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WS-10-1020INSTALL 1 PANEL SHUTTER Passed ' Inspector Comments CREATED AS REINSPECTION FOR INSP- 148972. CREATED AS REINSPECTION FOR INSP- 145022. Shutter does not cover opening, install shutter for inspection. NB PANELS MUST BE INSTALLED FOR INSPECTION NB CC- exe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until t nspection Number: INSP - 150209 Permit Number: WS -6 -10 -1020 1 Inspection Date: September 23, 2010 Inspector: Bruhn, Norman Owner: DORSON, BERNARD & GERMAINE Job Address: 10634 NE 11 Court Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Building Department Comments September 22, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1122320280440 Phone: (954)792 -4415 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2004 FOLIO / PARCEL # Value of Work For this Permit $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building \\ Roofing Owner's Name (Fee Simple Titleholder) J Q ti) /1o5 Phone # 30S ( - Owner's Address 1 O(j 3`1 pa i,1 ex l Cit 6,11 S t .2S state R— zip 3 31'J * 7 Tenant/Lessee Name Phone # Job Address (where the work is being done) oko2j 1' . „ c. City Miami Shores Village County Miami -Dade Zip 3 133 Is Building Historically Designated YES NO Contractor's Company Name , • 4434.. : -t coQ u...4caph # gs•Oci .LL LS v aLt3 Contractor's Address 40 0 51..0 (O '2 ` cit - 1�'-� woo O� State �1 � Zip 3 0� 1 tt cc Qualifier N a m e C& µ p 1,,1,05 C 1 , � 1 1 Phone # 4`1 — ) c •115{ 4 -(t State Certificate or Registration No. c L, p Le 1$C10 Certificate of Competency No. Architect/Engineer's Name (if applicable)'' f eAn V'l x.313 a.4 0 Phone # x '15 4 b54 La Ca 6 Type of Work: ['Addition ['Alteration ❑New 2 0 Demolition Describe Work: ) l I P.1.) et --t 1-Q ** ** r r�r**** �r *** * * *�r**** **�r�r*** ** F ** *** ** * * * **** * * *** ** *** * * * **** Submittal Fee $ W (J✓ Permit Fee $ //Q CCF $ i Notary $ I Paining/Education Fee $ CO -� Technology Fee $ Scanning $ erD Radon $ Bond $ Code Enforcement $ Double Fee $ Permit No. (S la- I n 23 Master Permit No. Square / Linear Footage Of Work: CO /CC 1.(00 DPBR $ Zoning $ MCMIWZ JUN 0 2 201 Structural Review. $ Total Fee Now Due $ 1, See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection 'e will be charged. Signature Owner or Agent Contractor The foregoin ent was acknowledged before me this The foregoing instrument was acknowledged before me this day of 2010, by A eit10,.. a 1 2 - , 1zS55 " 1 f , day of 9Jk.li , 20 t? by (U Qj,ud k__ J.Ar.11 , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * ** * * * * * ** * * ****** * * **** r ********* * * ** * ** * * * * * ** * ** ** *** * * * * ** * ** APPLICATION APPROVED BY: (Revised 07/10/07) NOTARY PUBLIC: Sign: Print: My Commission Exp as identification and who did take an oath. * * * * * * * * * * ** Plans Examiner Engineer Zoning FHA - DIAGRAM SHEET •••• • ••4 el. • •• 7 I • • d • 1 • • triMER4VAME • • • • • • b • • •• LEAD NUMBER I 0 Pt s3 TYPE OF PROPERTY f"f0'r1C ROOF HEIGHT 11 ' MEASURING TECH FLOOR NUMBER MEASURE DATE TOTAL FLOORS • • F r,, •;-.. F , . ..... ..... IiII...® ..... ..... ..... ..... .IIII... �.!R�� �r\IE �i it is i Iiiii 7i . 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RI Il (II . -_--- LL.I■■...I.......II! ••••. • .1 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft -62.2 +46.5 -59.8 -58.0 +45.2 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 -53.8 +42.3 -53.1 +41.9 -52.5 +41.6 16 ft 53.1 +47.1 - 60.6 -58.8 +45.9 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -532 +422 18 ft 84'6 +48.3 - 62.1 -60.