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WS-08-528
at Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: January 27, 2009 Inspector: Bruhn, Norman Owner: RAMIREZ, DIANE Job Address: 760 NE 96 Street NE Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142080 Building Department Comments January 26, 2009 Page 1 of 1 VOI NO Passed /:92,74.) Inspector Comments CREATED AS REINSPECTION FOR INSP- 78906. Wrong size fasteners. NB PLEASE MAKE IT AFTER 2:30 OR CALL OWNER AT 786- 375 -0889 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until January 26, 2009 Page 1 of 1 -6k1-08 a .s. ��. wwye --. io.ht',0 Miami Shores Village ,bp,,,,„oweA Building Department 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING COVE6 Permit No. —0 8 S21 PERMIT APPLICATION me 2 5 moo Master Permit No. FBC 2004 u0� Permit Type (circle): B a Roofing Owner's Name (Fee Simple Titleholder) U, 1G ` '(*'e Phone # n :) 7 S - © Q Owner's Address L2 0 City dM )10CeS State set— Zip 31} Tenant/Lessee Name Phone # Job Address (where the work is being done) apiv-e. City Miami Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1YL-0 � �"� 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 $ 69(� Square / Linear Footage Of Work: Type of Work: ['Addition DAtheration flfl ['New y� l/� 4iair/Reace �,� Describe Work: /.Q t ace_ - L&.) (A i` I 11 .1 `O� rF t. t co Ec k S r ho '✓ * * * * * * * * * ** ❑ Demolition OVYA * * * * * * * * * * ** * *** ********Fees******************************************** Submittal Fee $ )O Permit Fee $ Notary $ 5.0D Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Double Fee Structural Review. $ CCF $ CO /CC Technology Fee $ Zoning $ Total Fee Now Due $ DPBR $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he 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. Owner or Agent The foreg,iing instrument was acknowledged before me this �S The foregoing instrument was acknowledged before me this day of vy/9€Cij , 20 �, by P4,ve /�j,, y ,e_z 2 day of , 20 _, by Signature Contractor who is personally known to me or who ksa-ibd- 6t -70 -'O Asidentif Us' og- o? - oa O NOTARY PUBLIC: has produced �� /%� L • ti�nd who did take an oath. PUBLIC -STATE OF FLORIDA Max Gauthier Commission # DD470346 Tres: SEP. 11, 2009 Tire Atlantic Bonding Co., Inc, Signt7 //�� bond Print: 'AMA)( C ,r/i u7H /e /C who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: >dOA //The zoo My Commission Expires: * * * ** * * * * * * * * * * * * ** * * * * ** **4** : ***** * * *** * * **** * ** *** * ************ * **** :********** ****** ******* * **+x***** * ** APPLICATION APPROVED BY: (Revised 07 /10/07) Plans Examiner Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE S ATEME NAME: „ • DATE: ADDRESS: 9 L, ST", Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one- family or two-family residence. You may also build or improve a commercial building at a cost of $25,000:00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you., which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 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 Initial 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 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. Iffor 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 N.4`'®- 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. Was acknowledged before me this By .--P/ e'ia T4Z day of Jl4YC4 , 20 O who was personally known to me or who has Produced there License or P7 - tvr,ts tic, 6 z.77 D as identification. V eu MONIG 51ON IP4095 • eOMM Octoto 0, �6 99fld Miami Shores Village Building Department Date: / /2-40/08 . 