1 it(o/fr—`■-- y A. Makar, P. E., M.S. Product Control Examiner NOA No 06- 1106.01 Expiration Date: 04/07/2010 Approval Date: 05 /10/2007 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. O1 'LARS 1. Contract for sale of assets. 2. Quality Assurance Manual by Smithers Quality Assessments, Inc. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated March 13, 2006, last revision #1 dated August 17, 2006, signed and sealed by Y. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 H h A. Makar, P. M. Y E., S. Product Control Examiner NOA No 06- 1106.01 Expiration Date: 04107/2010 Approval Date: 05/10/2007 ("' 03/ 3/2006) 8 2 LABEL LOCATKI 2.00" 1.05" MIN .0 017 /4-20 MACHINE 4/4 -22/0 pM12NACCHINE EMHRSL dsET 90" Ty_P_ 0 OSTORM PANEL SCALE + 3" m 1' -0" 38 .190 8.332" 5" a HALF STORM PANEL SCALE + 3" • 7 -0" .376" MAX: O'M HEADER 5)"13° HEADER 6.) BUILD -OUR "U' HEADER SCALE + 3" • 7 -0" v SCALE + 3" m 1' -0" .749" MAX. .376" 1/4 -20 MACHINE SCREW .188" .190 WITH 7/16" HEX HEAD 290" .440" S iF a,-1 1.06" MIN. 5.00" MAX. ()ANGLE SCALE + 3" ALMIEMLIKOZI OBUILD-OUT F•TRACK SCALE + MALI' SIZE • O"P TRACK SCALE + HALF SIZE 1- 2.90" MIN. 5.00" MAX, 0 STUD ANGLE SCALE + 3" m 1' -0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. SOSTUD ANGLE SCALE + 3" • 1' -0" FASTENER 1I 12" 0.C. PDR DESIGN LOADS LESS THAN OR EQUAL 70110 P.S.P. 8 0" 0,C. FOR DESIGN LOADS GREATER THAN 110 P.S.P. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) .090" MIN. TYP. -' (7ANAC 3 ALLOY) OBF-TRACK 0 WING NUT ALE SC + HALF 52E SCALE + HALF SIZE 2. N1rMfIND LILAO DURATION ACTOR CO : 1.6 WAS YSED POREWQOD SCREW ® +000OROANCE WITHTHE QOVERNI ni511JAMINO 4, ;AIVIA %% E n$RA0IMI' (CLUOE IHPORNATION S. AN RSESkpAmi,,egetasHALL COMPLY WITH CHAPTER 61015 -23 11 7. 4i' tI NN.p0 110MMSSTTEOpTRHpE�6ETHA�PpROVVPApLpDOCC�UMENTS WILL VOID 6. 0/ - • W TOMAY QEONE OP TH6 PO151t OPTYONaoocUMENTS, THE A .4.)' 11ALpi -. � p��p. •'T I 1 : jA �M►i, : ECOUNTY PROOUCTVI:ONTROIPDIV�SIONOR AND 9. 10. B) I +1. is ZONE I1RaEOEWEIMALL MUM - i i1f " t'< OPFICfr. p 1+•1}14 OSYS,SONE MAIiKIALPEREPANEI ANO SNALLEIiE PERMANENPTLY LABELIO ! }� fi' 1�f )<7A °Y, LUTA�E a0 WITH Py`�Z56��W M060 Q 11. ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N. 12110 56 M H NHLTNlaVED OR STAINLESS STEEL WITH 2.00" . LLEG DIRECTION IS OPTIONAL (ii) ANGLE - TRACK SCALE + HALF SIZE SIDE LUNT VIEW Lmax.. SEE STORM PANEL SPAN 1. SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE, 1/4" .1' - 0" WD (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS TOP MOUNT • PLAN V: O • 3125 "0 tJ r . � N S-., SLOT (NOT MSS USED WITH COMPONENTS �, S 3a) i ^ 125 °0 1 .3 5 ALUM. ANGLE CLOSURE PIECE 1" • 2" • 0.125° MIN. TO 2 "x5 "x0.125 "MAX. TRAP MOUNT CLOSURE DETAIL (FLAN) SCALE. 1 -1/2" • 1' -0" VERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE (0 CLOSURE ANGLE REQ'D) MAX. ANGLE OUT CLOSURE PIECE DISTANCE 1" x 2° x 0.124" MIN. TO 2"x5 "x0.125 "MA XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OP STRUC. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ASTENER (p 12" O.C. POR DESIGN LOADS LESS THAN OR EQUAL T0110 P.58, & r O.C. POR DESIGN LOADS GREATER THAN 110 P.S.P. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) BUILD -OUT MOUNT CLOSURE DETAIL (FLAN) SCALE, 1 -1/2" m 1' -0" 1/4" MAX. XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL (FLAN) SCALE, 1 -1/2" m 7 -0" \4,175 "0 .62 .. - - KEYN1L6 SLOT 717E BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE, 1/4" .1' - 0° HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) E"Yh, BY 'Lot* 096 [AS AS NOTED ®® 08 -325 (sheet 1 Of 5) 8 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN EXISTING GLAZIN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD PRAMNN 3/8" MAX. ER CFE CONNECTION SCHEDULE FOR MAX. SPACING 0 coNNEC ION TYPE EXISTING CONCRETE, REFERENCE ANCHOR HOLLOW BLOCK OR SCHEDULE E POR MAX. (TYP TOP AND BOTTOM /8" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 GLAZIN O 1- STORM PANEL SEPARATION PROM GLASS TABLE 2 B MAY BE EVERSE C RE NNN ECCTI A TYPE SCHEDULE FOR MAX. SPACING XISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING O A WALL. MOUNT SECTION SCALE. 3" . 1' - 0" DETAIL E ('PASS TNRU• SEC.) ANCHOR SCHEDULE FASTENER TYPE CONC. BOCK WOOD 1/4 "0 ITW TAPCON WEITH1 -3/4 AKIN. 12" 4' N/A EDMENT 2-1/2" MINIMUM EDGE 1/4 "0 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. IN CONC. 7" 4" N/A OR 1 -1/4" EMBED. IN KEDGE AND 2" NCCEN 1/4 0 ITW MAXI SET TAPCON WITH 1 -1/4" 5" 3" N/A MIN. EMBEDMENT MINIMUM DISTANCE N/A N/A 12" LONG LAG" SCREW WITH MIN. 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO W000 GRAIN /2" MAX. 1 COREFERENCE NL E SCHEDULE POR MAX. SPACIN REFERENCE C E SCHEDULE POR MAX. SPACIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 LEG DIRECTION OBUILD -OUT MOUNT SECTON SCALE. 3" . 1' - 0" 1/4'0 THRU BOLTS W/ LOCK NUT Et 12" O.C. FASTENER. SEE DETAIL ®ANCHOR SCHEDULE, POR MAX. SPACING x gM /8ANDLE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O°PASS THRU° SECTJON SCALE. 3" . 1' - 0" /2" MAX. *14 x 3/4" TEK SCREW MACHINE BOL1/4-20 LOCK NUT 82 8" O.C. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAM! CCION C OR SCHEDULE POR•MAX. SPACING EXISTING GLAZIN 1 SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 ;ggCCpEED TE PASTOENggC�C IN NARROW ION NOT IVIIE pPOPTIOONNCOPKEYHORLE CI SCHEDULE FOR MAX. SPACING r TRACK/DIRECT MOUNT SECTION © SCALE. 3" . 1' - 0" EMBEDMENT THREE 1/4 "0x MIN. 4" LONG W000 LAG SCREWS di EMBEDMENT INTOIW00D /4 MEMBER 2" x 5" x 1/8" x CONT. ALUM, ANGLE OR 4" x 1/4° x CONT. ALUM. PLAT REFERENCE CTIO4 C E SCHEDULE FOR MAX. SPACIN 1 -1 "1 CS CONNECTION �, MAX. REFERENCE ANC‘ SCHEDULE POR MA " SPACIN OD SCALE. 3" . 1' - 0" 1/2" 4000761•4 ( IIIIMMVAMINomman w ri EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMIN OCEIUN MOUNT / BUILD OUT SECTION F SCALE. 3" . 1' - 0" CEMJNQ/FI..00R MOUNT SECflON WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE -XISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. *14x 3/4" TEK SCREW v (D 9" O.C. BETWEEN TA TRUSSES 1/2' 0. 0. J PRODUCT IHNLW.0 so mn)ylag w:t3 w°Pi de SI hI( Ce AC°u'r;.nuro Nn ° • — 01 Expi fe - to W �t36B 03/ 3/2006 06-3k (sheet 2 of 5J a EXISTING CONCRETE, HOLLOW BLOCK OR WOOD PRAMIN EM bw3" x 0OS5" 6063 -T6 2". r1 ALUM. TUBE , TYP. RECONNECT ON YR SCHEDULE POR MAX. SPACIN 3/0" MAX. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD PRAWN 111"w 2" w 0.055" 6063 -16 12'. 21 ALUM. TUBE , TYP. 1/4 -20 S.S. BOLT & BOLT & WING UT 01 24° O.C. (TYP. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE POR MAX. SPACING (A; WALT. MOUNT SECTION SCALE. 3" w 1' - 0" Mgr MAX. EXISTING BAY WINDOW 1/4 -20 S.S. BOLT & 24" 0.C. WIN, U 0 1" OVERLAP & OL O.C. (TYP. B N 6NT PL�TL T PLt1'E 110 MAX. 1 OVERLAP OTYPICAL CORNER CLOSURE DETAILS (WANG SCALE, 1 -1/2" w 1' -0" EXISTING GLAZIN 5" LONG HANDLE WITH TEK SCREW OR MACH NE SCREW TO PANEL 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 PROM THE INSIDE C1 CONNECTION TYPE REPERENCE ANCHOR SCHEDULE POR MAX. SPACING O9 TYP. MACHINE WI 142147.1184ECS 01 TO ADJACENT PANEL) 1/2" MAX. WALL MOUNTED ° x 2" x 1 /0" x CONT. STUDDED ANGLE (SEE SECTION J) W m OLLOW BLOCK PARER FASTENING MAIL PANEL WIGHT a 7' • 4" & MAX. DESIGN LOAD *72.00 P.S.F.) EDGE LINE (TYP. BOTCH SIIDES) OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIta H N.T.S. PRODVC'T wV195 9uIJta3Cod° 6 0(7.6 Am,4 Oro Nn .ZSfiPft'In alt TOP MOUNT pgreaLgialmat HE �TppHEEr S CTITI PANEL I N"rAtAENGO AMITX AH EI.,p IN OR "U" 'HEADER TOP 0 INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" m 1' -O" WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS TYP k -.120" TYP. .100" TYP. C1 CONNECTION TYPE 1/2" MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. ' SPACIN • .�`�IN. \-- 1/4 -20 x 3/4" HEX pL BOLT AND NUT GO 6" O.C. REPERENCCEEOANCH R LEG DIRECTION SCHEDULE POR MAX. SPACIN © B' MAX. BUILD -OUT MOUNT SECTION SCALE, 3 "e1' -0" BOTTOM MOUNT - - '` _ _ TYPICAL VERTICAL ELEVATION SCALE, 1/4" = 1' - 0" Id* 03/ 3/2006] ELIM 08 325 (sheet 3 of SI n I:I a °.' •gB 41 a� .1I" .i3 ry I U ANCHOR SCHEDULE FASTENER MAXIMUM SPACING RN0125) REQUIRED FOR VARIOUS DESIGN LOAO3 AND SPANS ANCHOR SCHEDULE FASTENER MAXIMUM SPAONG SNOWS) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 140 ANCHOR TYPE LOAD (W) P.S.P. MAX. MIN. Y EDGE DISTANCE MIN 3' EDGE DISTANCE ANCHOR TYPE LOAD (W) e,S.P. MAX. (� NOWH 1) MIN 3 4• EDGE DIS ANCE SPANS UP TO 8' -0' Nara 1) SPANS UP TO B' -8' (SSM MOTH 1 SPANS UP TO 12' -O" (OES NOTE 1) SPANS UP TO e'-0' (� NOT8 I) SPANS UP TO 8' -e' (SHE NOTE SPANS UP TO 12' -0" AWE NOTE 1 AN U` TO 8' -0' �i: •u. 5P N= P T. 8' -8' t:3 gut Ey +- •� - ME MOTH 1) CONNECTION C1 C2 NOTE C3 TYPE 3) 4 CS CONNECTION Cl C2 NOTE C3 TYPE 9I C4 C5 CONNECTION 1 ( C2 NOM C3 TYPE 8) C4 CS CONNECTION Cl (ice C2 NOTE C3 TYPE 8) C4 C5 CONNECTION Cl (� C2 NOTE C3 TYPE 8 C4 C5 CONNECTION C1 NOW C2 C3 , TYPE 8) CI. CS CONNECTION WEE C1 C2 NOTE C3 YPH C4 C5 CONNE C1 ION (525 NOIH C2 C3 TY- 0 8) C4 CS CONNECTION Mann C9 C2 C3 TY E 8) C4 CB CONCRETE ijr97919ipetiwnr+aiilir - V4• q 1 -S/4 * r8 i::!, -S1 P__ ..,-;y= 51.0 /� a 4 A a 4 A a 4 16 16 16 16 16 116 166 16 12 16 1166 6 7 Yv 51.0 16 16 16 16 12 16 16 16 16 8 16 16 16 8 6 84.0 AV Amor �� IOII/OI IQ DI !15 - 25 .gi -I e100 I: ri.55 a ©6 6 f!� 1- X 1 Mx,34�170N " ,?��yA TO 64.0 16 16 16 16 10 16 16 16 10 6 16 13 10 6 5 72.0 ��i � �,�� f �iQ ®l 16 9 77 72.0 16 16 16 98 8 16 16 16 8 6 16 13 10 6 5 94,0 150,0 Ae7 Are %4%///rf,//� V ��,��.17i / /��O%/,/407/Q;�©' OM'VAri EIsi1'aL-. 7Q�7f c�iia0 10 12 r 12 12 6 ©8 - 7 84.0 18 16 16 12 7 16 14 11 6 5 16 19 10 6 9 150.0 96 13 10 6 5 16 13 10 8 5 18 13 10 6 9 fY Srdunmup+ual+um A' i)■fq \ \P \flNN147 ,,,, pt 1,�•Trr 51.0 12 12 12 12 12 12 = 12 12 12 12 12 12 12 •suvdnMfrinnloU111ta 9t i��fnu1.lmmlt.> 51.0 12 12 12 12 11 11 11 4 Al 7 7 5 / 84.0 12 12 12 12 12 12 - 12 12 12 11 12 12 12 8 12 9 7 6 64.0 12 EI®Q�� I?%/�A Q �M��5!)� M VA 72.0 12 12 12 12 12 10 12 12 12 10 12 12 12 ' 7 12 9 7 6 ,' i, 5.' •y / ' ' '' 72.0 11 mm©M /O:�MiALI+MWA ©�J 84.0 12 12 12 12 8 6 12 12 12 : 9 12 10 7 8 12 9 7 6 54.0 9 QQ W i q 0 4 1111 +++��l••• 4/ • �� , p 12 7 5 12 9 7 6 12 9 7 6 12 9 7 6 150.0 6 �� i i� �%i 6' low 1 pl 51.0 16 16 16 ' 16 16 16 - - 16 16 16 12 16 16 16 8 14 13 9 6 `1 51.0 12 12 12 9 12 12 12 6 6 12 11 8 ©J� 4 64.0 16 16 16 - 12 12 12 16 16 16 10 16 16 16 6 11 6 4 5 Ir �i I,AI' 66.0 12 12 • 9 7 12 12 12 4 5 10 S 4 3 _ w+R!J 72.0 16 16 16 - 11 9 7 16 16 16 = 8 14 12 B 6 11 6 4 S A 5 5 7 W/ 6 ,i y� '`r T }+'�: r ri�K1 +. 72.0 12 12 7 6 12 10 7 3 4 10 5 4 %�, a 3 3 � t 84.0 14 14 14 9 5 4 16 18 18 . 7 12 6 5 5 11 6 4 84.0 �r,7�f 12 ®®Q 4 4 10 5 4 w- 150.0 9 5 3 9 8 3 11 6 4 5 11 6 4 5 it 6 4/ edir'�i,n ' +r' 150.0 10 5 4 or 3 10 5 4/ 3 10 5 4/ 3 7 �riuiiir+anweral+it- p� f1APCON W/ (�{, S,tgp p,RL 51.0 16 16 16 12 12 12 - 16 16 16 - 10 15 15 15 6 11 10 7 5 64,0 14 14 14 - - 9 9 9 JJJ%%%jjj 16 16 96 8 12 12 12 5 9 4 3 4 J 4 4 72.0 92 12 12 8 7 5 15 15 15 - 7 90 9 6 4 9 4 3 84,0 10 10 10 7 4 3 13 13 13 6 4 5 4 4 9 4 3 150.0 7 3 3 7 3 9 / 9 4 3 4 9 4 3 4 9 4 3/ 4 , 1•,y�4. �• )��.�.y,'.•��yp�yp'/p�tga O Y ■ 2, iERRRA��ppE[�cCNOR E , •ASS EOpsET� gC•�EXIS�TI NO BO1 UC EUpRTEEMRATF1EApN� Jb(jj��L TON _ [�. i LQAD CN s UTiQBR ANO hit N207 SPAN GREAT 3. SHE MOUNTING SECTION DETTAILPSApPPOR IDENTIPICATIIO�NpOO�P CONNECTION TYPE. 4. n SH/� B INSTALLED IN CORDANARTYPEBASEDONTRPHOP N Cgs [LMLOS H D A pp S S OCNTUR RE f DAT 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. ' 7. H ISb Sp7 7TURpEAIS�r �e�ooDSF WAOp�pQpllFppi I tla C FNip4IITMI ICNN Er�N01}' YW palit jt�(((-T0�0IS ACCEP kirrd LY PO R6 CHS 8. FAT�,(3 O R PAp ,p %O�Pry, PR�A'g'[Np�Op T %�E ISTYI LA )EWS Sli VI � HHA 9. MPA�ry¢ g�ARNgWS SHALL H g ppN Mu�.1 �p /2" EN�pp�M��7 p THpgAOS IN ®ASE ANCHOR AMD MAY H�H A 1YIAPER HE�D (SIDEWALK 8040, U.O.N. 51.0 16 16 16 - 16 16 16 16 16 16 - 13 16 16 16 9 16 15 11 6 64.0 18 16 16 16 16 16 - - 16 16 16 10 16 16 16 7 13 7 5 5 v` 0� 72.0 16 16 16 - 16 13 10 - 16 16 16 - 9 16 13 10 6 19 7 5 � 5 T nPCON IO11�8.,,,,,LL11`+ua 84.0 16 18 16 14 8 6 16 18 16 8 14 8 6 5 13 7 5 S i��z�,A, 5 13 1 V` Ki1682 v�rewaw �ma I .J;r.! m i a V V4 yit 1 • .• t -V4• {. �I. • • 50 15 15 15 6 10 10� 10 4 7 8 5 62,0 / � % ✓ph �%93 � 0, mvr IV A �/ / .a mme- .. 14�� ,a M /ra'� ©w0E� ©� I�f �r4, 84.0 /�� i %�� /�„o o� �[ 150.0 / /arA�ra%�i� ��/�j% %� % /��m�,�� 1t'em'darafiluanuualc- 14 inaao+a+wo.� } -- I:YJ ., i. 51.0 12 12 12 12 7 12 12 12 S 4 9 9 6 12 12 1T 12 6 12 12 12 S 90 9 8 % 4 / 3 A P6.. + 116 840 12 12 12 T 10 10 10 9 3 8 4 3 rip 92 12 12 7 B 91 11 11 4 8 4 3 'J' 72.0 12 12 12 9 8 8 8 /�� 12 1T 12 S 10 8 6 3 8 4 3 3 84.0 12 12 12 9 4 3 8 � 12 12 12 4 8 4 3 3 6 4 3 3 4 3 3 190.0 B 4 9 8 4 3 B 8 3 6 4 9 3 8 4 3/ / IPll;lill II 51,0 13 13 13 - 9 9 9 6 , � 16 16 „136 - 8 11 11 11 4 S 8 7 g F / � 3 �/ 84.0 70 10 10 7 7 7 S / 13 73 !3 - 8 9 9 9 4 8 10 % DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. + . ., 72.0 9 9 9 8 4; / 5/ ��/ 12 12 92 5 8 7 5 4 6 3 A/ 84,0 8 0Q��i4�©10� �� 10 10 10 B� %E��ie e 3 3 55�� pp77•• R WHICH p 11 SCREWGNUT S ANCHORS ICE ARE REMOVABLE BY REMOVING MACHINE assroplyt REY6S£D 000�Pa��l�a�e Acta a 060- 11%/ °i • / o + a -�� ' Lit. 150.0 S �� /ArhrA�//�i�OEIN M �M_i%/ 5�+ ,....,,, v4• TMNI APCON W 1/9"I�. T ED. 51,0 9 9 9 9 4 6 6 6 /4 4 % 12 12 12 11 5 8 8 8 �0// , % EP30,i„" 64,0 7 7 7 3 3 5 3 5 3 ��/ 9 9 9 4 4 6 6 6 E7OO�� 72.0 6 m % ©L'!Y / /. % %E:� / /. / /r r I / /, //. C ©�V'/I/I.Jr 84.0 5 mMOir_eZAori IEIMMO�i �/ ® 16 ∎�lX1 %7/i7/ 16 9 16 %.. / 16 /•i�ILie// 16 40/i2V 6 14 /��A' /%% 12 9 4 150,0 3 %Ri.