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 - 58.8 +44.3 - 55.9 +43.9 - 552 +43.6 -54.5 +43.2 20 ft -66.1 +49.4 -63.5 -61.6 +48.1 +47.1 -60.2 +46.4 592 +45.8 -58.1 +45.3 -57.2 +44.9 55.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -602 +46.8 -592 +48.3 - 58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft -68.7 +51.3 -66.0 - 64.1 +49.9 +49.0 -62.6 +48.2 -61.4 +47.6 -60.3 +47.1 -59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 26 ft 59.8 +522 57.1 -65.1 +50.8 +49.8 - 83.6 +49.1 - 82.4 +48.4 -81.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -70.9 +53.0 - 682 -66.2 +51.6 +50.6 -64.6 +49.8 -63.4 +492 -62.3 +48.7 -61.4 +48.2 -60.6 +47.8 -59.9 +47.4 30 ft -72.0 +53.8 -692 - 67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 -62.3 +48.9 -61.5 +48.5 -60.7 +48.1 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 56.5 +51.3 -652 +50.6 -64.1 +50.1 - 83.1 +49.6 - 82.3 +492 -61.6 +48.8 34 ft -73.9 +552 -71.0 -68.9 +53.7 +52.7 - 67.3 +51.9 -66.0 +51.3 - 84.9 +50.7 - 84.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 +55.9 -71.9 - 69.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 - 65.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 -88.5 +51.9 -65.5 +51.4 -84.6 +51.0 -63.8 +50.6 40 ft -78.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 - 872 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 +57.7 -742 -72.1 +56.2 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 -66.9 +52.5 -66.0 +52.1 -652 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +56.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 -67.5 +53.0 -68.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -892 +54.0 -682 +53.5 -67.3 +53.1 55.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 58.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.6 +58.8 -722 +56.1 -71.0 +55.4 -69.9 +54.9 59.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 -76.6 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 80 ft -83.3 -80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 -60.5 +55.4 +62.2 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 - 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 -50.4 +46.5 " 92 , 2 -48.3 +44.4 - 47.6 +43.7 - 47.1 +43.1 - 46.6 +42.7 - 462 +42.3 -45.9 +41.9 -45.5 +41.6 16 ft . +47.1 -49 +45.9 -49.0 +45.0 -48.3 +44.3 47.7 +43.7 -47.3 +43.3 -46.8 +42.9 -46.5 +42.5 -462 +422 18 ft -52.4 +48.3 - 51.1 +47.0 -50.2 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43.9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 48.7 +44.5 -48.4 +442 22 ft - 54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 - 54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 26 ft -56.6 +522 -552 +50.8 - 542 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft -57.5 +53.0 58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 -55.9 +51.3 - 55.1 +50.6 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 52 -552 +50.6 - 54.7 +50.1 - 543.8 -54.2 +49.6 5 +492 -53.4 +48.8 34 ft - 59.9 +552 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 - 55.4 +50.7 - 54.9 +50.2 54.6 +49.8 -54.1 +49.4 36 ft - 60.6 +55.9 -59.1 +54.4 -58.1 +53.3 - 57.3 +52.5 58.6 +51.9 -56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +66.5 - 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 58.7 +51.9 -582 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft - 62.0 +57.1 -50.