10050 N.E. rd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- Og— 5-2.6 Job Name: /44 /I/ 1 Ag a Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors or hurricane shutters. Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. j 4 14,10/A g Wurre/e--S 11-tee /461-- A--/;p4o Li.60 . -TZ?/L S1 41 7/PL / /1li 4e T. 4)lA/C/oxl5 S A-4-te Claudio Grande CB11 305 - 795 -2204 l fiAcr ®n- nxereeCrg. Alo 0,00 -20 010 r2/t- ��.�s�ll -2 .cam ?��P2 c '4. INSTALLATI 305.558 -0612 Glass Window end Door M & REPAIR -a+ r *305. 592 %. IL /Vu 11..u1 FLORIDA BUILDING CODE 2004 DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES BUILDINGS WITH A MEAN ROOF HEIGHT 60 FEET BASIC WIND SPEED = 140 MPH - EXPOSURE 'C' - Kd = 1.00 GENERAL NOTES: 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPUCABLE TO ESSENTIAL FACIUTIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7-02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. BASIC WIND SPEED (3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VAUD FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. ONLY IMPACT RESISTANCE IS REQUIRED FOR BUILDINGS" GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING' BY THE BUILDING OFFICIAL ARCHITECT, OR ENGINEER. H. DIREC11ONALI �Y FACTQQR, AS NOTED I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPUCABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VAUD FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL DETERMINED BY THE BUILDING OFFICIAL OR A SITE FIC .' ANi({LTECT ENGINEER. VALUES BETWEEN CALCULATION OF kRAL NOTES. R MODIFIED. MR', THE Pf THE USE IS 8. MAXIMUM DESIGN WIND LOADS (PSF) GCpI = ±0.55 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 66.0 -70.3 -83.0 >15-20 70.2 -74.7 -88.2 >20 -25 73.5 -78.3 -92.5 >25 -30 76.4 -81.3 -96.1 >30 -40 81.2 -86.4 -102.1 >40 -50 85.1 -90.6 -107.0 >50 -60 88.4 -94.1 , -111.2 GCpI = ±0.18,;50,3 Note 2Gs , MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) ATIVE ZONE (4) NEGATIVE, ZONE 61 >15-2 5 4 <' , 7,57. 9 ' -71.5 >20 -25 56.0 , -50.7 -S3.1 -74.9 - -77.9 >25 -30 58.2 >30 -40 61.8 -67.0 , -82.7 >40 -50 64.8 `70.3 -86.i ' >50 -60 67.3 -73.0 -90.1 9. THIS DRAWING S ,WITHOUT ORIGINAL SIGNATURE, D SEAS, EAVE HEIGHT (E) - S'. 2JEa c©MPLCE WITH L� L Wit. VALID ONLY WIT h= = END ZONE : 10% OF MIN. BUILDING WIDTH OR 40% OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLERR BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FEET. Thornton ®Tomasetti Group 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522 -3690 • Fax (954) 522 -3691 • COA # 7519 Website: www..The7TGroup.com ( Copyright ® 2006 Thornton- Tomasetti Group, Inc. BUILDINGS <_ 60 FT. FLORIDA BUILDING CODE 2004 COMPONENTS & CLADDING EXPOSURE "C" 140 M.P.H., Kd =1.00 .W. Knezevich Professional Engineer FL Lketa No.: PE 004196: no date by 6 10/06/05 VJK 9 12/19/05 VJ 10 01/12/06 JWK sue dates description GENERAL REVISION GENERAL REVISION MODIFIED GCPI OPTIONS drawn by MCRI (checked by IWK) IWK) drawtrrg rro. 02 -279 ( sheet 1 of 1 ) Miami Shores Building Department Product Approval Schedule / Comparison Chart Address:°le a °` !, , Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure ( +) PSF (-) PSF ( +) PSF ( -) PSF Yes / No )61-) • • X • • • • • •••• • •• • • • • • • • • •• •••• • • •• • • • • • • • •• •• • • • • • ••• • • • • •• •• • • • • • • • • • • • 0 CD 0 STATE AND COUNTY RULES AND REGULATIONS C'� 0 DJ) A,0 S d COUNTY' • • • ••• •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION •• • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • ••• • ••• • • • • • • • • • •• • • • • ' • • • • • : MIAMI-DADE COUNTY, FLORIDA • • • • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • ••• • • MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE Mit} New Age Windows & Doors Corporation 7196 NW 77 Terrace Medley, FL 33166 SCOPE: • • (305) 375 -2901 FAX (305) 372 -6339 • •• • • . • • • ; .. .. • www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100" Aluminum Single Hung Window - N.I. APPROVAL DOCUMENT: Drawing No. W95 -45, titled "Series 100 Alum Single Hung Window (N.I.