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WS-08-2091Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: May 21, 2009 Inspector: Bruhn, Norman Owner: WILLIAMS, MARIE Job Address: 297 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060134290 Building Department Comments et- \�,y< Passed e 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- 109485. CREATED AS REINSPECTION FOR INSP- 109098. CREATED AS REINSPECTION FOR INSP- 101348. PLEASE MAKE THIS INSPECTION BETWEEN 11 -12 OWNER IS AT WORK AND WILL BE AT HOME AT THAT TIME Missing anchors NB Wrong size anchors. NB 5 -14 -09 ■e_.. nn nnnn An .-ZnA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 I' e� 14 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing PC 0 P .118 snn�Permit No. Master Permit No. Owner's Name (Fee Simple Titleholder) rn O V i 1° -t m W t Ut 'vtS Phone # Owner's Address a--41 k) City ryyk c3vwk..51c101reS Tenant/Lessee Name Phone # 301--- 4615 - State F toll l (1Q� Zip 3 Job Address (where the work is being done) c ,gri CIE 619 t 3E . City Miami Shores Village County Miami -Dade Zip �J 1 FOLIO / PARCEL # Is Building Historically Designated YES NO K Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2.. 00- 300 Square / Linear Footage Of Work: Type of Work: DAddition ❑Alteration Describe Work: Tew Repair/Replace ❑ Demolition : :ka::...a:.a:......... ............. Fees.... ..a:............ .......a: ................ sin $3o_ c stamina Fee Permit Fee $ 4i e7-- CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -* CO /CC 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. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this ) The foregoing instrument was acknowledged before me this day of ‘,1),.„. 20 Orrby l44Ai' —e ) , day of who is personally known to me or who has produced who is personally known to me or who has produced As de ification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Contractor ,20_,by Sign: Print: My Commission es: * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) *: '14. . MY COMMISSION # Co 705074 Sign: Print: My Commission Expires: ******************* ***** * *** *** ****** * ** * ** **** *** !0G'7- c Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: r\r) (' i(l f V'Yl ( < < a fM s DATE: 12 - 2 -DB ADDRESS: c0t -I k) F -1 Ili 5, im (a f t Shore Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as it contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial v-Yl V „,AD 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial. V 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial VVl 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial YYA V-up 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial Y'Y-'t 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial (� 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this °,' oub day of bc< , 20 0 r" By Y1/1 A0--t E � c . l.� t / t ' 1 ' ' who was personally known to me or who has Produced there License or OWNER ,s identification. ,a'� OTARY Y''44 STUART A. UPSON /11 MY COMMISSION # DD 705074 41 EXPIRES: August 20, 2011 • Bonded no Notary Pty Undwwrters V3 _ .mss BY:. - WINDOWS/DOORS/SHUTTERS WIND LOAD CALCULATIONS Please fill in the information requested: ADDRESS OF HOME 29 me q t'el 5ire et) HIGHEST POINT OF ROOF T EAVE HEIGHT OF ROOF BUILDING WIDTH BUILDING LENGTH \ •••• • • • • • •• • • • • • • •• • The site specific plan must show the'distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height 1' — 15' 15' -20' 20' — 25' - 73.2 *Zone 5 is any opening within the corner distance from any comer. *Corner distance is .4 x mean roof height or .10 x width , but not less than 3' PERMIT #:(9�1 ),,,YX- Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Miami Shores Building Department Product Approval Schedule / Comparison Chart . Address: j9 k7 Ayi of to Permit No. 0 . . in Description of Window Product Acce . • , ce Product A .. royal Op - Design Rough o . -nin c Shutter Re aired Mullion Required Impact or i oor or 'u on 'umber 1 -: go ressure ' ressure -`es o es '-o es o > .r a-Ant!L_ it +) PSF ( PSF (+ PSF (- PSF / r xa'6 '3 a/.. Ur 5' exh2.1 _6 r 4' 0 e-2) 'f -5 .3 X .., - 'es- rt/o i4/0 .. •_•• • • • • •• e • • 1 • • • y • • • • ■ ..