%IJ/FJ�/ //% %0% %V%ia�/% �`� 03/13/2006 61.0 16 16 16 16 9 16 16 16 6 14 12 9 I. 16 16 rL�NOTID 64,0 16 16 16 10 7 15 15 15 5 11 6 4 3 16 16 16 10 7 95 15 15 5 11 6 4 pi 3 TAP 1,1;41E624 mix D1Nabs .., _iu:D 94,0 16 16 16 S 3 19 8 5 4 11 6 4 9 16 16 16 5 5 11 6 5 4 11 6 4/ 3 06 -325 150.0 11 6 4 9 11 6 4/3 11 6 4�3 11 6 4 3 11 6 4/3 11 6 4• 3 [sheet 4 0f SI T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (WI tP.S.P,) POSITIVE DESIGN LOAD (W) (P.S.P.) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 80' AB(INC GRADE (INCHES) 27.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1" 7' - 0" 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10' - 6" 3 -1/2" 2 -1/8" 12' - 0" 4 -5/8" 3" 400 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10' - 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 80.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" 3 -1/2" 2 -5/8" eoo 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 100 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/4" 6' - 0" 3 -1/8" 1 -1/2" 120.0 3' - 0" 3 -1/8" 1" 4' - 0" 3-1/8" 1 -1/8" 5' - 0" 3 -1/8" 1 -1/4" 1600 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" rI 1188.811M2 g�g �� ppS�� pE 1. GLASS. MIN, TORM SHUTTERESEPSMATION RROM T A 8 L 8 STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W ALL MOUNTING CONDITIONS ANCHOR SPACING 12 IN O.C. L MAX. (FT -INI 27.0 12' -0" 30.0 11' -8" 35.0 11' -3" 40.0 10' - 11" 46.0 10' - 6" 50.0 10' -2" 55.0 9' -8" 60.0 9' - 3" 65.0 8' -11" 69.0 8' - 8" 75.0 8' - 0" 80.0 7' -6" 85.0 7' -0" 90.0 6' - 8" 95.0 6' -3" 100.0 6' -0" 110.0 5' -5" 120.0 5' — 0" 130.0 4' -7" 140.0 4' -3" 150.0 4' -0" TABLE 1 N01ESt 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS, 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PRODUCT UMW corafildopeftb Vie r adding C Asem Ex B 1 °tlB 03/13/2006 �a� 06 -325 [sheet 5 of 5] BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JM SteeI Corporation 1050 North Steel Circle Huger, SC 29450 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.huildinecodeonline.com 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: 0.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel' ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision 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 revises NOA #04- 1221.03 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by He A. Makar, P.E. /lin y NOA No 05- 1006.03 Expiration Date: 04 /07/2010 0 6/01/200 6 Approval Date: 06/01/2006 Page 1 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMI'1 "1ED UNDER PREVIOUS APPROVAL # 04- 1221.03 A. DRAWINGS 1. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated December 16, 2004, last revision #1 dated March 11, 2005, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04-015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton - Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CER 1'INCATIONS 1. Tensile Test Report from Certified Testing Laboratories, Job No. CTL -0686K dated October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -325, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton - Tomasetti Group, dated March 13, 2006, last revision #0 dated March 13, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Revised wood anchor Calculations, 6 page, by The Thornton - Tomasetti Group, Inc. dated September 16, 2005, signed and sealed by V. J Knezevich, P.E. E -1 Helm y A. Makar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07/2010 Approval Date: 06/01/2006 JM Steel Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Contract for sale of assets. 2. Quality Assurance Manual by Smithers Quality Assessments, Inc. E -2 A•� Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 1006.03 Expiration Date: 04/07 /2010 Approval Date: 06 /01/2006 6 1 LABEL LOCATIO /4 -20 MACHINE II $ === 1.00" MIN.,, - 5.00" MAX. PANEL O STORM SCALE 3" • 1' -0" .190 1B HALF STORM PANEL SCALE . 3" • 1' -0" 76" MAX" O°h' HEADER O V HEADER O BUILD -OUT °U° HEADER SCALE s 3" m T -0" SCALE s 3" • 1' -0" .749" MAX. .376" .190 180" 290648" .440" OANGLE SCALE s 3" • 1' -0" 0.090" (TYP.) OBUILD-OUT F - TRACK (8) '7' °F° SCALE * HALP 512E SCALE . HALP SIZE 2. Er.,MINONL11 -ATgI �kp lONP A�CTOpR�Cdp�: 1�6�pMPLISED�PyOReE ger SCREW 3 ,. � j•� I IA ACtORt NCE W1TTH fi! ciNVNTWILI ANO E� 4. P�OgR SIT! -Mtk L p Ig f F [nI fNDRDMI I ELUDE INFORMATION S. OFc.IiE PLORIOAPADTRAOT° SHALL COMPLY WITH CHAPTER 61019 -23 ;j$ITI°NS TO THESE APPROVAL DOCUMENTS WILL VOID INO OPPIGIAL MAY BLECT ONE OR TM8 PaLLOWINGPOPT10N5*000UMENTB. THE WNgN CITE �0pp pp pg ��E$CrpCC�,IpYI,y 1{�N�a,V BE APA POR AND pZpONE AMMSpp°NKKLY %TlOpppN-" gg S1f�yt�ti�1�Li BE��22ACC'�P'07'EN! �N�pT&IEEk: tptSN(IEO{N. 9. A�OWF�ORNEN �LlkEREPANELNANO igALLEBE 1 RMANHNPTLY LA 1-i 11. ALLY EXTRUSIONS SHALL pBSE B6H06�3 -T6 ALUMINUM � ALLOY. U.O.N. 12.A MINM AIR 6TRENCTH OF 61ARL. WED OR STAINLESS STEEL WITH 19.�g� O��Q qq��1}} ES �1r t 1•WHERe P�ILICABIE,ARM Mb?I�iJr6''Fh'4ddAd� n�� • ' . . 81 .090" MIN. TYP, PP l �ihmniurnnl� (2/01AC 3 ALLOY) OBF -TRACE O WING NUT SCALE s HALP SIZE SCALE s HALF SIZE 2.00" 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD 0.090" (TYP.) 655" OSTUD ANGLE SCALE s 3" • T -0" XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. OSTUD ANGLE SCALE * 3" • 1' -0" FASTENER epo 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL T0110 P.S.R. & CO 8" 0.C. FOR DESIGN LOADS GREATER SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1 LLE0 DIRECTION IS OPTIONAL 90 ) or ANGLE -TRACK SCALE s HALF SIZE SIDE PLMOUNT VIEW Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE* 1/4" • 1' - 0" WITH UPI ITE (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS N M TOP MOUNT I_ \ ,r 111 8 i — 11111875711 125 °d (NOT T0SED WITH COMPONENTS & 3a) - - --zrri LOTTYPE 1 BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE. 1/4" • 1' - 0" PLAN VI.W 25 "0 ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125" MIN. TO 2" x 5" x 0.125" MAX. TRAP MOUNT CLOSURE DETAIL MAN) SCALE* 1 -1/2" • 1' -0" VERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO BUILD -OUT DISTANCE (* 0 CLOSURE ANGLE REQ'D) 1/4° MAX. ALUM. ANGLE U(LD -OUT CLOSURE PIECE DISTANCE 1" x r • 0.125° MIN. TO 2" x 5" x 0.125" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OP STRUC. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR 5CHED. BASED ON TYPE OP STRUCTURE ASTENER ge 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL T0110 P.S.R. & 8° O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.R. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) BUILD -OUT MOUNT CLOSURE DETAIL OR AN) SCALES 1 -1/2" • 1' -0" 1/4" MAX XISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. WALL MOUNT CLOSURE DETAIL (PLAN) SCALES 1 -1/2" • T -0" 5 .625 �- HOLE TYPE 2 (MAY BE USED WITH ANY COMPONENT) PRODUCT REVISED ae mmp•0 giffi 6xr VW* BxIdlx2COde A¢epinnm , . .. . O Dm • �7L�i/ • - 10 By Division 8 ci 1° 1 iE 11 I■ • V J Kiwzei' ch MOMS ,1�OL. ■ 181 03/13/2006 (ASN�1 Ica ® 06 -325 [ sheet 1 of 51 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMIN EXISTING GLAZING NIS REFFEERENNCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 REFERENCE NOANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W00D FRAMING 'O WALL MOUNT SECTION 4 SCALE. 3" • 1' - 0" DETAIL (PASS THRU' SEC.) AN OR SCHEDULE FASTENER TYPE CONC. BOOK WOOD /I 111111•1,11MOIMIIM111‘1, 1/4'0 ITW TAPCON WITH 1 -3/4" MIN, 12" 4" N/A EMBEDMENT AND 2 -1/2" MINIMUM EDGE DISTANCE 1/4 "0 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. IN CONC. 7" 4" N/A OR 1 -1/4" EMBED. IN BLOCK ANE 1/40 ITW MAXI SET TAPCON WITH 1 -1/4" 5" 3" N/A MIN. EMBEDMENT AND 2" MINIMUM EDGE DISTANCE 1/4 "0x MIN. 2 -1/2" LONG W000 LAO SCREW WITH MIN. N/A N/A 12" 1 -3/4" EMBED. SHEAR PARALLEL OR PERP. TO WOOD GRAIN EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN /8" MAX. EXISTING GLAZIN 1/2" MAX. REFERENCE SCHEDULE FOR MAX. SPACIN CONNECTION ANCHOR LEO T E CTION SCHEDULE FOR MAX SPACIN SECTION SCALE. 9" • 1' - 0" C1 CONNECDONTYPB REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING REFERENCE ANCHHOR HOLLOW BLOCK CONCRETE, SCHEDULE FOR MAX. WOOD FRAMING SPACING ITYP. TOP AND BOTTON) 3/8" MAX. r. STORM PANEL SEPARATION • PROM GLASS TABLE 2 MAY BE EVERSE 1/2" MAX. SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 1/2 Q MAX. 1/4 "0 THRU BOLTS W/ LOCK NUT g0 12" O.C. ASTENER, SEE DETAIL ()ANCHOR SCHEDULE, FOR MAX. SPACING O EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 'PASS TRW SECTION SCALE. 3 " =1' -0" 014 x 3/4" TEK SCREW MACHINE BOLT WITH LOCK NUT @ 6" O.C. EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMIN C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE POR MAX. SPACING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER 6;0.C. OR IADNHROCING DO NOT PORTION OF KNECYNHOgLE U S ING. CFER N MAX. SPACING ©TRACK/DIRECT MOUNT SECTION SCALE. 3" 1' -0" EMBEDMENT THREE 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS IP 24° O.C. MAX. WITH 2 -1/4 EMBEDMENT INTO WOOD MEMBER 2 "x5 "x1 /8° x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT. 1/ "1 -1/ Pir 00 0 CS CONNECTION �, REFERENCE ANC `\ SCHEDULE FOR MA SPACIN O D CEILING/FLOOR MOUNT SECTION, SCALE. r a 1' - 0" ram pipp. ipso( wrilr WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL PACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 3/8" MAX. $114x 3/4" TEK SCREW'S �p 9" O.C. 1 BETWEEN TRUSSES 0 C1 CONNECTION NE C C OR SCHEDULE FOR MAX. SPACIN EXISTING CONCRETE HOLLOW BLOCK OR WOOD PRAMIN O F CEIUN MOUNT / BUILD OUT SECTION SCALE. 3" • 1' - 0" yr 0. PRODUCT REVISED m complying with the Florida BudRc2 Cods Acoop;imco No0 Sip don line By Miami B,.•.e Control 0 •.76PA• • • ci6 03/13/2006 AS NOTED ®® 06-3k sheet 2 of 51 1 Ei EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING EMB -,, Ii GLAZIN, EXISTING ■7 SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMIN r g N "j. 0.055" 6063 -T6 2 ". 3.1 ALUM. TUBE ,TYP. REC NEECTI ANCHOR SCHEDULE POR MAX. SPACING' /2" 3/8" MAX. Era 11:: .12 .d 0.055" 6083 -T6 2 ". 22" ALUM. TUBE , TYP. 1/4 -20 5S. BOLT & BOLT & WINO UT 24' O.C. (TYP. 5" LONG HANDLE WITH TEN SCREW OR MACHINE SCREW TO PANEL PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE C1 AN E SCHEDULE FOR MAX, SPACING O9 TYP. 0" MACHINE SCREW STU WH 2OC RgpNECTUT Q! 1' O.C. (CONNECTS teal TO ADJACENT PANEL) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE. 3" • 1' - 0" Aril STTCE'L NE L�1Ms. MAX. EXISTING_ WINDOW 1" OVERLAP 1/4 -20 5.5. BOLT & BOLT & WIN U (0 24" O.C. ITYP. EENpgT PbLAT(�EEEL ENT P$fATI:"r-�" MAX. TYPICAL CORNER CLOSURE DETAILS (PIAN) SCALE. 1 -1/2" • 7-0" EXISTING GLAZIN C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACIN C2 C NNNECCTIA �R SCHEDULE FOR MAX SPACIN /2" MAX. MT/ rBLOCI4 /0"8, HOLE ANEL ST NG (MAX. PANEL HEIGHT ® P "4' & MAX. DESIGN LOAD ,572.00 P.E.F.I ,1 SEDGE LINE / LTYP. 31alitIDES) WALLS MOUNT, D 5" x x 1/8 x CONT. STUDDED ANGLE (SEE SECTION .1) (a) OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC lJ N.T.S. PRODUCT REVISED en complying with theF Bolding Code Anytime No En Uoo Dote MIawI Midas 00 010 DETADS g®•&,N0g7E: CONNEECTION PS THE ).AST P EL FOR pAN OPENING WITH PANELS 11 THELLLLLL 0 FNR�OOM INSIDE. Dp, US EE IN MODU7 tr "U" HEAOER "hTOP Oj INTERIOR FASTENING ANGLE ASSEMBLY SCALE. 1 -1/2" • 1' -0" TOP MOUNT WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS Afir .250" aI .120" TYP. PLAN V EW .100" TYP. 1/2" MAX. LEO (DIRECTION N. 1/4 -20 x 3/4" HEX BOLT AND NUT 05 8" 0.C. O9a MAX. BUILD -OUT MOUNT SECTION L SCALE. 3" . 1' - 0" BOTTOM MOUNT _ TYPICAL VERTICAL ELEVATION SCALE. 1/4" a 1' - 0" c 1 1 1 1 .se 0.M "a , o We :;••NM 03/13/2006 A�1 NOTID 1 ®® 06-3'2.5 sheet 3 of 5 a e ANCHOR SCHEDULE FASTENER MAMMA SPACING EN0IH% REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR SCHEDULE ' FASTENER MAXIMUM SPACING (80]{184) MIMED FOR VARIOUS DEMON LOADS AND SPANS I 1- ANCHOR TYPE LOAD )W) P.S.R. MAX. (956 NOTE 1) MIN. r EDGE DISTANCE MIN. 3° EDGE DISTANCE 1 ANCHOR TYPE LOAD IW) P.S.P. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS 6' -0' ( NOTE CONNECTION GCE 801E C1 C2 C3 UP 70 1 TYPE 8) C4 CS SPANS (4EE CONNECTION f� C1 C2 UP B' -8' MMT81) NOTE C3 TO TYPE 8) C4 CS SPANS CONNECTION C1 12' ( (� C2 -O" N0T81) NOTE C3 UP TO TYPE 8) C4 C5 SPANS CONNECTION C1 6' OMI (988 C2 Up -O' NOTE MUTE C3 TO 1) TYPE 3) C4 CS SPANS CONNECTION C1 8' ( 8 C2 Up -8' NOTE NOTES) C3 TO 1) TYPE C4 CB SPANS CONNECTION C1 12' (� (SEE C2 UP -0" NOTE NOTE C3 70 1) TYPE 8) C4 CS SPANS UP TO 6' -0' (SEE Nor t) SPANS UP 70 8' -8' 1O N=T81) SPANS UP TO 12' -0" (595 NOTE 1) CONNECTION CI (688 8018 C2 C3 TYPE 3) C4 CS CONNECTION CI C2 NOTE C3 TYPE 3) C4 C5 CONNECTION CI (388 C2 NOTE C3 TYPE 8) C4 CS CONCRETE 5... iiiHr��llrrrr..,iii- V4" 1 -I/4 MENT .. p .:..:n:, 51,0 ,1, ,/, A ,/ At A / A A / 4 4 �. 