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WS-10-597BUILDING PERMIT APPLICATION FBC 20 Permit Typ Owner's Name (Fee Simple Titleholder) Owner' Address .360 NE City Ming 1 Sh0 State Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa. e County Miami -Dade FOLIO / PARCEL # 1732067D /9O L) Is Building Historically Designated YES NO X) Contractor's Company Name Ow t1/41 Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ a2 Type of Work: DAddition DAlteration Describe Work: 3h [ t, i 6 11 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 E -mail * * * ** *Fees * ** Permit N. Master Permit lio. OOFING � Ct A Me A$14 evsest,ge zip 3 13 g, Phone # '360 9(, +amid Phone # 3 os — - / Phone # Phone # Zip 3313' APK 0 2010 e - I BY: ..ems 10 Flood Zone ,C State Certificate or Registration No. Certificate of Competency No. Contractor's Address City State Zip Qualifier Name Phone # Square / Linear Footage Of Work: ew) /,j ❑ Repair/Replace ❑ Demolition �J / do 6L eiCJ d ,h 15/4) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Sub 'ttal Fee $ .00 Permit Fee $ //0 be9 CCF $ Notary $ Training/Education Fee $ Scanning $ Q '00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Cal * * * * * * * * * * * * ** * * * * * *, * * * * * * * * * * * * * * * ** Technology Fee $ Bond $ See. Reverse side -* CO /CC $ o .o Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur7/ APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) filey Signature er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ___9___ day of 492..A..., 20 (q by 1 24.A4Itb .i'> t E%N1.4d.,P day of , 20 _, by who is personally known to me or who has produced pi_ ID 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. NOTARY PUBLIC: s`\`� ° ° ° °i, NOTARY PUBLIC• Sign: — . 4 c, o = Sign: Print: = c':v�•o h� `� Print: My Commission Expires: b' ∎ �.� My Commission Expires: 4 %iG 6 Plans Examiner Zoning Engineer Clerk checked NAME: M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCOSURE STATEM T � 1 /K O /'le'ftJ'4 DATE: ADDRESS: 360 I M q(1 S firCt' / �l (cZ/TY SAopei a 3 313 g 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. 5. I understand that, as the owner- builder, I must provide direct onsite supervision of the construction. Initia 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. 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 li «u. numbers on permits and contracts. Initia 4. I understand that I may build or improve a one family or two - family residence 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 bu r substantially improved it for sale or lease, which violates the exemption. IT 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. Initia Initia Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is n t 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 pensation for the employee. I understand that my failure to follow these may subject to serious financial risk. • i ) 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide b 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. 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 Ucensing Board at 850.487.1395 or htta:// www. mvfloridalicense .com/dbpr /orofcilb/ii (�, tml Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am 'e party legally and financially responsible for the proposed construction activity at the following address: Initial 1rll'�, that I Initial 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 retumed 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. 