• • •• ... _• • • . • • • • _ • •e• •.. • • • • • • • • • • • _ • • • _ • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • a • • • • •• •• • • • •• •• 000 • • • ••• • • O t,c.i.. • • • • • • • • •• • • • • • • • ••• •• • •••• • ••• •••• • • h • • • ••• •••• • • • •••• •••■ • • •••• ••rjo es-TNI • •••• • • • • W® • • •• • • • • •••• • • • • • • •• • • • • • • J V Vo g.21� 036 t Kos ®o�t- L4" «c " • • • • • • • ••••• • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • NOTICE OF: ACCEPTANCE (NOA) t!F t:WholesulcAnc. 7110 Coral Wes.. Milllfj, FL 3 155.. This KOA lapilli Issued under the applicable rules and regulations governing the use of construction materials. Theolliwinentation submitted has been reviewed by Miami -Dade County Product Control Division takacc eptedI f the:Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas Whettealloweedity the Authority Having Jurisdiction (AHJ). iS %OA shall net be valid after the expiration date stated below. The Miami -Dade County Product Control IJivts*ion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Condoor" Outswing Glazed Wood Door with & without Sidelites — N.T. APPROVAL DOCUMENT: Drawing No. W08 -35, titled "Outswing Wood Patio Door (N.I.) ", sheets 1 through 8 of 8, dated 04/04/08 with revision A dated 05/16/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade. . ov/buildingcode NOA No. 08- 0422.08 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 Page 1 • 1 • • • • • • • • ` . : ' ufacturer's die drawings and sections. • • • 2. • • ��awing No W08 -35, Sheets 1 through 8 of 8, titled "Out -Swing Wood Patio Door • • •••• • "(NI)", dated 04/04/08 with revision A dated 05/16/08, prepared by Al- Farooq • • • • • • • Corporation, signed and sealed by Humayoun Farooq, P.E. F.P.G. Wholesale Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '1r,• • • DRAWINGS • • B.•••• TESTS*., • . • ...• • 1. :•;Pelt 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 outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -07 -4174, dated 11/15/07, signed and sealed by Candido F. Font, 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 outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -07 -4175, dated 11/15/07, signed and sealed by Candido F. Font, P.E. 3. 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 outswing wood French doors w /sidelites, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -07 -4176, dated 11/15/07, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 4/3/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Manue Perez, Product Control Exa NOA No. 0 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 F.P.G. Wholesale Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • E. MATFRJA. CERTIFICATIONS • • ` • `t. `Ndkte. •• • • • • F. • • • 'STATEMENTS • • ••••1. ` Statement letter of conformance, dated April 3, 2008, signed and sealed by Humayoun • ai, P.E. • . •••2 • S'tafdment letter of no financial interest, dated April 3, 2008, signed and sealed by •••• ; Humayoun Farooq, P.E. • • • `••••i. .Test•Proposal issued by Building Code Compliance Office, Product Control Division, • • • • • • ' date 5/24/06, signed by Jaime Gascon, P.E. • • •• G. OTHER 1. None. E -2 Manuel Pe Product Control E n-r NOA No. 0 ' .08 Expiration Date: June 19, 2013 Approval Date: June 19, 2008 7" MAX. HEAD /SILL BOLT LENGTHS _ 96° LEAF HT. = 42" LONG 84" LEAF HT. = 30" LONG 80" LEAF HT. = 26" LONG 22 1/8" 5" MAX. HEAD /SILL CORNERS FALSE MUNTINS MAY BE USED • • • •• • • •• • • • • ••1• • • ••• FRAME WIDTH OUT -SWING WOOD PATIO DOOR APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE UTES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. 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 (HVHZ). WOOD 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. kal in 8 150 1/2" MAX. FRAME WIDTH TYPICAiL ELEVATIONS DOORS /SIDELITES NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MEET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. INSULATING GLASS MONOLITHIC GLASS SOLID WOOD INSERTS NON IMPACT v.r • 0 0 -SWING WOOD 0 • 0 z. O� 0 U c i rdrawing no. W08 --35 (sheet 1 of 8 ,SINGLE LEAF 4X,OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF / WIDTH (W) GLAZING TYPES LEAF WIDTH LEAF HEIGHT V. V. '0 OR 'E' FT. /IN. FT. /IN. ©(T ( +) INT. ( -) 2/0 72.9 2/6 / 60.0 72.9 \ / 72.9 3/2 2.9 3/0 / 2/0 60.0 72.9 • V2 7/0 60.0 69.5 60.0 72.9 . ` • . Z/0 . . 