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 10/17/1995 with revision F dated 10/29/2007, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control. Division. MISSILE IMPACT RATING: 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. REVISION 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 # 02- 0801.02 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. tmZ of NOA No. 07- 0919.01 Expiration Date: September 26, 2012 Approval Date: December 13, 2007 Page 1 • • ••• • • • ••• •• •• • . • •• •• • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• New Age Windows & Doors Corporation • •.• • ••• • • • • • • • • •••• NOTICE OF AtEJAANOE:. C� : EYdDENCE SUBMITTED A. DRAWINGS •• • • • • • • ••• •••• •• • .. ......... . 1. Manufacturer's die drawings end *caw: • 2. Drawing No. W95- 45'15tlet1 °Setles *Mb ingle Hung Window (N.I.) ", sheets 1 through 4 of 4, prepared by Al Farooq Corporation, dated 10/17/1995 with revision F dated 10/29/2007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, 202 -94 2) Uniform Static Air Pressure Test, 202 -94 3) Water Resistance Test, 202 -94 4) Forced Entry Test, 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 1804 dated December 22, 1997, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0801.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 06/07 /2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 06/07/2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of addendum by Fenestration Testing Laboratory, Inc., for Test Report No. FTL -1804, dated September 28, 1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0801.02) G. OTHER 1. Notice of Acceptance No. 02- 0801.02, issued to New Age Windows & Doors Corporation for their Series "Alum Single Hung Window ", approved on 09/12/2002 and expiring on 09/26/2007. E -1 aime D. Gascon, .E. Chief, Product Control Division NOA No. 07- 0919.01 Expiration Date: September 26, 2012 Approval Date: December 13, 2007 • • M • •• • •� •• • • •• •• • •• DESIGN LOAD CAPACITY - PEP ANCHORS TYPE 'A' WINDOW DING. 9/18'. Gulls *RD24 HEIY4T EXT.( +) 1Nf.( -).. 18 -//8' 26 (3) 66.7 125.0 26 -1/2° 125-0 .. 125.0 3r 125.0 11311 123.0 3r 28 CM 125.0 42' (3) 65.7 125.0 a6' 125.0 IMIEEll 1254 53 -1/8' 122.0 66.7. 103.2 19 -1/8' 60.7 18- /8' 26-1/2' • • • s7° •4i.•••41I •48•••• 53-1 /8' 28 -1 /2• 1250 32' 86.7 Ma j 3r 38-3/8 cm 101.1 42' (4) • • • • Ewan 485 11331E111 Ellflall �: ii� 687 ,s-i%8' VIIIEEMI e�.i 68.7 *Ape =112311 19 -}/8' 26-1/2' 32' 37' 42' 48' 53 -1/8' 32- 50 -5/ 8• VIII 1 11113 ••••• • MEIMEECI 77.6 96 -1/8' t o -1 8• 11231111M11 ft M,�,! 43 28 -1,R' 8) irGa 88.7 84.3 EMI 50.0 10.0 46• 53- 1/8`.. 19 -1 .' 28 -1/2' Se �-.Y 31J •'-. EMI= 37. 42" 13,3' (6) EMI 0 � Ai:'iE.. 46' EINEM 53 -1/8' EMI 19 -1/8' 25 -1/2' 32' EINEM :.: w��!!�. 1':Gti 3r 74-1/4 76.7 804 42' (7) 822 KEEL 48' =UM 83 -1 /6' 40.5 40.8 N0. 54 PARENtl¢9S 818ICATE 110. OF mason PER 4001 DESIGN toe CAPACITY - P87 *2408088 TYPE 'B' WINDOW DIMS, 9/18' ANN. GLl88 610TN HQOHw EXE( +) 110.