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform have provided on this disclosure. Was acknowledged before me this t day of 4P I 20 te=' B '\o't.ir' 14 (t ` "f tt:51.4) who was personally known to me or who has Produced there License or G t i) as identification. —2L-E__/Q NOTARY U7 WSIO = �i`7 JP � Y DATE U 1.,1PLIAlJCE '.1/ITH ALL FEDERAL 'UL ES AND REGULATIONS pE --4 z • ••• • • • • • • • • • • • • • • • 1 O • ••. ••• • • • • • • • • 8 • e •• • • • • •• ••• •• • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• •• • •• ••• • • • 0•• • • • • • • • • • • • • • • • •• • • • • • • • • • MCMEWM1Pi, i PR 0 2110 B Y: 0 • • ••• • • • ••• •. •• • • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • MIAMI•QADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard Hallandale, Florida 33009 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: Extruded Aluminum Storm Panels Shatter APPROVAL DOCUMENT: Drawing No. 94-51, titled " Extruded Aluminum Storm Panel Details ", sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, dated July 7, 1994, last revision #L dated January 27, 2009, signed and sealed by Humayoun Farooq, 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 4fthe9tj.ktjng Oi4lcial. • •. This & NOA as well as a document mentioned and above consists of this pag$1. • Vicienpeiu tted pages E -1, E -2, The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. ••• • • • • ••• . • • • • • • ••• • •••• • . •. . • • • • •• . • • •.• 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 -A; NOA No. 08- 0908.12 ; 1&pirion Hate: 09/1612014 / • • • • Ntpravil /ate: 02/25/2009 2 g oy • Page 1 •. •. • • . •. ..•• 0 • Rolladen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 97 -072L02 A. DRAWINGS: 1. Drawing No. 94 -51, Rolladen, Inc., "Storm Panel Details", Sheets I through 4 of 4, prepared by Al- Farooq Corporation, dated July 7, 1994, with Revision No. D, dated April 4, 1995, signed and sealed by Humayoun Farooq, P.E. B. TESTS: 1. Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 145 "panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI -95 -430, dated March 15, 1995, signed and sealed by Hector M. Medina, P.E. 2. Test report on Large Missile Impact Test, per PA 201 -94, of extruded aluminum storm panels, (50" x 131" panel) prepared by Hurricane Engineering & Testing Inc., Report No. HETI- 94 -367i, dated December 1, 1994, signed and sealed by Hector M. Medina, P.E. 3. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, Samples I, II and N, (39" x 96.5') and Sample III, (39" x 919 prepared by Hurricane Engineering & Testing Inc., Report No. HETI -94 -146, dated June 14, 1994, signed and sealed by Arshad Viqar, P.E. 4. Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (40" x 97"), prepared by Hurricane Engineering & Testing Inc., Report No: HETI-94-338, dated October 14, signed and sealed by Hector M. Medina, P.E. 5. Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (39" x 96.5"), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -144, dated June 13, 1994, signed and sealed by Arshad Vigar, P.E. 6. Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, Sample I, (39 3/8" x 108 "); Sample II, (50" x 131'9; and Sample HI, (97" x 170'9; prepared by Hurricane Engineering & Testing Inc., Report No: HETI -94 -367, dated November 9, 1994, signed and sealed by Hector M. Medina, P.E. C. CALCULATIONS: 1. Comparative analysis and anchor calculations, Pages D1, RI R14, S1 -S4, 41- A17, G1 -G10 & API AP11, prepared by Al- Farooq Corporation, dated December 21, 1994, signed and sealed by Humayoun Farooq, P.E. E -1 • •• ••• • • • • • •• • • ••• • •. • • /77 Y A. , P.E., M.S. oduct Control Examiner • • • • NOA No. 08- 0908,12 ESpiiattea Dew 09/16!2014 • Approval Dater. 