60.0 69.5 �• ••Q /6 • �••� 7/0 60.0 69.5 •• 3/0 ••1.••• 3/0 60.0 69.5 • 3/2 •••••• 60.0 60.0 60.0 68.5 '....2/0 • •..••• 60.0 60.0 •••• 2/6 •••••• 8/0 60.0 60.0 •..3/0 •••••• 60.0 60.0 • 3/2 :i :••: 60.0 60.0 NdfE: • • • . • • bl..AbS CAI5ACMES ARE WED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SILICONE BEAD 1/8" TEMP. GLASS 1/2" AIR SPACE 1/8" TEMP. GLASS 60 X 1 -3/4' LONG BRAD NAILS i 1" FROM ENDS 3 &3 "0.C.MAX. GLAZING TYPE 'H' 3/4' THICKNESS NOMINAL ACRYUC LEAF WIDTH ■ SIUCONE BEAD 1/8" TEMP. GLASS 1/8' AIR SPACE DSB ANN. DECORATIVE GLASS 1/8" AIR SPACE 1/8" TEMP. GLASS 60 X 1 -3/4" LONG BRAD NAILS 1" FROM ENDS & 3' 0.C. MAX LEAF WIDTH LEAF WIDTH XX GLAZING TYPE 'C' 11/16" THICKNESS NOMINAL ACRYUC STATIONARY PANEL (0) OR DOORS WITH stomas DESIGN LOAD CAPACITY - PSF / WIDTH (W) LEAF HEIGHT \ ; INCHES \ FACT. ( +) 4 2/0 / \ 72.9 2/6 / 60.0 72.9 \ / 72.9 3/2 \ 60.0 / 2/0 `J 69.5 XX GLAZING TYPE 'C' 11/16" THICKNESS NOMINAL ACRYUC STATIONARY PANEL (0) OR DOORS WITH stomas DESIGN LOAD CAPACITY - PSF GLAZING TYPES WIDTH (W) LEAF HEIGHT '8'. V. 0' OR 'E' INCHES FT. /IN. FACT. ( +) TNT ( -) 2/0 60.0 72.9 2/6 6/8 60.0 72.9 3/0 60.0 72.9 3/2 60.0 72.9 2/0 60.0 69.5 2/6 7/0 60.0 69.5 3/0 60.0 69.5 3/2 60.0 69.5 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 3/2 60.0 60.0 z X SWCONE BEAD WIDTH W1 W2 IN1 r- 1- ( WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 1 -5/16" RAISED PANEL SOUD MAHOGANY OR LAMINATED WOOD 3/4' MIN. GLAZING TYPE 'D' 11/16" THICKNESS NOMINAL GLAZING OPTIONS MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. 6D X 1 -3/4" LONG BRAD NAILS 1' FROM ENDS & 3' 0.C. MAX. GLAZING TYPE 'E' 11/16" THICKNESS NOMINAL Ertgr: DR. HUMAYOUN (ARMCO STRUCTURES FE CA # 16557 8 WI a ?ti0li to rn 40 if TA re S del O N •() LJ 10 q0 a� 1 tsfy4 drawing no. W08-35 / \ \� \s / / iI W1 W2 IN1 r- 1- ( WIDTH (W) = W1 + W2 (FOR DOORS WITH SIDEUTES) 2 1 -5/16" RAISED PANEL SOUD MAHOGANY OR LAMINATED WOOD 3/4' MIN. GLAZING TYPE 'D' 11/16" THICKNESS NOMINAL GLAZING OPTIONS MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. 6D X 1 -3/4" LONG BRAD NAILS 1' FROM ENDS & 3' 0.C. MAX. GLAZING TYPE 'E' 11/16" THICKNESS NOMINAL Ertgr: DR. HUMAYOUN (ARMCO STRUCTURES FE CA # 16557 8 WI a ?ti0li to rn 40 if TA re S del O N •() LJ 10 q0 a� 1 tsfy4 drawing no. W08-35 t ) • •• • • • • •. •• • • • • ••• • .• • LEAF WIDTH [1> • ,/ • ••• • / .i • • • • • • • •• • •Il • • / • ••••/ • • •• • •••1 • _ ••.. • •.•• •• • • •. • • • •... • • • LEAF WIDTH • MIN LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH . LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOUD WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1/2" BOTTOM RAILS 9 -1/2" LIMIT MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. MEM LEAF WIDTH LEAF WIDTH 1 z 0 co J a 0 PATIO DOOR (Ni.) OUT -SWING WOOD m 0 1 8 0 s 4 .as ) drawing no. W08-35 (sheet 3 of 8 • l• •• • .i • • • • •• s• , • .. •4 / I; 4. LEAF WIDTH • MIN LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH . LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOUD WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1/2" BOTTOM RAILS 9 -1/2" LIMIT MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. MEM LEAF WIDTH LEAF WIDTH 1 z 0 co J a 0 PATIO DOOR (Ni.) OUT -SWING WOOD m 0 1 8 0 s 4 .as ) drawing no. W08-35 (sheet 3 of 8 V. .i LEAF WIDTH • MIN LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH . LEAF WIDTH LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIUOS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOUD WOOD INSERTS ARE ALSO ALLOWED. MINIMUM DIMENSIONS: STILES AND TOP RAIL 6 -3/4" LOCK STILES 6 -3/4" INTERMEDIATE RAILS 8 -1/2" INTERMEDIATE STILES 3 -1/2" BOTTOM RAILS 9 -1/2" LIMIT MAX. AREA OF GLASS INSERTS 13.4 SQ. FT. LIMIT MAX. AREA OF WOOD INSERTS 8.5 SQ. FT. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. MEM LEAF WIDTH LEAF WIDTH 1 z 0 co J a 0 PATIO DOOR (Ni.) OUT -SWING WOOD m 0 1 8 0 s 4 .as ) drawing no. W08-35 (sheet 3 of 8 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING POLYURETHANE GLUE d TYPICAL ANCHORS SEE ELEV. FOR SPACING ilk4, r • 4 •' e wa- --N∎.