( -) 19 -1/8' 28 -1/2' 32' 37' 42' 48' 53 -118• 26 (3) 68.7 1255 CZ 125-0 86.7 125.0 66.7 125.0 88.7 EMI MINIM 68.7 15.6 19 -1/8' 28 -1/2° 32" 3r 42" - ••"1/s' (4) • • • 88.7 125.0 88.7 125.0 EMI 1254 122.0 Eli 103.2 =MO= 18- /8' 26-1/2' • • • s7° •4i.•••41I •48•••• 53-1 /8' • • f8. 88.7 En EMI 66.7 88.4 88.7 71.7 626 62.6 19M 28 -•/••• •Ti•••4. 3r• !tile.* or 51-•1 Jfr • • • • Ewan 11331E111 �: ii� 687 89.0 VIIIEEMI 68.7 58.6 19 -}/8' 26-1/2' 32' 37' 42' 48' 53 -1/8' • B0 :: 1250 ICEIIIMMI lesmiamll 80.7 95.8 66.7 77.6 MIMEO BEil t9 -1/6' 28 -1/2' 32° 3r 4x 48" 53 -1/8' (7) 74-1/4 ( Emma irGa 582 EMI 50.0 10.0 () NO 81 PARENTHESIS 14DCAIE H0. OF /*HONORS PER SAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA03 -DEC -219 WINDOWS NOT RATED FOR IMPACT. INSTALLATION OF THIS PRODUCT IN THE 141M2 AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL. PROTECTION DEVICES COMPLYING WITH IIVHZ REQUIREMENTS. INSTALLATION OF THIS SYSTEM OUTSIDE THE H1442 AREA SHALL. MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. TYP. GLAZING DETAIL FALSE 6kiNies2J 4 (SI1i' USED SERIES 100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /s.H. OR SINGIE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING 18tH VELOCRY HIARICANE ZONE (1411142). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAII.5. ANCHORS EM IT TO BASE MATERIAL. SNAIL BE &MED WAL1. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF 11485 APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF ANCHORS LET0 WOOD ONLY. MATEPod1.5 N+IIXAIDMG 8227 107 UNITED TO SCREWS. THAT CONE INTO CONTACT ITH OTHER DISSIMILAR MATERIALS WET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE sECOON 2003.8.4. 8 1/4" MAX SILL 53 1/8 WIDTH 49 7/18' D1. 0PG. (FIXED) 20 1/2' MAX. 0 HEAD . 111 __- QB /. iI li + �1 Ij fI / It // it ,I C l ;I 13 1/2' max. SILL 48 1/4' D.L_ OP6. 50 1/2" WET W1D7F4 TYPICAL ELEVATION OR TW WYttlN 62AA000 STRUCTURES F1A PE / 16857 CAN. 3836 OCT 802007 MONOLITHIC GLASS NON - IMPACT PRODUCT RENEWED as Buo4 C d 1e� the F Acceptance No BY 1;r. -~ -..ter: dO Division Comm! sheet 1 o4 MWMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING D BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE MUST SUSTAIN LOADS IMPOSED BY GLAZING STSI LM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING AND CHART ON SHEET 1 FOR CAPACITY ANCHORS TYPE 'A' 1/4° TAPCONS BY 'ELCO' INTO 2BY WOOD 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 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHORS TYPE 'B' 5118" TAPCONS BY 'ELM' • • INTO 2BY WOOD BUCKS OR WOOD STRUCTUR! • • • • 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 -1/4° MIN. EMBED INTO CONC. OR MASONI?(• • • • • • • V' •• • • • #4 SINS OR SEI F DRI ING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T5 MIN.) (SIt.L IN CONTACT WITH ALUMINUM TO BE PAATED•ORRPAINTED) • • 1.12 SINS OR SELF DRI I ING SCREWS • • INTO DADE COUNTY APPROVED MULLIONS (MIN. *Wt. x.090") • • • •• •• 0, 8 g • o ✓ h 2 . 0 oft (NO SHIM SPACE) ANCHORS EDGE DISTANCES INTO CONCRETE AND MASONRY rs 1 -3/4° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SEAM SEALER. FIXED MEETING RAIL SEAMS SEALED WITH SILICONE. (PEEPHOLES: W1 = 1/2° X 1/4" WEEP HOLE AT 2 -3/8° FROM EACH EN W2 = 1/2" LONG NOTCH AT EACH END OCT 8 0 2007 Five OIL HUMAYDUN FAROOQ STRUCTURES F!A PE 3$ 538 1t3SST CAN. PRODUCT RENEWED as wmplying with the Florida Building Code Acceptance No tiow a ate • 'JAR:- By Miami Product Control Division OT • •I• ••c v • • • • • • . . • • • • • • • a 4 drawing no. W95 -45 sheet 2 of 4 ) 4 VENT WIDTH D.L 000. (VENT) EXTERIOR D.L OPG. (FIXED LITE) WINDOW MOTH 61811 % PART 9 REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /RBi6B*BS 