02/25/2009 • ••• • • • • • • •• • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• •• Rol laden, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATION: I. Certified Inspection Report from mill, prepared by the William L. Bonnell Co., dated July 18, 1994, for aluminum alloy 6063 -T6. 2. Certified Tensile Test Report No. HETI- 94 -T11, prepared by Hurricane Engineering & Testing Inc., dated July 29, 1994. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 00- 0609.07 A. DRAWINGS • 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter by Al- Farooq Corporation, dated March 9, 2000, signed and sealed by Humayoun Farooq, P.E., certifying that he is still in the engineering business. 2. Letter by Rolladen, Inc., dated May 22, 2000, signed by Terry D. Low, certifying that no changes or alterations have been made to the Product Approval #94- 1230.03. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0527.01 A. DRAWINGS: 1. Drawing No. 94 -51, titled " Storm Panel Details ' , sheets 1 through 4 of 4, prepared by Al- Farooq Corporation, dated July 7, 1994, last revision #H dated August 28, 2003, signed and sealed by Humayoun Farooq, P.E. on August 29, 2003. B. TESTS: 1. None. C. CALCULATIONS: 1. Anchor calculations, 40 Pages, prepared by Al- Farooq Corporation, dated April 18, 2003, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Cojtpliance d ice. f7• *"‘ elmy akar, P.E., M.S. Product Control Examiner • • • • • . • • • 01OA No. 08- 0908.12 • • • • • • ; • _ )4iratLo•Datei 09/16/2014 • • • • • • . - -! CDatei 02/25/2009 E -2 • •• • • • • • • • •• • ••• • • • •• • • ••. • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Rolladen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06- 0818.01 A. DRAWINGS: 1. Drawing No. 94 -51, titled " Extruded Aluminum Storm Panel Details ' , sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated July 7, 1994, last revision #J dated November 28, 2006, signed and sealed by Humayoun Farooq, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Anchor calculations, 79 Pages, prepared by Al Farooq Corporation, dated June 28, 2006, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08- 0313.09 A. DRAWINGS: 1. None. B. TESTS: 1. None. C. CALCULATIONS: 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 • • • •g•• • • ••• • • • • • • • • • • • • • •• •• 000 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • 00 •• • . • y A.1VYakar, P.E., M.S. Product Control Examiner • • • NOA D1o. 08- 0908.12 • • • •Espira� ton Mato: 09 /16/2014 • • •• • • • • • • • • • . • • • Approval TI*. 02R5/2009 • • •• • • Rolladen. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMIT 'ED A. DRAWINGS: 1. Drawing No. 94 -51, titled " Extruded Aluminum Storm Panel Details ' , sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, dated July 7, 1994, last revision #L dated January 27, 2009, signed and sealed by Humayoun Farooq, P.E , on January 28, 2009. B. TESTS: 1. Test report on Uniform Static Air Pressure Test, per PA 202 -94, of extruded aluminum storm panels, (521/4 "x 150 7/8'), prepared by Hurricane Engineering & Testing Inc., Report No: HETI -08 -2110, dated April 30, 2008, signed and sealed by Candido F. Font, P.E. 2. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test, per PA 201 -94 and PA 203 -94, of extruded aluminum storm panels, (521/4 "x 150 7/8 "), prepared by Hurricane Engineering & Testing Inc., Report No. HETI -08 -2111, dated April 30, 2008, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS: 1. Anchor calculations, Pages A -1 through A -22, AP-1 through AP-17, C -1 through C-21, prepared by Al- Farooq Corporation, dated August 26, 2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. Certified Tensile Test Report No. HETI- 08 -T123, prepared by Hurricane Engineering & Testing Inc., dated May 30, 2008, signed and sealed by Candido F. Font, P.E. • • • • • • • .• • • • • • • • • • • • •.•• • • • • • • • • • • • • .. •• • • • •• • ••• • • • ••• • A. Maker, P.E., M.S. Product Control Examiner • • • • • • • •NOA No. 08- 0908.12 • • : • . • . 6. 09/16/2014 • • • • • • • • • Approval Dwtd: 02/25/2009 E -4 • • MINIMUM SEPARATION FROM GLASS INSTALUTIIONS ABOVE 30' OF GRADE SEPARATION FOR INSTALLATIONS UPTO 30 FT. OF GRADE DUE TG LARGE MISSILE IMPACT SHUTTER SPAN s 14 IN. DESIGN LOAD Pd m PSF FACTOR s K + Pd/100 .4 READING FROM SPAN DEFLECTION CURVE - D . M. DEFLECTION AT Pd . KAD o M. MIN. SEPARATION RECD. = KNOW a IN. PANEL PTO PAN SPAN U SEPARATION 86 -1/2' 2 -1/4' 3 -3/4' 131' 150 4' FOR ABOVE GRADE USE MAXIMUM OF WIND LOAD OR IMPACT LOAD FOR MSTALU010N5 ABOVE 30' OF .GRADE IGNORE LARGE MISSILE IMPACT REQUIREMENT. NOM NO PAID or WATER DOLL BE UNDER 30' A90 2 GRADE TO TIME IARBE M64AE sew 2000 0.IDIT. ••••• • ID •••9••l, • •• . • • • •• • •• ••j • m • • •y 60 7 0••x• •••. • EXTRUDED P,AN (RCN 59 A) ALUMINUM .088 9093 -T6 PANEL PERFORMANCE CHART _ L - ARii�r 1 �A w =i �Nl1(,iI„l • • I • • Fib M ww��wwQn�s�Yw► I11W11604•11'IfAIX713111111• w■rP9Pr4wcaM.awwWIIII■ w��In mammal I .1 41111•111111■ 111110111MINII TYMw� MAXIMUM DEFLECTAR4 9PAN/98 AT NEGATIVE LOAD BPAN/8D OR 2' AT POSITIVE LOAD 94 -BLPPC WYE 7 . 5 AR 4 H SS • •• FOR INSTALLATION DETAILS SD: SLEETS 2 THRU 4.1 130 140 1.60 USE•FLIPERFORMANC EI• F•CTIART1G VERIFY PANEL CAPACITY FOR•THE RECUT ED DESIGN LOAD FOR THE PARTICULAR LOCATION. USE SPAR tIfiTEGTTON CHART TO CALCULATE SEPARATION FROM GLASS. ..C,M0 MOUNT' HEADER 6063 -T6 r. .125 DEFLECTION CURVE AT 100 PSF WAI I MOUNT HEADER 8063 -76 141114 PAMR. 2.011. • COM .W1 OVLECT208 GIAVE FM rearm LOADS ONLY F00 LOAN 0TPC0 R•N 100 OW 9.6DOL9 14 -ROW 4 • 69 80 72 80 90 100 110 120 130 140 165 OLAT STAN - 2NGMC0 .125 PRODUCT MARKMG A LABEL SMALL BE AFFIXED AT BOTTOM OF EACH PANEL WITH THE FOLLOWING STATEMENT. RO pp�E, L E INUM S N PANEI. FL 'MOO -DADE COUNTY PRODUCT CONTROL APPROVED' 2.000 --W , I 1 25 TM 2 X 3 X 1/8' 2 X 4 X 1/8` BUILT —OUT ANGLES 8083 -76 r -.125 2.000 1 -4 2.000 co I ANGI F 6083 -76 F' TRACK GENERAL NOTES L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (MR2). 2. DESIGN CRITERIA FOR ALUMINADA, MINIMUM MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WM4 THE ALUMINUM CONSTRUCTION MANUAL' LATEST E01TI004. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN 4, STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALT. BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. N0. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL DE AS SHOWN 014 OEtA4S. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL, ALUMINUM ALLOY 2024 -74 OR 7075 -T6, OR PLATED STEEL WING NUTS TO BE OF ZINC ALLOY. 