— �,1 ®,l ledWeintiali. e RP 41D if WOO D BUCK •• • • •• •••• • • •••• •••• • •••• • •••• • • •• • • • • • • •• TYPICAL ANCHORS SEE ELEV. FOR SPACING #8X2 "FHSMS AT 3 -1/2" FROM ENDS AND 15" O.C. MAX. #8 X 2" FH SMS AT 3 -1/2" FROM ENDS AND 15" O.C. MAX. 0 • •* . e. Q. b• .O • TYPICAL ANCHORS SEE ELEV. FOR SPACING DOOR UNITS V * •' POLYURETHANE GLUE SIDELITE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS NOT BY F.P.G., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONC. 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. #14 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) AI TNCHOR EDS DI INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. Engl.:- -OR f iUMAYOUtt FARO00 STRUCTURES FLA... PE 10557 CN 1 c 0 0 0 0 z 0 c j drawing no. WO& 35 (sue 4 Of 8) • • • .... •••• .... • • • . • • .. • • • EXTERIOR 1/4' Max. SHIM {sheet 6 of 8 ) (sheet 7 of 8 ) • •. • • • • ••••• • • • • • • • i � 5.250 --T \\'\\i° .650 3.140 • • FRAME HEAD /JAMB r__z.s7o--1 .562 3.500 12 INTERMEDIATE STILE WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- WHITE OAK 5- YESQUERO • • • • • • • •• • • • •• • • •410• • • 0••• 4100• • •S0* • •••• • • •••• •41.0 .750 • 1.750 •0000• • • • • •• .562 6.285 TOP RAIL /HINGE STILE /LOCK STILE SIDEUTE RAIL /STILE .137 .500 .520 - 4 }�- 0 GLAZING BEAD t.aoo r ASTRAGAL 7.570 I� -.562 t t INTERMEDIATE RAIL BOTTOM RAIL 1.750 1.309 1.509 ,375 i I._ -.i .250 ASTRAGAL INT. COVER 4-.276 1 1.00,- 10 ASTRAGAL EXT. COVER HINGE .13' THK. STEEL HINGE INSTAJJ jLTION SCREWS TO PANEL: (4) #12 X 1 -1/4• FH W.S. TO FRAME: (4) #12 X 1 -1/4• FH W.S. ITEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 - 3/ DOOR FRAME HEAD /JAMB WOOD - 2 - AS REQD. TOP RAIL/HINGE & LOCK S11LE /SIDEUTE STLE WOOD - 3 - 1/ LEAF BOTTOM RAIL. WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL W000 - 7 - AS READ. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL. PLYWOOD AB MARINE GRADE 13 PLY 9 - 1 ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER WOOD - 11 - AS REQD. INTERMEDIATE RAIL WOOD - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 - 4/ LEAF HINGE STEEL - 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FIAT HEAD - - 15 QEB0650 _ AS READ." FRAME W'STRIPPING, FOAM TIP PVC Q -LON .200 SI 6063 -T5 O SILL FII I ER WOOD r1 600 "29511— 2.100 -J FRAME SILL WOOD SEALANT: FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. FRAME AND PANEL CLADDING GLUED WITH TECHNOBOND L560S. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9 -3/4" FROM EACH END AND 25-1/2" 0.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KW1KSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF. Engr 16557 STRUCTURES F C.A.N. 538 oissmalgyhgwathe oN,y 3 711(1 8 t 0 0 0 0 0 z 0 0 0 drawing no. W08-35 PANELIQUALCMIER (sheet 8 of 8 ) • •• • • • • •• • • • • • • • • •• • • • • •V • • •••• • • •••• •••• • •••• • •••• •••• • .• • • • • •• • • • • • • •• •• • •••• • • • • • • • • • •• FRAME TOP CORD FRAME BO1TOM _CORNER 5• X we WOOD DOWEL PANEL. TOP CORNER 5• X 5/8• WOOD DOWEL 4400/doiii ./gyp Pli�I!I. Engr. QFL VaLAi FA`iDOQ STRti011iRES CIA PE # 16557 CAN. 3538 Mg 30 7_(10 Approved as estoplyhts whit the Florida Date n _ W 0 a 0 U c • 1 • drawing no. W08 -35 Inspection Worksheet • Miami Shores Village irtNis 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 109 I Scheduled Inspection Date: March 12, 2009 Inspector: Bruhn, Norman Owner: WILLIAMS, MARIE Job Address: 297 NE 97 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060134290 Building Department Comments Passed (.,,14 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 11, 2009 Page 2 of 15 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) RECEIVED DEC 0 5 2008 craw e U3'1 Owner's Address q� p A 2 �k Cityr & `< i`l cw e s State P-e Tenant/Lessee Name Permit No. 6"°7-101 Master Permit No. Phone # 3O -L �`- Zip3 I '3 e Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip ` 3 (3(6 FOLIO / PARCEL # Is Building Historically Designated YES NO )` Company Name floe Duff Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration New D Repair/Replace D Demolition Describe Work: to ** **:x****** *: *** * ******** *****:x**** *** Fees * ***** * * * .