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 51.1 +562 -60.0 +55.1 -592 +54.3 -58.5 +53.6 -57.9 +53.0 -57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 - 58.0 +53.0 - 57.5 +52.6 -57.1 +52.2 46 ft "63.8 +58.8 -62.3 +57.3 -612 +562 - 60.3 +55.3 -59.6 +54.6 - 59.0 +54.0 -58.5 +53.5 - 58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 51.7 +56.7 - 60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 - 58.6 +53.6 -582 +53.1 50 ft - 64.9 +59.9 -63.4 +58.3 - 622 +572 -61.4 +56.3 -80.7 +55.6 -60.1 +55.0 -59.5 +54.5 59.1 +54.0 -58.7 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 - 62.8 +57.6 -61.9 +56.8 -612 +56.1 - 60.6 +55.4 -80.0 +54.9 59.6 +54.5 -592 +54.0 54 ft -68.0 +60.8 -64.4 +592 -63.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -66.5 +61.3 - 84.9 +59.7 -63.7 +58.5 -62.9 +57.7 -62.1 +56.9 -61.5 +56.3 - 61.0 +55.8 -60.5 +55.3 -60.1 +54.9 ft -67.5 +622 -65.8 +60.6 -64.7 +59.4 -63.8 +58.5 - 63.0 +57.8 -62.4 +57.1 -61.9 +56.6 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F:103 Elements\10 Loading \11 Calculators \ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0- 60).dwg 2007 LORIDA BUILDING CODE & ASCE 7 -05 DE LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELO;C II'1( =;11�;h�R ; EXPOSURS� e': INSTRUCTIONS FOR TABLE USE 1. TABLES ARE INTENDED TO PI A IE'WQRSj CCAA,� PRESSURES. 'W R CASE IS DEFINED AS THE CRITICAL C N OF Y N (16VN AS $E SA RI BED BELOW. USE OF CRITICAL CONDITIO Q FOR S TH E T LES 2. FOR SITUATIONS THAT RIEWIR K 1.0, V &L ES ARE DER DESIGNED BY A FACTOR OF 1.18. VERIFY Kd RSQUIREAIENTS WIT" L0(i4►(►1UNICU. T'[ZIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES 1 FSS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. CANNOT BE 5. IDENTIFY THE BUILDING MMFEAA I V C �RA E) OOF IIIEJGHT j1-1E N ROOF HEIGHT 6. ALWAYS ROUND UP ROOF HEWH r 4EV' wf�n V $ LU U QR TIT 4 CONSERVATIVE ASSUMPTION. • • • • • • • • • 7. CALCULATE THE TRIBUTARY ARRA OF Ti IE OPENING IIII QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MLR'RPLIEla AN EFFEORTVE WilliT•I TiIAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. WALL ZONE FIGURES MIRH =O -60' • • ESED ON Kd =0.85 E TABLE NOTES: FOR ALT Kd GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = + / -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd -0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a f-t ff PEAK ROOF HEIGHT MEAN ROOF HEIGHT C 0 9 m z to REMARKS INIT ISSUE REVISE FOR 07 EEC DRWN CL CHKD FLB DATE 04/19/05 TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED W WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING ;< EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH *9885 • • BUIMIXG LODE CO11Q$LIANCE OFFICE (BCCO) PRODUCT CONTRQL DI3'ISION • • • • NOTICE Old li EPTANCE (NOA) Towa & Country ndu'stries, Inc. 400 Ni' :McNab }bMJ • Ft. hav4gtdale, Fjgjj ft 33309 • • • • • • • • • This 1�b,1� is beir issuad under the applicable rules and regulations governing the use of construction materials. The tliffilitntation 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" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03 & consists of this page 1, evidence submitted pages E-1 and E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. • o1. /6 /Zeo 6 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2408 www.buildingcodeonline.com NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02 /16/2006 Page 1 • • • Town & Country Industries, Inc. •••• • • • • • • '1QTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • • • • • 1r *' • :EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 • • A.... DRABS: • • • •'1. ' •IJr 4ving Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 • • •ugh 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last • :.'