7 . DESIGN CRITERIA FOR PANELS: MAX DEFLECTION s 1 / 3 0 FOR NEGATIVE LOAD AND THE LESSER OF I/30 OR 2' FOR POSITIVE LOAD. B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN 04 THESE DETAILS ARE NOT PART OF mos APPROVAL 9. A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED M DESIGN OF ANCHORS INTO WOOD LINLY. 10. MATEWA45 INCLUDING BUT NOT UIOTD TO STEELP ETII SCREWS, THAT ONE OTTO CONTACT WITH OMER D64601AR MATERIALS SMLL MEET THE R EQUDIFME 1S OF 2004/2207 FLORIDA BLDG. CCM SECTION 2003.0.4. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7- 02/04. z 0 O O M m g 2 0 ig1 FI 13 4 FT .t; drawing 11o. 94 -51 (sheet I: of p • • • • • • • •••1 •• ( 1741 a y. s tir •;115W1.1 MIEMIllril MN =MO ISIPM 1111=111111111=11 rMWosao w[�rarse�sa • • • • • • • • • • • • •• •• f Bi►4•Pf1♦/Claa NI S.=•vlatil•a L1A=11111at'IN • Ed ••I •• • 1 ••.•• — •• • • • •• • • • • • • • •••• • • • • •••• NAL MOUNTS SECT1ON A -A I/4" STUDS W/ O NUT & WASHER • 5-1/4' O.C. TYPICAL ALUM. ANGLE 2 X 2 X 1 /B' FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 5. FOR WOOD INSTALLATIONS SEE SHEET 4 OF 5. SEPAARATTSEN SEE CHART ON SHEET 1 -- --- o t4M NW io MIME MONINWOMIINIUIN MIU>rao=Ma Ed - TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) WOOD - 5d FOR LESSER EDGE DISTANCES SEE SHEET 5 OF 5. INSIDE MOUNTS ai SECTION 0 -R ANCHORS: EMBEDMENT & EDGE 1 DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (sTuccO. 1TLES. ETC.) HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATIONS. 81 1 D C B A A NAX. SPAN TYPICA ELEVATION PANELS CAN BE INSTALLED VERTICALLY OR HORIZONTALLY USING APPLICABLE ANCHORING DETAILS. A B C D END CLOSURE ANGLE REGD. ONLY ON BUILT —OUT CONDITION SEE DETAIL A. SHT. 3 SEE GRAPH PRODUCT UMW eomptslag NOl NO Math• adding Code &emplanes No Mato (sheet 2 of 5 ) • • • • • •••d • • • • • • • • 9)•trorionk dA taIIII90>••1•dd L4lIOS•1•d 1111 14odAK1 • • • op •Ed • 4 SJ1 numacwomenscri ramomersmlo2 wi1•II e- rir.lTad t41••C1117F1Rd alil•d9l171bdfad MET RUILT —OUT CONDITION FRIMIErro 1757 tIII0`1Add 81:M1i1•i10dd 11[aM 101>Faldd �QOO° 2 X 3 X 1/8" 2 X 4 X 1/8' 2 A 1/B' 6083 -T6 • • • • • • • •••• • • 2X3X.ti/, • 2X41 xt� ! f - 2 X 5Y ALUM • 6083 G• • • • • •••• • • • • • 1' • • SECTION C -0 ut-1 10CMCM �r� ° s ti ed ° t?I�91�s�ld t>•O11=1•dIIIIIF>• }14 SMS OR 1/4"-20 X 1/2' BOLT W/ HUT AT 9 -1/2' O.C. UPTO 115 PSF AND 8' 0.0. ABOVE 115 PSF ALUM. ANGLE 2 X 2 X 1/8' #14 SMS OR 1/4' -20 X 1/2' BOLT W/ NUT AT 9 -1/2' 0.0. UPTO 113 PSF AND 8' O.C. ABOVE 11S PSI: / ∎X1111:11O0t711 ad 011M011:101,110011011:0101101 H12110:11 tl'EJ1l11001;1EI[MI00 O!>•iJESIOOl17[sJOQ I<�oO0t id 'II 11► / /IIG' / /i// // 1 NM DOMING 2 W00 TRUSSES • MIN. 214 MEMBERS MIN. 5.0. - 0.55 HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 10r MAX. DESIGN LOAD 58 PSF FOR SHUTTER know OF 96 MAX. DESIGN LQAD - 65 PSF FOR SHUTTER HEIGHT OF 84" MAX. DESIGN LOAD x. 75 PSF FOR SHUTTER HEIGHT OF 72' MAX. DESIGN LOAD - 87 PSF CONC. 44 woop METAL 1/4' K81K -FLEX SCREWS • 2' FROM ENDS AND 3-1/2" 0.0. 3/4' 2 x 3 x 1/8' 2 x 4 x 1/ ALIBI ANGLES 1/4' THRU BOLT 8/ WASHER & NUT AT 4-1/4' 0.0. COUNTER TOP CONDMON (PASS THRU WINDOW) MAX SHUTTER HEIGHT . 6 FT. ,ENO CAP BUII T —OUT CONDITION S AI L LIK EnW: OR. !SWAMIS MOOD STRUCTURES ►u PE 116557 CAN. MU 2 8 2009 1 X 2 X 1/8' 2 X 2 X 1/8' 2 X 3 X 1/8' ALUM. ANGLE FOR END CAP REDO. ONLY BUILT -OUT CONDITION 1/4" BOLT W/ WASHER & NUT AT 24" 0.C. 1/4" ANCHORS • 24' 0.0. 