***** : *** *** ** ** **** * ************** Submittal Fee $ Permit Fee $ /76 Notary $ TrainingfEducation Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ CCF $ C Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Leader'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 Signature ! + Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 614 The foregoing instrument was acknowledged before me this day of , 20 Ot , by 14 lc tilt ,) IAil1S • , , day of , 20 _, by who is personally known to me or who has produced «. F.. (• who is personally known to me or who has produced t� � y 12. y l 1 As identification and who d% o�,at�i as identification and who did take an oath. *At: i``4 Q� NOTARY Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: Sign: Print: My Commission Expires: ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: rin t C'. 1(Y) LA)I ( a ln'ts DATE: D3 ADDRESS: C - -`% i\.� a q s+ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed .contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a '"building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a viol .lion of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial rK)._,A)D 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial Ylk...,(44-1? 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes., Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial (. 7. I understand that if any person gets injured on my construction project: they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this day of By 1 I,,iM\ Initial \A0 2O cDK who was personally known to me or who has Produced there License or as identification. —}"Lj(-10WNER "rr - STUART A. UPSON les *% MY COMMISSION # DD 705074 2,2 • EXPIRES: August 20, 2011 . . :ate, pf IAV Bonded Thru Notary Public Underwriters WINDOWS/DOORS /SHUTTERS WIND LOAD CALCULATIONS Please fill in the information requested: ADDRESS OF HOME 9c q ME q i nil (`ire e_t HIGHEST POINT OF ROOF \ T EAVE HEIGHT OF ROOF C- BUILDING WIDTH LI 0 FS- BUILDING LENGTH 1 n �1 The site specific plan must show the distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 301.2 3) 150mph exposure C Mean Roof Height 1' -15' 15' — 20' 20' — 25' - 73.2 *Zone 5 is any opening within the corner distance from any comer. *Corner distance is .4 x mean roof height or .10 x width , but not less than 3' o‘. <1.-e1V4-11 pJ 2- c •-• S CC- _J APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Posyo-dcx:a9-.. • Miami Shores Buuildin • Des artment • Product A, • royal Schedule / Como arison Chart Address: • a 3'Yl. Permit No. Opening - -� Resod on of Window ProdnctAceeptance Nnnnber ProduetA oval ��nre 0p neningDesi�n — SPressure Rough Opening Size Shutter Re:airad es�No Mullion Repaired es�T to Impact ies o or Door or ►tin i on = (+) Fs" ()PSG ( +) PSF ()PSF r L . BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 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.gov, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the, High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 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. MLSS1LE 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 & renews NOA # 01- 0410.10 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makkar, P.E., M.S. J!' 4)3/ 111-4)°1 NOA No. 06-0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Page 1 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01= 0410.10 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V J. Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050." Aluminum Alloy Storm Panels, dated March 30, 2001, pages 1 through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certied Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03/13/01 for Aluminum sample CTC -01 -005, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBNII1TED A. DRAWINGS 1. Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel', sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. E -1 Imy A. Maker, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, 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. None. E -2 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06 -0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 8 0 8 0 8 OSTORM PANEL SCALE , 3" - 1' -0" 6.00" COVERAGE 7.463' 8 HALF PANEL SCALE , 3" - 1' -0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING t THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER ,SYSTEM ANNALYZED WITH THE PROVISION SET ZONE HVDHZ) OF TgHE FLORIDA CONTROL I G DIVISION 2 FOR THE 2 0VELOCITY EEMENT.