1 BV -4573 1 FRAME HEAD 8063 —T8 — 2 NEWA -32 1 FRAME SILL 6083 —T5 — 3 BA -4388 2 FRAME JAMB 6083 -75 — 4 SW -41873 1 MEETING RAIL 6083 —T5 — 5 BA -4638 1 VENT TOP RAIL 8083 -75 — 6 84 -4784 1 VENT 8011011 RAIL 8083 -75 — 7 — 2/VENT SWEEP LATCH 7AMAK AT 8-1/4' FROM EACH END 8 BA -4425 2/ VENT VENT SIDE RAIL 6083 —T5 — 9 — 2/ CORNER FRAME ASSEMBLY SCREWS — #8 X 1' P.H. SINS 10 — 2/ CORNER VENT ASSEMBLY SCREWS — fax 1• P.H. SMS 11 — — — — — 12 — AS RECD. FIN SEAL PILE (.187 X .250) — ULTRAFAB 13 FP- 389 —AW AS RE00. BULB WEATHER STRIP (.185 X .250) VINYL PROTOTYPE PLASTICS 14 860 AS RECD. BACK BEDDING SILICONE PECORA CORP. 15 — AS RECUT. GIVING BEAD ALUMINUM ROLL FORMED 16 3530 2 BLOCK & TACKLE BALANCE 2 5/6' 80x. WINDOW COMPONENTS 17 — 2 TAKE OUT CUP AT .3' FROM TOP RAIL STEEL AT EACH JAMB 1/4' MAX. WINDOW WIDTH WINDOW WIDTH Engr: DR. HUMAYOUN FAR000 50tUCfURES RA. PE 6 16557 CAN. 3538 OCT 3 0 2007 • • • • • •• • • • • • • • • •••• • • •• •• • • • • • • • • •• • PRODUCT RENEWED as complying with the Florida Building Code Acceptance No /7 Expire By Miami Product Co8irol Drvlaion • • • • ro z 8141 oittr x 38 3 K 0 O •••• • •• • h�J •Q • • lo ki A ill v VV N a x x 8 C drawing no. W95 -45 sheet 3 of 4 • • • 100 .082 .874 L 1 2.162 FRAME HEAD .082 1.030 2.001 .812 �^ • .. • • • • MEE7lac 1QJtL •.4. . • • • •• • ▪ • • • • • • ,• 1.128 tom• • •••• • • •.. • .082 •• 1.828 • •• • • • •• • • •••• VENT TO RAIL ••1••• • 8 • 000000 ••• • • ••• • •••• • •• •• • •••• . •812 • t • • • t• • • • • • 1.075 _ 'il 1.000 .812 VENT BOTTOM RAIL x,.1281'� .062 - j ton -d .887 SASH SIDE RAH_ 12 I+- 1.374- j�+- -1.812 0 FRAME JAMB 2.043 VENT CORNER PENT BOTTOM CORNER FRAME BOTTOM CORNER Row: 08. 88•417UN FA1 0 STRUCTURES 185 A PE 97 cwn 99 / 185 Fl PRODUCT RENEWED eaapi;i: a wit) the Florida Buiid■r-4 Cox Accei mu. No CT3OM 6 X g fq taNf 8 ir- 0SUW4fl q no. W95 -45 (sheet 4 of 4 ) p' 1 p Y ypo(/° BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 1 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.nov 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 Contr material fails to meet the requirements of the applicable building code. (' This product is approved as described herein, and has been designed to comp Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Alumin Divisionctllat this product or ..1•` • .• • pity 2iu sic�ne • • 1... L',e` etssL1' thigh 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 da i i 't liter 06 AAA •' signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County P o-c ucttCo Ire• to ision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product•Contrel Diviiitrtr. • • 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'th'e 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. Makar, P.E., M.S. a3 /2. 2 /soo7 NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 Page 1 • • • • • • • • • • • • • • • • Ponca 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.,. signeci to ?' sealed by V.J. Knezevich, P.E. • 2. Comparative analysis, dated July 16, 2001, 3 pages, prep • Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS •••• 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for•Atumi'num hh'ey . • 5052 -H32 by Commonwealth Aluminum. • • • • 2. Certified Tensile Test Report No. CTL #0296G, issued by Certif ted Testing • Laboratories dated 03/13/01 for Aluminum sample CTC- 01 -005r Iggnerl and , • , sealed by Ramesh Patel, P.E. • • .... • • • •••• 2. NEW EVIDENCE SUBMITTED 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 t't lmy A. Makar, 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 • • • .. • •• • .. • • •• • • • • • •••• • •••• • •• •• •••• • .. • • • • e• • . • .