1 X 2 X 1 /8' 2 X 2 X 1/8' 2 X 3 X 1/8' ALUM. ANGLE FOR END CAP MOD. ONLY BUILT -OUT CONDRXIN ▪ � itaida Bal dly* Code Dale p S 1 r drawing no. 94 -51 1 (sheet 3 of $J APEI43P WPE ..1.1ii Mit,11.01MUCAMMi 7.;nrrinTirnicxRnei lril&INNOillrlIMMNIIIM- 111111111MIXIIICENOM MEINICMILEI INEIIMIEN1011 s MI:EMI/11=MM= 111111EBREZENCIONLIMUKINCIINCE MUMINCIMOINERINCIIMINC•11711:• NICIMECNCENOMIERE:MICEMEZIWEll • • • • • • • • • •• • • 1/4500 X 3/4' BOLTS WING NUT • • • • z114.0 11;1/4 O.C. TYP. ••••■• • • • • • • • • • • • • • • • • • • • . • r TR.aCK INSTASATION • • • oar MAX. DESIGN LOADS 10 ±70 PSF UMW UAL SHUTTER HECHT TO 110 INCHES rxexiir CONT. ALUM TUBE TV/ (3) 1/4" 0 X de TAPCONS 0 EACH STUD 0/ r MIN PENETRATION IWO DUSTING STUD INSTALLATION DETAIN ON 105511NG WOOD STUDS au, vow FOR SHUTTER HMI OF ur NM DESIGN LOAD 52 PSF FOR SHUTTER HEIGHT OF lor MAX. DESIGN LOAD 58 PSF FOR SHUTTER HEIGHT OF 88" MAX DESIGN LOAD 85 PSF FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD 75 PSF FASTENERS AS PER SCHEDULES W/ 1-1/2 MIN. PENETRATION TO COSTING WOOD HEADER 2 X 3 X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8° ALUM ANGLE 2" X 8' CONT. 111/ (3) 1/4' 0 X 5" TAPCONS 0 EACH STUD 0/ r WN PENETRATION INTO COSTING STUD ABOVE DETAILS SHOWS CONNECTION OF 258 BUCK & 1X4 ALUM TUBE TO W000 STUDS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. FOR INSTALLATION DETAILS OF HEADER/S/LL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 2 la a Oq" (shoot 4 of 5 ) •••• • • • • • • • • •••• • • • • •••• • • 3 • 48 • • 3 ' ANCHOR MACE ANCHOR CHART 1 94 -6141 a 40 60 80 100 120 148 168 SLAT 'PAN - INCHES MEW MINIM IIMUMMEMEMMEM ■EEEM■E■M■E■ RIMMEMMIEMMI MEMO ■E■■EEME ■ EMO ME■■M■M ■IEMMO■■■M■■■ MMWMEMINICOMM ■■ i ■n■su■ ■■■ MEW■■EMAMWM■ MMWPMEMMOMME NIKIMMOMENOWCM malmammoymmill ■EE■■■. MPRNE ANCHOR CHART 6 94-6146 60 •• •••• 100 SPAN - • • •• 40 160 • • PAM SPACING IN MASONRY CHARM ON TYPICAL EDGE DISTANCE a /Sd. FOR LESSER DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DOT. 12d=3' 105.2 -1/2' • 8d=2' 8d =1 -1/2' 54.0-1/4* FACTOR , 1.00 , 0.88 , 0.71 , 0.57 0.50 EX AMPLE: FOR r EDGE DIST. SPACING = 9' 0.0. (FROM CHART) FOR 2' EDGE DIST. SPACING = 9 X .71 = 8.3 O.C. TYPICAL EDGE DISTANCE IN WOOD = 3(4' TYPICAL END DISTANCE IN W000 - 1 NO REDUCTION FACTOR LS REQUIRED to 40 to 3 -1 48 (ANCHOR CHART 2 94 -6142 OR SFR 68 80 100 128 SLAT SPAN - INCHES ■ ■\EM\■ UMMEMMIMM— MVERWOMMI l■ \■1■111■111. ■■■■11111n ■■■■- -14-►_ SPACE 'ANCHOR CHART 6 94 -8146 62 SLAT SPAN - IN6:11ES 00 190 120 I40 162 140 160 40 68 BB 108 120 149 160 40 SLAT SPAN - INCHES m am B 3 Y ANCHOR CHART 3 94 - 6141 ANCHOR CHART 7 94 -6167 SP 40 60 80 100 120 140 168 SLAT SPAN - INCHES 0 a a USE CHARTS 1 'MU 7 TO VERIFY ANCHOR REQUIREMENTS AND STRESS UMITATKINS OF 1 LOAD /SPAN COMBINATIONS FOR HEADER AND SILL. ANCHOR CHART 4 94-6144 62 82 120 122 140 160 SLAT SPAN - INCHES TYPICAL ANCHORS; ANCHOR® _ )44. 01. 11LTWdbW (BY 0100) 1 -3/4' EMBEDMENT INTO 3000 PSI CONC. 1 -1/4' EMBEDMENT INTO C -90 BLOCK ANCHOR® = 1/4 09. KWIKCCN U (BY HILT') 1 -3/4 EMBEDMENT INTO 3000 PSI CONC. 1 -1/4' EMBEDMENT INTO C-90 BLOCK ANCHOR© _ 1/4' ZAMAK NAY Q 1' EMBED. INTO 3000 PSI CONC. OR BLOCK ANCHOR® = t/4 RAWL CAUL —R( TOTAL ANCHOR BODY IMO 3000 PSI CONC. OR C -90 BLOCK ANCHOR° = 1/4' DU. IATi SCREWS 1 -1/2' MIN PENETRATION INTO WOOD(S.0. -0.55) ANCHOR® _ ]/4• KW1K— FY 5512 11 0 =E9_1c INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' MN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO. TOES. ETC.) E rtyr: b16 STRUCTURES FARtlOQ RC 36787 N282009 Pol sheet 5of p