��A BY 2. PRINCREASE D. IND LOAD DURATION FACTHAS d BEEN 16 WAS USEDHFOR WOOD OF DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVEpEERNING CODE AND GOVERNING A1DIRECTIIONALITY FOR OFAKd CALCULATIONS .8 LBE USEDRDANCE WITH ASCE 7 -02, 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAt DOCUMENTS SHALL COMPLY WITH CHAPTER 61515 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY A LICENSED CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE SUBSTRATES DETAILED EITHER FORM OR MATERIAL FROM THE 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS, g Al SEALED BY A LICENSPECIFIC E INEER OR RESGISTERED ARC�I�ITECTEWHICH DE AND AND �JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL B) SECURED THAT THE ONE-TIME COUNTY PRODUCT CONTROLPDIVISION R AND ZONE AREAS ONLY OPTION BA SHALL OCCUR ACCEEPHTED THE HIGH BUILDING HURRICANE I 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS. POMACORPORAIION WEST PALM FLORIDA MIAMJ- DADECOWJSY CONTROL APPROVED 10. STORM PyANELS SHALL BE 3004 -1134 OR $052 -1132 ALUMINUM ALLOY 0.050' THICK (WITH Fy.0.28.850 P.S.I. MIN.). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM 11. STAINLEESSNSTEELNOR GALVANIZED STEEL WIIT ALUMINUM S.1 MINIMUM YIELD STRENGTH. p INTERCHANGED 12. DICTATE.. PANNELS DETAILS MOUNTED MAY BE APPUUCABLET°ITIONS 13. TO SUSTAIN THE NESHALL ERIMPOSED LOADS AND OF VERIFY ALL DIMENSIOUNS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. O"h• HEADER SCALE , 3" = 1' -0" rr178" =.275" 1.66,0" .080" DIRECTED: 2.000" 178" 2.27S1.660" .645 "{{{��� ryryry 275" n 0 .60 "m .843" 097" • 1.940" ZAMAC ALLOY O•E• TRACK O •F" TRACK O REV.'P ANGLE OWASHERED WINGNUT i 990" THICK 8 6b T g 'KEYHOLE" 0" THICK WASHER SCALE , 3" = 1' -0" SCALE , 3' = 1' - 0" SCALE , 3" - 1'a" SCALE I HALF SIZE SCALE , 9" - 1' -0" 9003 -1414 ALUMINUM ALLOY •U• HEADER SCALE , 3" - T -0" ALT. STUD DIRECTIO 0 IV SCREW MACHINE @ 6" OR 12" 0.C. OSTUDDED ANGLE SCALE, 3' -1' -0" .12 4.00" MAX. ANGLE SCALE, 3''1' -0" 0, N r, .275" WIDTH UNLIMITED { I IPERP. TO PANEL SPAN! SECT ON TOP MOUNT PLAN VIEW 1;1E- YP. C) TYPICAL ELEVATION 1) .990 ", Y S20 "�4 .313" TOP & BOTTOM DT—TOM-MOUNT V6•M4X / O PlggXX UCTURE-t LUM'ANGGL CLOSIU�RE PIECE 1x2 x1295"MIN.TO 2' x 5" 4.125" MAX. FASTENER 18 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 9^ O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR! 625' 0 STRUCTURE 1/4" MAX. 1/2' OVERLAP TYPICAL PLAN VIEWS SCALE, 1 -1/2" - 1' -0" ALUM. 2 x .056"CMIN. TO PIECE, 2" x 5" x .055" MAX. FASTENER GO 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 119 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) EEXISTIN STRUCT RE PRODUCT K ViSED ma complying with the Florida Acceptance 6 No0 : 2 Expiration Onto o • :ritya • ■ e _a...' • L4--e 11 °i° 12/06/2006 ,1,5 NOES 06-557 sheet 1 of 4 9 9 TABLE 1 ON l b S P 1;1E- YP. C) TYPICAL ELEVATION 1) .990 ", Y S20 "�4 .313" TOP & BOTTOM DT—TOM-MOUNT V6•M4X / O PlggXX UCTURE-t LUM'ANGGL CLOSIU�RE PIECE 1x2 x1295"MIN.TO 2' x 5" 4.125" MAX. FASTENER 18 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 9^ O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR! 625' 0 STRUCTURE 1/4" MAX. 1/2' OVERLAP TYPICAL PLAN VIEWS SCALE, 1 -1/2" - 1' -0" ALUM. 2 x .056"CMIN. TO PIECE, 2" x 5" x .055" MAX. FASTENER GO 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 119 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) EEXISTIN STRUCT RE PRODUCT K ViSED ma complying with the Florida Acceptance 6 No0 : 2 Expiration Onto o • :ritya • ■ e _a...' • L4--e 11 °i° 12/06/2006 ,1,5 NOES 06-557 sheet 1 of 4 12/05/08 11 25 4 9 b 5 REFFCHOR SCHEDULE FOR MAX. SPACING SEE GLASS SCHEDULE OR DOOR SCHER�R MAX. SPACING OCONT. ANGLE 10 WALL DETAIL RREFC-' E.R NCE ANCHO R SCHEDULE FOR MAX. SPACING TDP O 1 Fam W I,; °Wn 1/4" MAX. 7 & 0 WITH 1/4 -20 x 5/8' CHE BOLT @I 12' O.C. MAX. PAOLTD ANGUE OETNL ® WALL MOUNT-SECTION SCALE . 