••• • • .. •••• • • •• • •• • • • • .. 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 LOCATtONMARKING • 11.807 " 1055" 1.807 "1 12.00" COVERAGE (OPTIONAIMLOCATION) .453' 14.927" OSTORM PANEL SCALE 3" . T-0" • • •• •• • • • • • • • • ••• • • • • • • •• •• • • • •.• • • ••• • • • • • • • ••• • •• • • • • • • • ••• ALT. STUD R .250" DIRECTIO 0 N 044' 1 p 6.00" COVERAGE 7.463- 0 HALF PANEL SCALE • 3" .1"-0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING NO g t MIAMI-D�ADE COUNTY PFOR DUCCTT t�TROL DIVIS)ON FOR HE FH 1 VELOCITYE RRtC WITH ZONE (HVHZ)EOFNTHE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. 2. NO INCREASE WINO LOAD DI RATION FACTOR Cd = 16 WAS USETHE OR WOOOF CTREW pDEE7SIGN. 3. THESE E EDELOLCUMENTS(IN ACCORDANCE WITH DESIGN HEE GOVERNING CODE AND GOVERNING AIDDIDRECTIONAALLITY FOR O CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPUCATION OF THIS SHUTTER SYSTEM. S. USE OF FLORIDA ADROVAL DOCUMENTS NTS.SHALL COMPLY WITH CHAPTER 61615 -23 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY A LICENSED CONDITIONS DETAILEDIHEREIN THE CONTRACTOR CONTRACTOR VERIF EDEVIATE HE FROM THE STRUCTURE SUBSTRATEDEVIATE AED EITHER FORM OR MATERIAL FROM THE 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. E 8. WHEN OFFIICICONDITIONS CT ONE OF THE FOLLOWINGTOPTIONSDOCUMENTS, THE Al SEALED BY A UCCENSED ENGINEEERUORNREGIST�D ARCCI4 SIGNED, TE, WHICH TDETAIL PRAODDEUDCT E,NNGINEER FVORIREVIEW AS DOCUMENTS SHALL BUILDING OFFICIAL GRANITIINNGTHIS/HER APPROVAL, p p g B) SECURED THAT THONE-TIME A ADE COUNTY PRODUCTVCONNTRROOLL APPLIED SION R AND ZONE RRESITE NLY OTPPTIONNDEVIATIONS SL OCCUR A ACCEPTED THE VELOCITY BUILDING OFFICIAL 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM O F ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED POW CORPORATION WEST MIAPAH7ADE COU PRO CONTROL APPROVE 10. STORM PANELS SHALL BE 3004 -134 OR 5052 -1132 ALUMINUM ALLOY 0.050" THICK ALLOY, WTTH Fy a 228,950 P.S.I. MIN.). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM 11. ALL FASTENERS GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. (L 12. DICTATE PANELS MAY BE MOUNTED H{O�RIZONTATALLY WHER APPUCD _CONDITIONS 13. TO SUSTYAIN THE NEW SUPERIMPOSED LOADS ACNYDTTOHEVREER EXISTING L DIMENSIONS AT THE .3013 SITE BEFORE COMMENCING WITH THE WORK. e .097 • • 'Ib' HEADER., • • • G *'Y' HEADER • ••1CACE'�- 1'-� • • • �.••••SCALE.3 ".1' -0" • • • • •• • • • • • ••• •• 11,178" 2.2T5"[660" ALT.LfON .= 2.000"I 1�1 SCALE E' TRACK 1 -0« 000' t- O .485 .645 ", .843" 380" vat-E,2%., STUDINE @ @@ 6" OR 12" 0.C. OSTUDDED ANGLE SCALE ' 3" . 1' -0" 090" (TYP) .128` TYP. 4.00" MAX. ANGLE SCALE' 3" . V -0" M .275° a 9 ZAMAC ALLOY 'F' TRACK REV.'P ANGLE OWASHERED WINGNUT 0.090' THICK 6b 7 g `IG YHOLE' WASHER SCALE • 3" • 1' - 0" SCALE. !• . 1'-O' SCALE' HALF SIZE SCALE 3" . V-0" 3003 -1414 ALUMINUM ALLOY 1.940` WIDTH UNLIMITED 1IPERP. TO PANEL SPAN( SECTION TOP MOUNT PLAN VIEW YP.) TYPICAL ELEVATION -0 .9 0" .520" .3183 "p� •.TOP & BOTTOM OT- TOM MOUNT FASTENER 1p9p 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 9^ O.C. FOR DESK LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEO. FOR ANY ACCEPTABLE ANCHOR) .625" 0 STRUCTURE 1/4^ MAX. 0-1/4. MAX. O Yo 1/2" OVERLAP ST ST TURE-I x 2 x 25E'' Ftt)INSTI DE PIECE 2" x 5" x..125" MAX. TYPICAL PLAN VIEWS SCALE' 1 -1/2" .1.