• • ''t ir°'"1 dated October 26, 2000, signed and sealed by V..1. Knezevich, P.E. • •••• • .. • B.... 'TESTS: 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 00 -028 dated 06/28/2000, signed and sealed by Christopher G. Tyson, F.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 10/2612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: 1. Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Aluminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 592F dated 06/26/2000, for Aluminum Alloy, signed and sealed by Ramsh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 H elm A. Makar, P. E. y � Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. • . • • •••• • .. • • • • • .. • • D� • • • : QUAJITY ASSOURANCE . .. 1. Bx 4Iiiuni - Dade County Building Code Compliance Office. • • . •NQTICE OF ACCEPTANCE: EVIDENCE SUBMI1 °IED • E. • MA'FEWAL CERTIFICATIONS • • •'1. None. .... . .. .. • •••• • • 3 • • • • NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton - Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor Analysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOURANCE 1. By Miami - Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 g e,(A• it/x/fe Minty A. Maker P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 B • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• LABEL LOCATION 2.02" 1.05" (TYP.) 1.0 SEE NOTE No, 10 12.00" COVERAGE 1.05" MIN P. 1.17:' 07' 0 0 tV 094" T P rn 094 N 062 c 062 "I .� 030" 1/4 -20 MACHINE 1 5" TYP. SCREW (012" 0.C.ISTUD - .37 DIRECTION MAY �-- n BE REVERSED)) o II in O STORM PANEL SCALE i 3" = 1' -0" N -.632" 5.00" MAX. 5" R 1.525" 060 .090" 1.00" MIN. SYM .315" R 4b STUD ANGLE D ANGLE O C -TRACK (FINISH) 68 C -TRACK O BUILD -OUT F-TRACK SCALE : 3" = 1' -0" SCALE 3" = 1' -0" SCALE :HALF SIZE SCALE , HALF SIZE SCALE :HALF SIZE GENERAL NOTES; q pCl� S E E5� q5 N [ E E Ip . � Tp N NCE ( yp 1. y E7I.�jS AHE P p RO p V E ISIQI OATT Er g E " Ng QTIC H E IS I gli lY NIFO R T HE HIGH VELOCIT� N ���� NE CIF L IV p rigOf LE THE T OrliID BUI LD E ING IJ COD p E 20 2. PRSH WINO" OAD A p Cd a 1 VA 7SED FSOER WO ELAO SCRREEWG 3. UUEEE D 3g IG IN WITH GOVERNING CODE NO GOVE 4• �F1O5NES5F TEP SPE E CIFIC A T �M.IryI177gg S SH TER SYST E MCLUOE INFORMATION 5, H ED FLO 7 RIDA ADM S g TtiA 11 T pE IVEE C pp E H ggTy COMPLY WITH g8 C H CHHAP� 61015-23 1 1 0 1 55 1 - -222 3 6. pRgqTOVI yy AD E HN ITHE a9 MATER AL RR T S ,1 T � u SUO T S A ([ j E� H �� E pp R TTI EI Oo . NN pp 7. THEI-{ EENAPOPHH�dKTIOO CUMEpNNTSSIpTIOyNSS T THESE APPROVAL DOCUMENTS WILL VOID 8' BUILOINGDFFlCIALO MAY ELECTEONE OF T�E F OHESWAiteON • ON S QOCUMENTS, THE Al S R5qq VQQ is 1 55�P FI pO j p U p E A B �.Fj�� U g p S E H g ��,�E DH gy�515 E DATE A7 � PRA CI1TC� NGIN i�.1 dpC l g l W A6 S A TO THE O B p p vlil G p OFFICIA BI Wan D 6'71 THE MIA 1 A EEOUNTY r PR�OUCT CGNTRLPDIVISIORR ANO ZONE AREAS ONLY xB� BE ACCEPITED BY THE BUILDING OFFICIALS 9. DUCT 7 INGS S LI �r HHIN 2" 09 ON E p p HE PANEL WITl A U OF ON MARKLNG PEl E R PA�EL AND SHALL E BEPERM LABELED A LLOWS: TOWN • COUNTRY INDUU INC. ST pp EL I N S NBA N i-Pa I I- DADe ODUrCTA 10, LI , y HH O HI{ FOLLOWING MIMUM T 55 AN0 NENANICAL PROPERTIESA NOMINAL O.RO� 11. F ALLL EEXTRUSIIONNpSyySTRENSHAHLLL�y85GTH OP 56066`3 - 7gK.S.6EA�LgUMINUM ALLOY, U.O.N 12.A MINIMURSTEN5ILE 1 LAZED OR STAINLESS STEEL WITH 13.00 CRATT" ANDNUIAHEAOER MOoUNTINGiSNDITNONSL APPLICABLE, EIXCEPT I/ SEE NOTE No. 10 6.000" COVERAGE 8.332" (f HALF STORM PANEL SCALE : 3" = 7' -0" 886" . 