3" o 1*-0` ItTrYPJ ECTION r4r21Qp 7E AIF OLT POP S BTTOM ONT. TYP. TOP L BOTTOM E? I _ WITH THE 2` WAWA' r4 HOR1 7A1. AS SHOWN W W 0 N tu a ce z 0 N s (8� WITH 1/4 -20 x S /8" CH1RE BOLT @I 12" O.C. MAX. SCHEDULE FOR MA SPACING DOE r- 6%TINOgf PE. M 1/4" MAX. SEE GLASS SCHEDULE GLASS OR DOOR O4 CONT. SEE GLASS SCHEDULE W �3() WITH 1/4 -20 is 5/B" CH E BOLT as 12' 0.C. MAX. REFERE NCE NCHOR A SCHEDULE FOR MAX. REFERENCE AN HCHOOR SCHEDULE FOR MAX. SPACING DIRECTION - SIDE E CLOSURE RED'D. ISEE PLAN VIEW) BUILD -OUT MOUNT SECTION © SCALE + 3` a 1' -0' OR DOOR EDGE DIST. REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING OCEILING/INSIDE MOUNT SECTION SCALE : 3" - 1*-0" EFERENCE ANR SCHEDULE FOR MAX. Ng" SPACING rdAriCii W J 0 tal u 1 a a 0 a 1-- WI c2&Q WITH 1/4 -20 x S /8" CH E BOLT eS 12" D.C. MAX. USEOt %4 20 S.SSTRUSS HEAD BOLTS gW/ KEVI4DLD WASHER. ENGAGE CO1F KTENYNHEOCLDE�IW ttANpEERROW PORTION SCHEDULE DR MAX. SPACING WALL MOUNT SECTION (DIRECT MOUNT) OSCALE r 3" 7ODylaq Melds a 2 e 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (WOES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. smut .i ANCHOR TYPE LOAD (WI P.S.F. MAX. MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5• -6 • (SEE NOTE 1 SPANS UP TO 8' -8•• (SEE NOTE 1) SPANS UP TO 10'_8•• (SEE NOTE 1) SPANS UP TO 5• -6•• (SEE NOTE 1) SPANS UP TO 8' -8•' (SEE NOTE 1) SPANS UP TO 10. -8•• (ME NOTE 1) (SEE NILE 1) CONNECTION C1 (EE C2 NOT83) C3 TYPE C4 CS CONNECTION (SEE C1 C2 NOM C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE3) C3 TYPE C4 CS CONNECTION C1 (SEE C2 NOW C3 TYPE 3 C4 C5 CONNECTION C1 (586 C2 NOM C3 TYPE 3) C4 C5 CONCRETE 7lIMP1i101?R111da11u)I'- t/4• �T W TAp[ON STN 1 -3/4 MIN. EMBEDMFIT DRIL2.192P .•. , 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 63.0 12 12 12 12 12 12 12 12 8 8 12 9 12 7 6 12 12 12 12 12 12 12 12 10 10 12 10 12 8 8 72.0 12 12 12 11 11 12 10 12 7 7 12 9 12 7 6 12 12 12 12 12 12 11 12 8 8 12 10 12 8 8 98.0 12 12 12 8 8 12 9 12 7 6 12 9 12 7 6 12 12 12 10 10 12 10 12 8 8 12 10 12 8 8 200.0 12 9 12 7 6 12 9 12 7 6 12 9 12 7 6 12 10 12 8 8 12 10 12 8 8 12 10 12 8 8 *= 1∎;g'al'IMMI mlW 1W.l �•iq.[T�,il 1,� 1_ }a 48.0 /4/Ai 11 12 7 7 4 A 12 12 12 L A 12 9 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 *t.■Ii11%l 63.0 72.0 98.0 200.0 /ra���y.�`�%y�irar /rar ./Vi A 5 477 7������VAWF ��� //A /NV �V���� 98.0 ����AM, ���rAr ?�AM" AMP'��� 6 6 11 jr• dr 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 y 4 ' tw ,. _W'1} " 12 12 12 12 12 12 10 12 8 8 12 9 12 8 8 or 12 12 12 10 10 12 9 12 8 8 12 9 12 8 8 •�•.�ai, 12 9 12 8 8 12 9 12 8 8 12 9 12 8 8 * �i'''"'''■i' B V rMIN.2,000►,si _ ,N -.�' 48.0 12 12 12 12 12 12 12 12 12 12 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 63.0 12 12 12 12 12 12 9 9 12 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 72.0 12 12 12 12 12 12 8 8 12 10 7 7 12 12 12 12 12 12 10 12 10 10 12 9 12 10 10 98.0 12 12 9 9 12 10 7 7 12 10 7 7 12 12 12 12 12 12 9 12 10 10 12 9 12 10 10 comm. 200.0 12 10 7 7 12 10 7 7 12 10 7 7 12 9 12 10 10 12 9 12 10 10 12 9 12 10 10 i lMillimyttiimtia1i11ri3O- VWOIT.TN 1 -i/4• EMBEDME� 48.0 12 12 8 8 9 9 5 5 7 7 4 4 12 12 12 10 10 11 11 11 6 6 9 6 9 5 63.0 11 11 6 6 7 7 4 4 6 4 9 3 12 12 12 7 7 8 5 8 4 4 7 3 4 4 4 98.0 7 7 4 4 6 4 3 3 6 4 3 3 8 5 8 4 4 7 3 4 4 4 7 3 4 4 200.0 48,0 6 / 2.10' 4 3 3 6/ fAOr 4 3 3 6/ Ari 4 . 3 .1" 3 7 12 3 12 4 12 4 11 4 11 7 12 3 12 4 12 4 7 4 7 7 12 3 8 4 12 4 5 4 5 HOLLOW INC. BLOT * 0.: W71'JIfl111m11M-- ' t1 a r /'�i- "� *E■8N111,1mnY1mU> �, - T • 1h .• 63.0 �f�������iar ����dr 12 12 12 8 8 11 7 11 5 5 9 4 6 4 4 72.0 / g% ����%A Ra���/ ��p������rA� /Ail ?" 7. 12 12 12 7 7 10 5 7 4 4 9 4 6 4 4 98.0 z�i������ u a������i� y z 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 200.0 . ' / ' er / 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 * 1/4E•T0 52,_1 / rEEL APf!1�i �.��L!� -..� 7 i{• 48.0 12 12 12 12 12 12 12 12 8 8 12 12 12 6 6 12 12 12 12 12 12 12 12 11 11 12 12 12 9 9 63.0 12 12 12 10 10 12 9 12 6 6 12 6 8 5 5 12 12 12 12 12 12 11 12 8 8 12 6 9 7 7 72.0 12 12 12 8 8 12 7 10 5 5 12 6 8 5 5 12 12 12 11 11 12 7 11 7 7 12 6 9 7 7 98.0 12 10 12 6 6 12 6 8 5 5 12 6 8 5 5 12 11 12 8 8 12 6 9 7 7 12 6 9 7 7 ' "' 200.0 12 6 8 5 5 12 6 8 5 5 12 6 8 5 5 12 6 9 7 7 12 6 9 7 7 12 6 9 7 7 ANCHOR SCHEDULE FASTENER MAIWAIM SPAWN maw) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ii ANCHOR TYPE LOAD (WI P.S.F. MAX. on NMI 1) MIN. 314' EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10'-8" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOR: C3 TYPE 3) Cl. C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS WOOD 2" MIN. 48.0 12 12 12 12 12 12 12 12 10 10 12 12 12 8 8 63.