-0- 0 1" ALUM. ,14055 "CMIIN CLOSURE PIECE' Y' x 5° x .055" MAX. FASTENER p 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND (I 9` 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEO. FOR ANY ACCEPTABLE EAgNCHOR/ STIRSt1CTURE PRODUCT 1tEV)SED as complying with the HMO S Wang Code Accepa a= Ne 6 .2 O • "Z • :F /[vf' • °181 12/0612006 AS NOTED MET!! 06-537 [sheet 1 of 41 (sheet 3 0 f 41 • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • ,Se • • • • • • • • • •• • • • • ••• • • • • • • ANCHOR SCHEDULE FAMTENERMAlIMUM SPACING (INOIES) REQUIBSD FOR VARIOUS DESIGN LOADS AND SPANS • • • tJ ANCHOR TYPE LOAD (W) P.S.P. MAX MIN. r EDGE DISTANCE MIN. r EDGE DISTAMEE • • SPANS UP TO 5' -B" (SEE NOTE t) SPANS UP TO 8• -8" (SEE NOTE t) SPANS UP TO 10•_6•• (SE 1WTE 1) SPANS UP TO 4 5' -6 • 1 (M E NOTE 1) • i SPAVUP% •8' -S' • (3BB8180E 1) 4 pp U Td • 1 8� II MEE N•1E 1) (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (986 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE CI C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (58660183) C1 C2 C3 TYPE C4 C5 CONNECTION (SEE C1 C2 N0T8 C3 TYPE 3 C4 C5 CONNECTION C1 C2 601133) C3 TYPE C4 C5 CONCRETE i''�Imtb °IIIII�II■Itlttt1" 1�4'• �TW T� o yryTN t-3/4 MN. EII EAS66IT t_,. 3 31 .. . , , 48.0 2 2 2 2 12 2 2 2 11 11 2 2 2 8 3 2 2 2 2 2 12** 12 1e UP 12 * 12 M• 10 401 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 1 • 1.: 12 :10 12 A2 1.8 211 72.0 12 12 12 11 11 12 10 12 7 7 12 0 12 7 6 12 12 12 12 12 12 I I 1• 8) 88 121 10 • EI 8 98.0 12 12 12 6 8 12 9 12 7 6 12 9 12 '7 6 12 12 12 10 10 a • 12 12 _ 1 10 2 8 1 200.0 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 T2 A 10 12 8 i 8 * 5'I!','r8i1ODU11U1V> 48.0 8 /����,������� 11 12 7 '7 /��������AZA 63.0 12 12 12 10 �u // 9 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 * I■tIUUmuu!., 63.0 7 5 / / /,/// 7 / 5 98.0 12 9 „Ay 6 6 // 5 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 "S �� i + TE- 1 `: ? ;y.- L ,_,,..3,;.b3 ; ?.,; ... ,i1: 72.0 5 A %IV /0or� 5 7 /� / /�������� ��� /r 12 12 12 12 12 12 10 12 8 8 12 9 12 8 8 98.0 /4697 �/,P��r�. 0r y 12 2 12 10 10 12 9 12 8 8 12 9 12 8 8 200.0 ■Or A 'ar / 12 9 12 8 6 12 9 12 8 8 2 9 12 8 8 * ��'`�'''''■i 1/�LL- .m2. 48.0 12 12 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 11 12 9 9 12 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 98.0 12 12 12 9 9 12 7 10 7 7 12 10 7 7 12 12 12 12 12 12 9 12 10 10 12 9 12 10 10 00p.m. cotionyi 200.0 12 7 10 7 7 12 7 10 7 7 12 10 7 7 12 9 12 10 10 12 9 12 10 10 12 9 12 10 10 , , 3ERD■eamanugmmm V� ITS r� 1 - ti 4 " 4 1 4 . T � T 48.0 12 12 12 8 8 9 9 9 5 5 7 7 4 4 12 12 12 10 10 11 11 11 6 6 9 6 9 5 5 63.0 11 11 11 6 6 7 4 7 4 4 6 4 3 3 12 12 12 7 7 8 5 8 4 4 7 3 4 4 4 72.0 10 10 10 5 5 6 3 4 3 3 6/ 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 98.0 7 4 7 . 4 4 6 4 3 3 6% 4 3 3 B 5 8 4 4 7 3 4 4 4 7 3 4 4 200.0 6 ' 4 3 3 6/ 4 3 3 6/ 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 *K,,,,,8N11ummv.,, 48.0 / �4,022��%or 12 12 12 11 11 12 12 12 7 7 12 8 12 5 5 iiiniauuum!= w,1- 4 -1THA. .11 -'.. 1n 63.0 �,/r � /����r(600� dr 12 12 12 8 8 11 7 11 5 5 9 4 6 4 4 72.0 ���r���r����������r�i��� /r /12 1212 7 7 10 5 7 4. 4 9 4 6 4 4 98.0 / ArZ���dr 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 200.0 /� �A//%, /� 4/0434:02/ �,� , 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 I CC # V4 "• 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 I III " 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 POINT �S 8 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 MAXIMUM SPACING (MIES) REQUIRED FOR VARIOUS DESIGN LONGS AND SPANS fFF��sstt�� • sg • •I,. M • • • • • ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3S EDGE DI SE SPANS UP TO 5' -6" (58860151) SPANS UP TO O 8• -8 ' (SEE NOTE I) SPANS UP TO 10' -8" (SEE NOTE I) CONNECTION C1 (SE8 C2 NOTE C3 TYPE 3) C4 CS CONNECTION CI (588 C2 N0TE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS • • • • • ••• 0 O O 48.0 12 12 12 12 12 12 12 12 10 12 12 12 8 8 63.0 12 12 12 12 12 12 12 12 7 7 7 7 12 12 12 6 6 Vt• y P ,le" . tI. 72.0 12 12 12 10 10 12 12 12 6 6 12 12 12 6 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 63.0 12 12 12 12 12 12 12 7 7 12 12 12 6 6 63.0 12 12 12 9 9 9 12 12 12 5 5 12 12 12 4 4 LLV4� 4 1- .1 • .