4 / 10 16 16 16 15 16 16 16 12 10 16 16 9S 6 7 WOOD 51.0 16 16 16 16 12 16 16 16 16 8 16 16 16 8 6 84•0 �raedVeM0� �0r 2 �92M m Q © Q 6 6 ,. j♦♦'" ! 1 XY 1x" Ti" ' Yr'` TO 64.0 16 16 16 16 10. 16 16 16 10 6 16 13 10 6 5 72,0 MOlarAr4 ∎We00Mr/drra ® Q 72.0 16 16 16 16 8 16 16 18 8 6 16 13 10 6 5 54.0 �W arh� �V OVMr4MQ 12 12 rarZoralCIBI01111131310113113 11 5 12 12 12 L1 12 12 12 12 12 ©ca 11 10 12 12 12 ©6 - 6 7 84.0 16 16 16 12 7 16 14 11 6 8 16 13 10 6 5 150.0. moor I %.92 12 7140� 8 150.0 16 13 10 6 5 16 13 10 6 5 16 13 10 6 5 ♦. naC;u.muu,,u,, St 0 12 12 12 12 11 12 12 0 . ipNnuas...m t: •R,1118gate9am >, ' 9r I, �f 51.0 12 12 12 EIV/LE FAY * i UIU17WUi11m 7 ..,,• / pyUL .,, :, 64.0 12 12 12 12 9 12 12 12 6 12 7 5 4 12 12 12 12 11 12 12 12 7 8 12 9 7 6 64.0 12 12 12 [r // /2rojlOMMOr '�� /�o � 72.0 12 12 12 9 fl 12 12 10 5 12 7 S - 4 12 12 12 12 10 12 12 12 5 T 12 9 7 6 72.0 19 11 71 ��j 500 12 7 5 3 4 12 7 5 4 12 7 5 4 12 9 7 4 6 12 9 7 4 6 12 9 7 8 150.0 6 3 /,��o / ZA dare 8 4 * 1119111111 1 1I 51.0 16 16 16 16 10 16 16 16 - 7 11 10 7 S 16 16 16 16 12 16 16 16 7 8 14 13 9 6 I 1 nIs 1,,,' 51.0 12 12 12 12 9 12 12 12 6 6 12 11 64.0 16 16 16 8 8 12 12 12 S 9 5 3 4 16 16 16 11 10 16 16 96 4 6 11 6 4 S 84.0 12 12 12 9 7 12 12 12 4 5 10 4 4 4 � 3 3 V i 1{jV- ,)15`PS MAIN, I. RSy " "}` -:� 72.0 16 16 16 6 7 11 9 7 4 9 5 3 3 4 96 16 16 8 8 14 12 8 3 6 11 6 4 A 5 S S W% } >,1 .'1 )l Xr y1 Ll 72.0 12 12 12 7 6 12 10 7 3 4 10 5 84.0 14 14 14 4 8 9 5 4 4 4 9 5 4 16 18 16 3 7 12 6 5 3 4 11 6 4 84.0 12 12 12 P, , �� 9 1500 % 11 6 4 S 11 B 4 P 5 11 b 4 •�ir��'M 1 wr; '' 140.0 10 S 4 , 3 10 5 4 / 3 10 S 4 3 911�ny1,11u aeimml -- ♦ TADCON WR60 U2' MIN. WM. .. moms= 51,0 / 16 10 16 - 10 1S 95 15 6 11 10 7 5 ANCADRNOTH91 64.0 16 16 16 8 12 12 12 4 9 4 3 0 4 4 4 4 4 72.0 4 15 15 15 - 7 10 9 6 4 9 4 3 840 O / 13 13 13 6 9 5 4 4 9 4 3 3/ 1. SP i=' A�, 2. N ggTN R 'r0 pg �� EEa t 3. SEE MOUNTING SECTION DyETTgAILLOSpP08 °• B T GiEOULE EXI TbTGG STR 4. �N�a•IORS DFi,ALk BE INSTALLED 6. MINIMUM EMBEDMENT AND EDGE 7. YVIAHpE E 1 TI i 7 TT pp MEMB� �T PEC Y 000. RASTTENW6 • SIDE i PI FA Ef k '`jj P L I N�ADGOF 9' ppAi11NE SCREWS SHALLH01 BA ANCHOR AND MAY AVE 10 % DESIGNATES ANCHOR CONDITIONS 11• W NUT OR ANCHORS + =AIU FOR DRTER6AININCi AN ONLY. FOR L0AD8 MUST TNOSB Q$ OgN NggCTEXpIgS INN gpTp U R7��pp�8g MATERIAL, S PANCNEMUTTtAS�ANO SECT SPANGREATBR IDQENTILFICATION OP CONNECTION TYPE. RORCPROPER ANL,'g� °�Nf'�4''a IN ACCORDANCE WITH MANUFACTURERS' DISTANCE EXCLUDES WALL FINISH OR STUCCO. 154 EWNOE0RDbPpRRAEMIIN96Wp0C0ppGUppfem .N [b0 ) TO PLYWOOD IS ACCEPT OE ONL ggY eR OF LA O 4 BRA Og A L/ E �gp Ip�.� S ppyp D L EAD. f� Y. LAS�CREW�M HA E M�Np�UM •- 2" E�Ogp��ENT pp T�{pgADS IN A WAFER ' +'�0 (SIDEWALK BOLT), U.O.N. WHICH ARE NOT ACCEPTABLE USES. IQI AMR. REMOVABLE BY REMOVING MACHINE ,,., _ s - 03 xwr 150.0 / 9 4 3 4 9 4 3 4 9 4 ilI 51.0 - 16 16 16 - 13 16 16 16 9 16 15 11 6 w.II%a%as - V10 TAewasz/4 M01. Q1DL 3,000 Pd4 OONCI®18) 64.0 - 16 18 16 10 18 16 16 - 7 13 7 5 - 5 - 98 16 16 9 16 19 90 8 13 T S S 84.0 16 16 16 . 8 14 8 6 8 19 7 S 9 140.0 13 7 5 5 19 7 4 5 13 7 5 g HOLLOW CONCRETE BLOCK S��atiiiiillaaali�lyiiii -. V4'Ip 1-1/4• 51.0 /, .0 /, / / / 1S 15 15 6 10 10 10 4 7 6 5 3 64.0 �iA��i O�i OVAWA i7M�®E3 %Em7/.rAr ��A/ V2 r Air %/ 4 72.0 �� ,�� 10 10 10 ©��E�j�� ©� /�OM 84.0 �eA� '� 965 ��F a0E 150.0 V WAi a iarhreomf05 'a�AZW WA/M • nt inalaue111 -: ,, ■ nmem�aan r� *� r.; , .1"ra3;l.y; 41.0 12 12 12 93 12 9 - - 12 12 12 8 12 12 12 ©S 10 9 6 64.0 12 12 12 10 8 �� // 12 12 12 6 11 11 11 4 8 4 3 /p / I/ 3 3 72.0 12 12 12 � = 9 9 8 8 /0 12 12 12 - S 10 8 8 6 4 3 6 4 9 840 12 12 12 6 4 / 8 �/ 12 12 12 4 8 4 3 /�/J / 150.0 8 4 3 8 4 8 8 4 3 3 8 4 3 9 8 4 3 3 * 119199N 1 y 51.0 13 13 13 - 9 9 - 6 16 16 16 - 8 11 11 11 / 5 8 7 5 4 ,.„0,_ �!? eIf"i` II 64.0 10 10 10 7 7 4 13 13 13 - 6 9 9 9 4 6 9 3 3 i /odes 3 3 3 72.0 9 9 9 6 5 4 AA4A 12 12 12 5 8 7 5 / 4 6 84.0 8 8 A 5 3 4� /, 5 90 10 10 77 4 3 3 8 150.0 ©ri ori0o�ezvini o a�E onru 15 Ge 3 6 3 4 1 3 31i_tnaetur }fir tT7��cTpppN� T 4 "' Txrp 94 51.0 9 9 9 9 4 6 6 6 %© 4 ©©A% 12 12 12 11 5 8 8 8 - %% / i� �J % © /A, 4 3 3 84.0 7 7 7 3 3 5 5 5/ ,/ 9 A/ �� 9 9 9 4 4 8 8 6 EiE7E7M00�0 VMEI�G %�0.�iEmE1L 7%L ZIW.M 72.0 150.0 E)EIEIMO0 EI 16 % 16 %//. 16 16 %0% 9 18 16 OVAADEN{Ar�i %% 16 %O%' 6 74 12 / /.ffrArre 9 4 16 ®NEEFVFAMMEIPZar47 16 AlA 16 16 %/3N//d/MMEI 9 16 18 16 6 14 / / 12 / /%% 9 1�� TAPC 51.0 8,, '' -�" Lt j y Division pp♦ 4. OEt� 64.0 16 16 16 10 7 15 15 15 5 11 6 4 3 16 16 16 10 7 15 15 15 5 11 6 4 72.0 16 16 16 7 6 13 11 8 4 11 6 4/0 3 16 16 16 7 6 13 11 8 4 11 6 4/4 5 5 Isms 11 6 4 3 11 6 4/ 3 11 6 4 3 11 6 4 3 11 6 4/ 3 11 6 4/ 3 o t7 d« F a LE O 141 g Vj KDezevkh %amor l N license N .'.1 WB 03/13/2006 47:;!1LJ ®® 08 325 sheet 4 of 5 a• ,8 a 2 1 T A 8 L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) POSITIVE DESIGN LOAD (VI) (P.S.P.) MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 90' ABOVE GRADE IINCMESI MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 90' ABOVE GRATE (INCHES) 27.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1" 7' - 0" 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10' - 6" 3 -1/2" 2 -1/8" 12' - 0" 4 -5/8" 3" 40.0 3' - 0" 3 -1/8" 1" 5'- 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10' - 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 00.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" 3 -1/2" 2 -5/8" 80.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 100 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/4" 6' - 0" 3 -1/8" 1 -1/2" 120.0 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" 5' - 0" 3 -1/8" 1 -1/4" 1000 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" ��NN tg� pp LLgg WITH ppi�gg TT�� DESIGN 1. DET INEBMIN. STORM SHUTTERESEPAIRATION FROM T A 1 L 1 STORM PANEL MAX. SPAN SCHEDULE DESIGN LOAD W (P.S.F.) ALL MOUNTING CONDITIONS ANCHOR SPACING 12 IN 0.c. L MAX. IPT -IN) 27.0 12' -0" 30.0 11' -8" 35.0 11' -3" 40.0 10' - 11" 46.0 10' -6" 50.0 10' - 2" 55.0 60.0 65.0 8' - 11" 69.0 75.0 80.0 85.0 90.0 95.0 100,0 6' -0" 110.0 5' - 5" 120.0 130.0 4' -7" 140.0 4' -3" 150.0 TAOl 1 NOTES: 1. TABLE 115 APPLICABLE POR BOTH POSITIVE AND NEGATIVE LOADS. 