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 Vl` Tli. • L 72.0 12 12 12 10 10 12 12 12 6 6 12 12 12 6 98.0 12 12 12 7 7 12 12 12 6 6 12 12 12 6 6 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 2" MIN. 48.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 1. 4 1/4" O.�44..� _ �[ . 0 r-Ir'tt' 72.0 12 12 12 8 8 12 12 12 5 5 12 12 12 4 4 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 *Insmacummo, 48.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 7 ti■N11111111111116� 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 �[�L yj2 :+P l L 72.0 12 12 12 9 9 12 6 9 5 5 11 5 7 5 5 98.0 12 9 12 6 6 11 5 7 5 5 11 5 7 5 5 ' "NI 200.0 11 5 7 5 5 11 5 7 5 5 11 5 _7 5 5 NO 1. SPANS ABLE A�ND,� LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING' ONLY. STORM PANEL SPANS FOR SPECIFIC LOADS MUST RE LLMII'ED TO THOSE SHOWN 2. ANNCHOIRNTTY OR SCHEDULE DISTANCE. SELEEIVXIISTgINGGGN LOLAD GREATER THAI GREATER THANROR EGUAL DESIGN HUTTER SPANU7'7ER AND SELECT SPAN 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 TYPEROFIEE EXISTING ANCHOR TUR LE FOR PROPER ANCHOR TYPE EASED ON STRUCTURE 5. ANCHORS SAT OI BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR 7. SHALL EXISTING A ABLES PRIOR 70 ANCHORING AND COORDINATE ANCNCHORAGE i SUCH THAT CABLES ARE NOT DAMAGED. rc 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE WTb ADEQUATE WOOD FRAMING .0 MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY gg FOR RSIDE CCLOSUgRyE PIECES. STUD 9. SHALL LAG LOCAATEDS FASTEN EENryER OF NOMINAL 2 x 4" (MI) WOOD STUD H3/4"" $ BEG'€SOOUTHERN PINACCEPTABLE " n O FOR WOOD FRAMING. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HAVE HEAD. 2 ENGAGEMENT 4 10 IN BASH ANC 1OR ND M Y HAVE E NH R A PANE. SS THREADS OR c. It ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1Z *DESIGNATES A ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE MIN. 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING SPACING PER SPACING PER ANCHOR SCHEDULE ANCHOR SCHEDULE Kilimumr© ALUMINUM EXTRUSIO ANCHOR FROM SCHED.• TYP. PRODUCT REVISED Es complyIng with Ns [ItottU B9(dLSZ Culls AcapevePCa Ns Vii- - • - Z Fapiration :UP." n in Pe RI- C % era i+1 0 O 0 0 U :LUmue Ch 0933 306 E0111110111E C l"" 12/06/2006 06-537 sheet 3 of 41 A 0 L E 2 e3 V MINIMUM STORM PANEL SEPARATION FROM GLASS (IN)* POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (L) (FT - INI MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 39• ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 1 -7/8 10 - 8 4 -1/4 2 -3/4 40.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -1/8 10 - 6 4 -1/4 3 -1/8 50.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/8 9 - 11 4 -1/4 3 -1/8 60.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -9/16 9 - 6 4 -1/4 3 -1/8 70.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/4 9 - 0 4 -1/4 3 80.0 3 - 6 3 -1/2 1 -5/16 6 - 6 3 -1/2 1 -13/16 8 - 2 3 -1/2 2 -5/0 90.0 3 - 6 3 -1/2 1 -5/16 5 - 6 3 -1/2 1 -9/16 7 - 3 3 -1/2 2 -3/16 100.0 3 - 6 3 -1/2 1 -5/16 6 - 7 3 -1/2 2 110.0 3 - 6 3 -1/2 1 -5/16 5 - 11 3 -1/2 1 -3/4 * SEE TABLES 1 & 2 NOTE NUMBER 3 TABLES It 2 NOTES) 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN ILmax1. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MINN. SEPARATION PROM GLASS. 7 A 8 E 1 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD IPSF) Lmax. (FT - IN) 30.0 10 -8 35.0 .10 -8 40.0 10 -4 45.0 10 -0 48.0 9 -10 50.0 9 -9 55.0 9 -6 60.0 9 -4 62.0 9 -3 65.0 9 -1 67.0 9 -1 70.0 8 -11 72.0 8 -10 75.0 8 -8 80.0 0 -2 90.0 7 -3 100.0 6 -7 110.0 5 -11 115.0 5 -8 120.0 5 -5 130.0 5 -0 140.0 4 -8 150.0 4 -4 160.0 4 -1 170.0 3 -10 180.0 3 -7 190.0 3 -5 200.0 3 -3 AcavI(0 aaupt /I x xNR 2: V ISE a w Ib o El th ir• Bn Coe. Z � 11Y a✓ i�� Maul Division 11 p OL, 24 o. a O 0 v. 1 1 0 0 KDE7.L'vich 2006 12/06/2006 Eiln lie array ae. 06 -537 sheet 4 of 4