- TIC 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 *. 48.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 '7 1111uun„„„,„„ A„(,, ,vq ,,,4�,„i,,r 4'•20 '•Y4' I4: i• 3 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 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 5 200.0 11 5 7 5 5 11 5 7 5 5 11 5 7 5 5 ANCHOR NOTE; 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ABLE 1 PANEL SPANS FOR SPECIFIC LOADS MUMT BE UMITNO TO 719g0p5E SHOWN thl TABLE 2 ENTER ANCHOR TYP RNpgND SCHEDULE IS SENCOHE. SSEHHEECEXXISTINGN5 STRUCTURE GREATER MATERIAL GREATER TMN OR EQUALDTO �SFIUTT ER SPAN UTTER AND SELECT SPA 3. ESS�EEE MOUNTING SECTION CCDEET�AIILS FOR IDENTIFICATION OKF CCOONNECTIOONN TYPE. 4. TRp FE E CEE1ANCLHOS SCHEDULE FOR ANCHOR TYPE BASED ON S. ANCHORS RS SATIONS INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. attar. EBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR T. SHALL EXISTING TEABLEES PRIOR TO POST-TENSIONED AND COORDINATECANCCHORAGE SUCH THAT CyAEBRL�pESS ARE NOT DAMAGED. e VARY. FIELD , NOT PLYW ODTT FASTEENING ARE LIYW000 IS ADEQUATE WOOD Y WOOD FRAMING FOR 5IDEggCCLOSURE PIE S. NOMINAL STUD (�( g� 9. 0 E DISTANCCETEEDAC[ TABLET NARROW FRAMING. WOOD STUD SMALL BE HAVE SOUTHERN PAN HEAD SS HEX GREATER DENSITY. LAG SCREWS SHALL 10. INABASE ANCHO SHALL MAY HAVE MINIMUM EIR 1/2" AN HEAD, TRUSS THREADS OR WAFER HEAD SIDEWALK BOLTI U. .N. 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE IN PRODUCTFIEVIS4G aseon 4)1118wivb she Fwnd$ RuldIsz Cud's AcMb"'oo Ne •. FsPtradsa FDate SCREW, NUT OR WASHERED W GNUT. MIN. X. 1/2 ANCHOR DIAMETER SPACING PER SPACING PER ANCHOR SCHEDULE ANCHOR SCHEDULE 0 0 12/06/2006 ALUMINUM EXTRUSIO ANCHOR PROM SCHED., TYP. 06 -537 a` A L E 2 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••-• • • • • ••• MINIMUM STORM PANEL SEPARATION FROM GS •thgl* POSITIVE DESIGN LOAD (WI IPSF) ACTUAL SPAN (LI (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) M04. PARAr U • FROM .AS;F€R INSTAIjfoNS ,LITER THAN 30' ABOVE GRADE (INCHES) 30.0 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 1 -7A8• • • 10 -8 4 -1/4 2.544 7, •li 40.0 • 3 - 6 3 -1/2 1 -5 /1f• • • 8 - 8 3 -1/2 2 -1/80 • • 10 - 6 4 -1/4 34118 • • 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 -5/8 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 • • 1• • • • • • • • • • ••• • • • T • • • •A • • • • • E • • • • • • 1 • •• ••• •• • • • • •• • • • • • • ••• •• TABLES t t 2 NOTES1 1, ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN (LmaxI. POSITIVE LOADS LESS THAN OR EQUAL 70 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 MIN. SEPARATION FROM GLASS. MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD IPSF) Lana ).. (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 8 -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 14.0.0 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 PRODUCT REVISED aseouptifavolditbssFlarids Beam Ca. AaaaateNa. • ; IMn Wit *AMY P •0 69am1Dale Dtvislaa 1 0 R 0 aft 12/06/2006 moo 30 NO150 (" ."LI 8 06 -537 (sheet 4 of 4.