2. POR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. PRODUCT REVISED cemplOrrg DahOug Cade Thrift AcaPlaagr No0 - - 0 0 - .03 Dah :79[•➢1 2010 BY Obidoa ms 1 'e' 03/13/2006 AS NOTED ® � w 06-325 [ sheet 5 of 5 1 MIAMhBAt� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Atlantic Shutters, Inc. 15421 West Dixie Highway, Bay #23 North Miami Beach, Florida 33162 MIAMI DADE COUNTY, FLORIDA METRO- DADE FL.AGL.ER BUILDING 140 WEST FLAGLER STREET, Sued✓ 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -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 by the Board of Rules and Appeals (BORA) to be used in Miami Dade Co and of areas Division and accepted w d by the Authority Having Jurisdiction (AHJ). �` where allowed by This NOA shall not be valid after the expiration date stated below. The Miami -Dade Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C County � Control have this product or material tested for quality assurance purposes. If ° material reserve f ilto the right in the accepted manner, the manufacturer will incur the expense or theta H fails t° perform in revoke, modify, or suspend the use of such xpense of such testing and the AHJ may immediately revoke, this product or material within their jurisdiction. BORA reserves the right 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 1T VeI Zone of the Florida Building Code. gb Deity Hurricane DESCRIPTION: 0.029" ( min.) Galvanized Steel Storm Panels Shatter APPROVAL DOCUMENT: mowing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel through 5 of 5, prepared by Thornton- Tomaseai Group, ", sheets 1 2005, signed and sealed by V. J. Knezevic P.E. dated December 16, 2�., last revision #1 dated March 11, with the signed of Acceptance h' P.E., bearing the Miami -Dade County Product Control Approval stamp ptane number & approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a following statement: G: Each " permanent label with the manufacturer's name or logo, city, state and the 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 y other purposes shall automatically with any section of this NOA shall be cause for terminate this NOA. Failure to comply termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and by be the done merits ate may be displayed in advertising literature. If any portion of the NO is displayed, then to hall INSPECTION: A copy of this entire VOA shall be provided to the user by the and shall be avail( b1 r n�cp .t the job site Y manufacturer vial J at the request of the Building Offer, This NOA eon s; oftiis page 1 ;e1itence submitted The submitted documentation was reviewed by Helm A. page(s) as , P.E. as approval document mentioned above. Y y Maker, P. 1 0#/07/2.0-05- NOA No 04- 1221.03 Elation Date: 04/07/2010 Approval Date: 04/07/2005 Page 1 Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. 04 -324, titled " 0.029" Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, revision #I domed March 11, 2005, signed ' �� December I6, 2�4, fined acrd sealed by V. J. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.029" Galvanized Steel Storm Panels Shutter, prepared by Construction Testing Corporation, Report No. 04 -015 FBC, dated October 31, 2004, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. 0.029" Galvanized Steel Storm Panels Calculations, Sheets 1 through 58 of 58, by The Thornton- Tomasetti Group, Inc. dated December 16, 2004, signed and sealed by V. J. Knezeve ich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing October 26, 2004 for 0.029" Galvanized Steel Storm Panel, tested 86K dated signed and sealed by Ramesh Patel, P.E. P A.STM E8-93, E -1 Heimy A. Makar, R. E. Product Control Examiner NOA No 04- 1221.03 Expiration Date: 04107/2010 Approval Date: 04107/2045 3 t 1 1.0S" n :. r✓ a )0.024" / SE�,k'NOT w�No. 10 1> , I i-,- r.'a a , 12.12i"L,00VE,RAB 1 3CALEVI " r ,•' S ALE�3 "a1' LABEL LDCATIO 2.00" 1.05" MIN. .062" AX- .062" O~ n1 090" 77" 'o ff+ amjm • 1,00" MIN. r SEE NOTE/ No. 10 6.00 COVERAGE jj�.. 0,332" 1a HALF STORM PANEL SCALE ,3 "o1' -0" 5.�0 MAX, p OANGLE 1 `1 BUILD -OUT F"TRACK �.°,%'Fs TRACK SCALE = 3" 01'-0" �/ SCALE a HALF SIZE SCALE =HALF SIZE .377" MAX," 4;1655" 0.090" (TYP,1 It - -RWAIPAsclEMICIARYNIENE414q 2. p��$T�11p�l R1pAlCmi4 aC�gLT8 A6Li,PAT BS WAS USED IN THE FASTENER ANALYSIS OR Tfi Vi' iA171TS'M 4HHC2�NBdg' �Fp�p €��w�gF�ryR4p�NICVp9pFp�HNIiRO ��D'�H paSFOW R 4, rWu�6IN�D5H4PH��pye A gWiestEApTpT COUNpOQPNT7HgISESHIUl7[R SYSTEM.CLUDE INPORMATION 5. OR TN6 TLOPRIOA AOMWPIS�RATIVE CODESHALL COMPLY WITH CHAPTER 61013 -25 6. D [0 HER'1 lift FOR I1 RIAl M STRUCER Wi[i 7. Qqi r(¢�jPICATIOt t OR RTTIIONS TO THESE APPROVAL DOCUMENTS WILL VOID 3. ��wN ��xOVAAL OCOGOUf1EIN�T�SC? OYt Q�jb4btP>wlt{��]ggnINDPAIR SSIP_CUMENTFS, THE BI ; ►; ?RN + in j ECBP 4Y'T+ 1Wak4ficitPdbRGOR AND 1 ZCN6ARAONPOCtitN eH AefiUACCiri Oliti BWeSZ SRFFAN.! 9. MNMWremARIttAPEgPANANG pHALLIPPERmaraw ABELp ;.4 ;. fLFPRWID 5 6 MlAbll .: }:i`'g1t,�!U`[�Ng:, 7 Aypy'TH{ C 4��p��.N1 pN 7,p� 7� 10. ¢i �j(' „P,Aj{E�{ U eN AOF DO RI11:11 K.1,1, arai 0 11. [AALL {v EXXTTTRRsUUUSIIIONNS $HHAAI.I. 55 g608A3L- �755�A�L{UAMIINNUM ALLOY, U,O.N, '' 4LIH ilbM tBNiILE BTRENaTNHO/ 60 K,B.I'�U�.NZ80 0R 5TAINLE88 BTEE1, WWH N /4 -20 MACHINE /4 -20 MACHINE lx�tRgC7 r i BE EYERS ED) 1,pSC t C4,442" MtY dSU A SCR W D.C./STUD 0a =A 9" TY c 5,00" MAX. 1 AO 3.9." q 1.070, i ml i I i a�- 7�,.N� 000' "i 057' O`1f HEADER O'Um HEADER 38 BUILD -OUT V HEADER SCALE = 3" 0 1' -0" SCALE = 3" 0 T -0" .749" MAX. .188" .440" = -.64a" 25 , 1 813' i t1t t1U11st' 090" MIN. TYP, °' 1 88 ".,;°. "i I (T (dAtMC8ALLOY/ LEG DIRECTION .375" .190 1/4 -20 MACHINE SCREW WITH 7/16" HEX HEAD 452 "LG55" 0.090" (TYP,) IS OPTIONAL BF -TRACK WING NUT 10 "F` ANGLE - TRACK SCALE =HALF SIZE SCALE r HALF SIZE SCALE HALF SIZE 810E PLANUNT „t,.max 500 §322, PANEL SPAN I SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE= 1/4" o 1' - 0" WIDTH UN/MIT D (PERPENDICULAR T0 'C PANEL SPAN l TYPICAL SECTIONS \875' - - -- -KEYIitt A0T7YPE 1 BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE= 1/4" 0 1' - 0" 0 HOLE USED WITH NTS 2, 8 3a) • 125 "0 "0 STUD ANGLE SCALE = 3" m 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. 1/4" MAX. (ql STUD ANGLE �./ SCALE = 3" m T -0" FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 8" 0.5. FOR DESIGN LOADS GRATER THAN 110 P.S.F. tSEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) - ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125" MIN. TO 2" x 5" x 0.123" MAX. TRAP MOUNT CLOSURE DETAIL )PLAN) SCALE, 1 -1/2" 0 1' -0" / OVERLAP WALL BEYOND THAN OR EQUAL TO BUILD -0U7 WINDOW DISTANCE GREATER DISTANCE ( 0 CLOSURE ANGLE REQ'D) 1/4" MAX. ALUM, ANGLE - BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2" x 0.125" MIN. 70 2 "005 "x0.125 "M EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. SAS ON TYPE OF STRUC. EXISTING CONCRETE, HOLLOW 8105K DR WOOD FRAMING, SEE ANCHOR 5CHE0.BA550 ON TYPE OF STRUCTURE — FASTENER @ 12" 0,C. FOR DESIGN LOADS LESS THAN OR EQUAL T0110 P.S.F. & 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P,S.F. 15EE ANCHOR 5CHEO.FOR ANY ACCEPTABLE ANCHOR! BUILD'OUT MOUNT CLOSURE DETAIL SCALE, 1-1/2" m 1/4 MAX. MAX. 1 ---EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL GAM SCALEt 1-1/2" m 1' -0" NCNB TYPE 2 (MAY BE USED WITH ANY COMPONENT) provxda6 ply xObOm floxids BIB,:.• C,' VW ;AMA /5114rat HOLLOWO BLOCK ORES WOOD PRAM N3-7 "c t C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2' EX15TNNS GL AZIN.h -^I SEE MIN. JTORM PANEL SEPARAT,010 ImROM GLAS ?ABLE 2^- REFERENCE CONNE CONNECTION SCHEDULE FOR MAX. SPACING XISTING CONCRETE, HOLLOW BLOCK OR WOOD PRAMING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 01 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING REPFERENNCEOANTCHHOR HOLLOW BLOCK ORE SCHEDULE P0R MAX. W000 FRAMING SPACING STYP. TOP AND SOTTONI. ,C3 /B" MAX, EXISTING GLAZING- SEE M1N, STORM PANEL PROM 0I,ASS TABLE 2 EVERBSEW . 3N AM WALL MOUNT secs 4 KY SCALE, 3" a 1' - 0" DETAIL E (ASS THEW sec.) ANCHOR SCHEDULE PASTENERTYPE CONS BLOCK WOOD 14,1111111 111111111111, 1/4 "B ITW TAPCON EMBEDMENT MIN. 2- 1 /ZOISTAMNCE EDGE 4" N/A 1" 4" N/A 1x1111111.1kala111.kam; I /4 "46 ELCO TEXTRON TAPCON W/ 1 -1/2" MIN. EMBED. IN CONC, OR 1 -1/4" EMBED. IN BLOCK AND g MIN. EDGE DISTANCE 3" 3" N/A TAPCQN WIMAXI -1/6" MIN, EMBEDMENT AND 2" DISTANCED N/A N/A 12" 1 /4 "Ox MIN. 2 -1/2" LONG WOOD LAG SCREW WET. MIN. P 14/4" OR OR PARALLEL D TO W000 GRAIN CEPONCDNNENECTIO TYPE SCHEDULE POR MAX. C2 CONNECDON'TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING - -- SEE MIN, STORM PANEL SEPARATION PROM GLASS 'TABLE 2 1/2" MAX. 130 DIRECTION OBU,LD -OUR MOUNT SECTION H SCALE, 3" . 1' - 0" 4I14 x 3/4" TEK SCREW IP 6" O.C. OR 1/4_20 MACHINE BOLT WITH LOCK NUT tie 6" O.C, EXISTING GLAZING. SEE MIN. STORM PANEL SEPARATION PROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -- XIS TING GLAZING— SEE MEN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER NCHOR 0.0. OR SPACING 00 NOT LOCATE FASTENER IN NARROW PORTION OF KEYHOLE C11 CONNECCRON TYPE SCHEDULE P0R MAX. SPACING c F* TRACE/DIRECT MOUNT SE 5 ON SCALE,3 "e 1' -0" EMBEDMENT THREE 1 /4 "Nx MIN. 4" LONG WOOD LAG SCREWS Do 24" O.C. MAX. WITH 2 -1/4' EMBEDMENT INTO W000 MEMBER 2 "xEt" x1 /B" x CONT, ALUM. ANGLE DR 4" x 1/4" x CONT. 1/2" ALUM, PLAT MAX. 1. 00 CS CONNECTION 4 " ... SPACIN SCHEDULE PO0R M .� r QSCALE, 3" n 1' - 0" 1 /4" 6 THRU BOLTS W/ LOCK NUT @ 12" 0.C. FASTENER, SEE DETAIL @ANCHOR SCHEDULE, P00 MAX. SPACING TW0 2" " x x 1/8" UM ANGLE EXISTING CONCRETE, HOLLOW BLOCK DR WOOD FRAM1NG E "ASS THEW S CTION SCALE,3 "aP -V" G'1IUNO/ROOR MOUNT SECT{ON WOOD ROOF TRUSS OR FRAMING MEMBER SHALL 02 PERPENDICULAR TD THE PANEL PACE EXISTING STUCCO FINISH OR PLYWOOD 60PPIT 1 MAX, (TEEN SCREW o BETWEEN 10 T- S5E5 C1CONNECGONTYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING CEHJN MOUNT / BUILD OUT SECTION SCAL ∎ 3" . 1' - 0" /2 K a EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING -- EMS 0.055" 8063 -TO 2 "x 3 "1 ALUM, TUBE ,TYP. R REFERENCE B SCHEDULE FOR MAX, SPACIN /2" nµ� EXIE*fING GLA213ICI a SEE MIN.' STORP4PANµEL SEPARATION FROM GLASS TABLE (2'.- EXISTING ONCRETEa s a HGL20W BLOCK OR WOOD `FRAMING ---� 7/8" MAX, PUNCH 1/2" x 1" HOLES R ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT • PANEL EN WINGNUTS • FROM NSID INSIDE- 1-1 ®9TYP. Oj Ng du , 1/4 -20 x 1" MACHINE ,I Z SCREW STUD WITH NU 12" 0.C. (CONNEOCTS T w TO ADJACENT PANELI— 5" LONG HANDLE WITH TEK SCREW OR MACHINE SCREW TO PANEL C1CONNECXONTYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ---- I0"x v 9 a x 0.055" 6063 -T8 2 "x 2 "I ALUM. TUBE , TYP. - WAAI,_MOUNT SECTION SCALE∎3 "•1' -0" C4 CONT ECMON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING 1/4 -2D S.S. BOLT & BOLT & WINONUT p 24" MC. (TPYP, 60p6op Npp33TAPI U,E,,L AN60le #LUMB» MAX EXISTING SAY WINDOW 1" OVERLAP 1/4 -20 S.S. BOLT & BOLT & WINONU 24"0C.ICTt7�pY1yP} , QOEN L ENT eAT4EU6 MAX. 1" OVERLAP QTYPICAL CORNER CLOSURE DETAILS IPtAN) SCALES 1 -1/2" ° 1' -0" 3 /8 "W HOLE FOR FASTENING PANEL ROLLOWGBLOCK MAX PANEL MOW = 7'- 4° & MAX. DEMON LOAD m7200 P,S,F.1 1'-1/2" MAX. EXISTING GLAZIN EDGE LINE WALL MOUNTED 5" x 2" x 1/8" x CONT. STUDDED ANGLE (SEE SECTION JI --^-- W�DE2INOTCHES" ITYP. BOTH SIDES( /1 OPTIONAL INTERIOR FASTENING DETAIL OSOMETRIC) 11 N. TS. ed as 60101n81riW ttao CHIT SEE MIN,. STORM PANEL SEPARATION FROM BLASS TABLE 2 Daft 740A6 lYATD7 THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN ENING WITH PANELS IINOST�ALSLC D FROM INSIDE. USE OP HEADER OR "0" HEADER TOP IN MOUNT, Oj INTERIOR FASTENING ANGLE ASSEMBLY SCALEt 1 -1/2" x r -0" TOP MOUNT WIDTH U LI !Tp, (PERPENDICULAR TO PANEL. SPAN TYPICAL SECTIONS a50" / ". TYP7-i�s" • .120" TYP. J ' .100" TYP. 1CON �C EANCHOR SCHEDULE FOR MAX. SPACING CONR�O Q Ca RC R SCHEDULE FOR MAX SPACtNO - -- 1/2" MAX. N. PEG ISIAECTION - 1/4 -20 x 3/4" HEX BOLT AND NUT (it 6" O.C. O Sl VAX mJ l,DoUL mourn SECTION TYP. BOTTOM MOUNT TYPICAI. VERTICAL ELEVATION SCALE, 1/4" x 1' - 0" T4 a•+ 0 �rUn1 C" "_'1r.-^._.. q„ y g MFFFM $Q a , ' g $ w la iii 2�t V. _.. °' -- ....... ` 3r ' S N .g $ 1 L ^ ' a , a a Y ANCHOR Sc EDULE FASTENER MA1tlMUM SPACING UNCN1 REQUUIREDFOR VARIOUS DESIGN LOADS AND SPANS ANCHOR SCHEDULE ASIEN R MAXIMUM SPACING O(ES)119UWR@D FOR VARIOUS DSSlGN LOADS AND SPANS , e , 1Va 7 ? ANCHO TYPE, i LOAD (W) P.S,P, MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3' EDGE DISTANCE ANCHOR TYPE LOAD MIN 3/4" EDGE DISTANCE SPANS UP TO 6' -0' HOTS 1 SPANSrUP TO 8' -8' ME NOTE 1) SPANS UP TO 12' -0" (SSE NOTE 1) SPANS UP TO 6' -0 (SSE NOR 1) SPANS UP TO 8' -8' (488 NOTE SP NS UP TO 12' -0" (SEE NOW 1) (WI P.S.F. MAX. (SEE NOTE SPANS UP TO 6' -0" MHMQ7R 1) SPANS UP TO R' -8' (SEE NOTE 1) SPANS UP TO 12' -0" 2 l$ E NDT61 CONNECTION C7 (SEE NOTE C2 C3 TYPE 3 C4 CS CONNECTION (4HE NOTE C1 C C3 TYPE S) t4 CS CONNECTION C SEE NOTE C2 C9 TYPE 3) C4 C5 CONNECTION C9 (SEE NOTE C2 C3 TYPE a) C4 C5 CONNECTION So C1 C2 NOT'S C3 TYPO 3 C4 CS CONNCCTION C1 (SEE C2 MOTE C31C4 TYPE 9) C5 [[[WWW CONNECTION C7 (8EE t2 Note C9 TYPE 3 C4 5 CONNECTION (SE@ . • C1 C2 CS TYPE : 8) C4 C5 CONNECTION (SEE t1 C2 NOTE C3 TYPE 3 C4 t5 i57.0 rlWe�""WAR /frAWA��-%' lol% - : 16D00 12 10 18 MOMS - WOOD 51.0 181616 10013130 16 7Q 5 a a o a64.o '♦ ',�� /.,rAa r r r. r f09. Z, r �%. m 18 0 , 7 8 �..m _ i 84.0 16 16 B 016 16 D 10 8 Vt^OQ�TCvo�y pDI!x g y- Id" N. E 1, OMONT 72.0 84.0 //:�d� ///jri / j/�`�%%i�/l�..r��r�.�� A�A 0 /rd A0M AO Ard e, 01O 0 . ; 6 7 6 6 m igen Q t2 Q 12 72.0 014 7 m 16 t5 6 8 5 0 16 9 9 a 0 4 T 71'� T c �i 0 84.0 0 16 10 8 11 9 5 0�110.� 8 5 : ii,. 3,1 t ?':,',.:. 750.0 // / V, 1%%.%r�j Y.%/ ,e,,! %/D© 4 6 Q 7 4 150,0 to 00©00 5 01E+i! 8 S A i&t• lltl 9'.a 51.0 92 1a 0® 12 19 O�12 m 92 if tke', \nil; lut \tlltRUt:- *I i +1t" OS likl = pi. V . "7 Ah. ($ f. , a W ' : dtJ' T 510 92 12 11 It 11 4 0 9�f/o 74194 �P�i 5e a.,I' ` p i �. y 111 RN vi...,, +s54.D l2 12 5 12 T 9 7 64.0 12 12 sr 8 8 8 4112 - Pe i g 8 " ^ / M y . 1 72.0 ,84.0 12 12 0 i 0. 5 0 12 l2 5 p 7 72.0 11 11 on 4 6 92 0 1a 7 4 : 9 7 84.0 9 9 0 / 6 401 , a 66 3 4,L . ..it w : , ....50.0 0 0:00 : ©00000 - 7 4 :. 9 7 150.0 6 3 r ��ir7/ Me�A� af/. �� 6 3 3 a ,y � 51.0_ 4.0 16 16 �WYO1Ff:1 r� % %/ N - � j (II4LIY .I iW tm 51.0 DD© - DU 16 6 �D - C�1� Yr �I m�0� rigrimv"),. ii1fJ�!' D 64.0 12 1a B la la 4 ut 10 � V BtQ- A2.0 16 - �%� W�7 j4 : e ti t . }. T }< 72.0 12 ;p 10 7 3 (�s� © : i, 80 � p ��IYY-11, fii A %� m 0 04,0 0®�0 6 4 / RY l ©tjlw `.. ... 1 150.0 a J ll/.R'� ISEI [ 1 0112 �i1 nil ,,. ,, rl`ki : i i `6 15o .D 000%D 10 5 d% 1p�Q% /, iptiPgi`itS,i15'1 „, _ 510 m 000®�r� 8 _8 a�/ . 16 16 16 10 15 15 m ' 0 ANCHOR NOV( 64.0 ' 9 Raj , 7 3 %/ ; 16 16 8 8. 12 12 ' Q rt tavtol�� 0 1177214°44,7 WMEE0. 12.0_ 84.0 - 7 5 ,/9/ 1 8 0 15 6 7 10 I 4 3 3 r- 0 4 6 9 5 4 .,. u L Ili 130.0 0 3 I 3 �n{ 4 9 4 3 '9 ` Era L ppg��p@ �yppQ S PANHL SP11N8 FCR SPECR7C LOADS MUST B8 i1N11T8D TO THOSE 2 7NTNL TTYN O A71 pE 1TSA EON SHUTTER ft /0 srqu,g ESVAeN 6RERIA 'jE¢ppppWTWAEpLE7 5.01p484 p q gig rEXp �N 0pp pC uk� qN O N OR EDUA4 T SHU R SP N 3, SE@ MOUNTING SECTION DETAILS FOR IDENTIFICATION OP CONNECTION TYPE. ggTgg gg ppN��C}��pU�g qy 8 WAWA g ��r LptK pq p p q 4 EXPI371 C5TAtlLTUSLMHEDUtE ORCPRA ANC)iORBTYPEBA EDDONTYPENOP LCHHppppgg qqli,.LL RE 5' RHCOMMMEND TICKS E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND 806E DISTANCE EXCLUDES WALL PINISM OR STUCCO. 7. WHBRRH XtBTI pp 7pU[TURE i 1NO PR !NO W 0D wasp NpITION VARY H 0 , tle THAT PA?THN@T8 A IN (s ApREpAB PRAM N 1ECMEB blip 1"H7. woo: PAS ENiN ci L Wb3D it ACCEABLONLY A 5 > CU 1 Pi CE . 6 T Tu 8, pMH F A LO8EA }y�Dq SI e R ON �R 1jslppPA p�g04 (MI 1RWpA¢gIpINOp$TPg j T' g5 SIT 1A HEA 4.O. sr eATHWR GENE IT LA6 S RE . SHALL HA E PHILLLI AN HEAD OORR X HEA . 9. A NINE gCR WS SHALC HAVE�I�NIAA1PHf1ROPff1 /O2(St�aGI�GHMENT TP TF6tEAOS IN A E 4AgvL lop AND MAY HAVE H A H Alit ®OL 1. U11,, 10. e4 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 11. pE516NATES ANCHpRg y(HIGH ARg REMOVABLE BY REMOVING MACHINE SCREW• NUT UR WA5HER0 WINCiNUT. to ,... rHG am !1.•,.it ,,.; TO - 16 19 16 16 0 ®QQ - m 16 15 : ml 5 9 - p i� 64.0 - - 12 10 00 16 Q 5 la 12 10 5 7 V114"o l p xl HE7 W 14 72.0 Q 9 0 10 4 R 0 i 9 8 6 4 6 5 TAMD1.Jl N .V4'M11J. T �,:. •-. p ,• ' Ua 84.0 160.0 8 6 3 9 m 6 0 : 9 9 ©�� 5 9�� Q© Q . T Q 3 Q Q Q "VJ 028V1Ci1 A .,,:gym r/ .'∎ - IHOLLOW C0NOIETE T��ia11i1 ,7titHUUH111 it... 51.0 ri/.92P00.://%92p0/,%/I�.;8 �' 15014 6 0pQ0, ` Q uro �/PW ��4 `, r/� %j7, II 640 /,'%r/��'rf rgr�f/%/,M%�/,� %�j,� W�00��; 2 12 ®2 5 j //' V4'O �oo11 i -v4" on rr 72.0 84.0 780.0 �„� 0j�,I%59,i�9_, %%%/,l r♦r % / /, ,r�.� ��j��/ ,_ %r/�, Y/.�i :/ %3%CI%/ 10 10 10 4 : !% %� ,/��7�_��jF�/,`�jA,///�4 /J /i /, `f %/; // 9 6 9 3 ^ /�/r/%�� Qn < / - � _ %g% tt spngt ■Hw tuutt +? m 92 12 © 0 0 - ' f.0 m ` ® Q ... + " ..""� !'Q(� 1t mi MINI 11,711? 64.0 7a.0 84.0 180.0 �m �m 12 7S Q�1II �i ��© ,f) f' 04111 MIK If ■l f i 1" .. "� r �� Y /.%��0 D0 ` - f0 VA%/ p ��l 0or nom Oil zHo /1. 043 oi: U 4 %/, © ©I/A ri nu Fla I ((��Er , n `M fl ,, ...L l tlll'i mmmo s ��p%A_�,9��r 0" 0. nez,vr.(r�G, w� m sum ono uNger ` � >i+ u�%7 EIVA♦� U,0�',a /�/ !� ',es %I.IJ %/% %� /ir� ,/.%.� Q 64.0 72.0 is q3 s. 84.0 - l�or4 ' �/r%� %��% // ' o 0 ' �8,. fl'!/.t�%7%041014"Koi %� /.Dif r,.f Q D %%O U. 1Y Y.7r 11t141441144I4114I- Da - 0 ' ,trhuMeir,/.[ 0 IiiWO ®U n U ' 84.0 11 �1r"7�,� /.Ir��r,1i.IP a. n pH 0 TAnCDN J �ITr .666 72.0 0 . . ' / %/ %/ ;/r /'i%�� ' D 3 r��XCa 1 //r/ / ,..16. 64.0 OEl ��r/ V" .0 i +%X0 4 4,e.ior mp oa ,tor.% e:. 150.0 111 %!/,!/. %iy %/. %.1f !%1%%/,k!/ "../M% %0MrA .« . Na - cx �sXr:'s I f.: ;,... ... )3q . .. r L< ... 12/16/2 004 51.0 0011 00 pomp D m -0016 r(ryL��+7 lt:Vw`1_,a)L�"Y!T,_c':T . +v. 64.0 0 10 15®I LooQ !!I a: Q� 01s 1810,7 �Y 4"0 Tt 1A O0T 72.0 . 0 11 f 11R Q - �/ �/ . TA�COB i. h. ®�v0glink. MMMBBB7N, NT 84.0 Isir 0.y >RFi 0 - it 6 ., ` D 0013 6 s r m : 04 324 non li nr�0m : r'. i 00U0 nD 6 . 4 anon o -0,1 4 at 5 i A B 1. 2 -'^rS"T'T.f POSITIVE OEC(CN LC LD W. (I iLIF;1 ' MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE , , DESIGN LOAD (WI ' ' (P,S.P.) MIN. SEP, POR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES( MIN, SEP, POR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES! 0 27.0 , .. ' 3 - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1" 7' - 0" 3 -1/8" 1 -1/4" 8' - 8" 3 -1/8" 1 -1/2" 10'- 6" 3 -1/2" 2 -1/8" 92. - 0,. 4 -5/8" 3" 40.0 `s 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -3/8" 8' - 8" 3 -1/8" 1 -3/4" 10'- 6" 3 -1/2" 2 -3/4" 10' - 11" 4 -5/8" 3" 00.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -1/2" 8' - 8" 3 -1/8" 2 -1/4" 9' - 3" $ -1/2" 2 -5/8" 80.0 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/8" 7' - 0" 3 -1/8" 1 -5/8" 7' - 6" 3 -1/8" 1 -3/4" 100 3' - 0" 3 -1/8" 1" 5' - 0" 3 -1/8" 1 -1/4" 6' - 0" 3 -1/8" 1 -1/2" 120.0 3' - 0" 3 -1/8" 1" r 4' - 0" 3 -1/8" 1 -1/8" 5' - 0" 3 -1/8" 1 -1/4" 9800 3' - 0" 3 -1/8" 1" 4' - 0" 3 -1/8" 1 -1/8" t IMAMS pA(MTNIE14 . g w rM HREp AATO N PR bM T A 8 L E 1 STORM PANEL MAX. SPAN SCHEDULE ALL MOUNTING CONDITIONS DESIGN LOAD ANCHOR W IP.S.P.) SPACING 12 IN o,C, L MAX. (P1 -I10 27.0 12', - 0" 530,0 11' - 8" 35.0 11' - 3" 40.0 10' - 11" 46.0 10' - 6" 50.0 _ 10' - 2" 55.0 9' - 8" 60.0 9' -3" 65.0 8' - 11" 69.0 8' - 8" 75,0 8' - 0" 80,0 7' - 6" 85.0 7' - 0" 90.0 6' - 8" 95.0 6' - 3" 100.0 6' - 0" 110,0 5' - 5" 120,0 5' - 0" 130.0 4' - 7" 140.0 4' - 3" 150,0 4' - 0" Mimosa E{Ql sa 1. TABLE I IS APPLICABLE POR BOTH POSITIVE ANO NEGATIVE L0405. 2.POR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS, I1!ELX�Ak