090" 2.02" I I '6 O .062 2.250" O IV HEADER O 3a °U° HEADER BUILD-OUT "U° HEADER SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 3.385'M . 177" TYP. e" 313" ,377" Lmax., SEE STORM PANEL SPAN SCHEDULE - TABLE 1 TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = 1' - 0" WIDTH UNLIMITED 1 (PERPENDICULAR TO PANEL SPAN TYPICAL SECTIONS Q J 0 0 W x u z Q N VIEW \' 0 �0 2 375" I 375" .1,2.000"I 55" .094" T 0 0 01 .120 r .125" 1 10-70 .4 0.090" (TY 655" .190' a .376" 094" .094 0 2 020" 0 465" 1 ' 2.00" MIN. 5.00" MAX. .250" ••_• • °P TRACK SCALE :HALF SIZE TOP MOUNT 2.250" .376" .190' 1111111H1 ,11 __- HOLE war 7__________., \‘,5.". s,_, 1/4" /, I �7 j MAX. _YHOIPA.OT (TYP BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" - .315 "9 1/4" MAX. .060' 3.00" MAX. 2.250" ♦ i 52 "• P.) 0.090" (TYP.) I � 2.00" ZOPTIONAL LEG DIRECTION O °P ANGLE -TRACK SCALE : HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN Y . Y THE SHUTTER AND WALL • • • ALUM. ANGLE BUILD -OUT CLOSURE PIECE DISTANCE 1" x 2° x 0.125" MIN. TO 2" x 5" x 0.125" MAX. 1/i.-0 • IFiEI'T10NSIA •BERE�ERSED>• c • • • .1 " •YP. tv .640" 655" (2ANIAC 3 ALL WING NUT SCALE g HALF SIZ FASTENER @ 12 , FOR DESIGN L•• /DS LESS THAN OR EQ `- TO 110 P & @ 8" 0.C. FOR DESIGN LO ' • "• • ER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE. 1 -1/2" = 1' -0" 1/4" MAX. E T Ji MAX • CREW ( 1/4 -20 ACk( MINE • C. J • • BE REV • CBE REVER •E Dl' • •1 8' R" TYFi • • • • a•i • 2.00 "I ® • •• ••• • • • • • • • • ••• • • • • •• • c SjUANGLE � • r -� GCALF•: 3�= 1 �" S • 7 .875" .563 "0 n^ (OR GA. 50" 6063 -T6 ALUM) KEYHOLE O WASHER SCALE • HALF SIZE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR A SCHED. FOR ANY ACCEPTABLE NCHOR) 07 PRODUCT REVISED as cootgeootplYlog with tilo 1110PIds Code Acceptance No o - Expiration Date 1I 11=Y1i R9 ' .a...- i• Li Dade Division ERBIUM unman V J, Knezev)ch Professional �. 10983 y i ... R ucense l / a + I 9 905 A O O J W a5 ® Q2 Z I °ne 06/29/20051 asNOrm 1S a 1 05-31 ( sheet 1 of 6 DETAIL (BASS THRU' SEC.) ANCHOR SCHEDULE 1/4 "01TW W/ 1 -3/4" (CONC.) OR MIN. (BLOCK) EMBEDMENT CONC. (3.33 K8 TAPCON MIN. 1 -1/4" HOLLOW BIOCK 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. W.35 BBB 1/4 °00 MIN. 2 -1/2" LONG W000 LAG SCREW W/ MINIMUM 1-3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN W002 12" I 4" T" 12° - • N E • • ••• • • • •• • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • ••• EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNECTION TYPE -1/4" MAX. REFERENCE ANCHOR SCHEDULE FOR MAX. n CONNECTION TYPE SPACING REFERENCE ANCHOR EXISTING CONCRETE, SCHEDULE FOR MAX. HOLLOW BLOCK OR SPACING WOOD FR O WALL MOUNT SECTION SCALE. 3" = 1' - 0" NG CONCRETE, HOLLOW BLOCK OR WOOD FRAMING N 616 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. ' SPACING �� / .._. - \ MAX. 1/4" MAX. CONNECTION TYPE REFERENCE ANCHOR SCACDNG ULE FOR MAX. O CEILING/FLOOR MOUNT SECTION SCALE, 3 " =1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 • (4X MAY BE REVERSE a CONNECTION TYPE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (TYP. TOP AND BOTTON) W 4 aF EXISTING 0: ' GLAZIN I- . w w W 10 x < J SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 PTIONAL LEG DIRECTION CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O. EO OPT ONAL LEG DIRECTION /-1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR w W000 FRAMING z z 4 RECONNECEO 1 ` SCHEDULE FOR MAX. F 1 SPACING oW w0 W 1 .N x z w GLAZING -1/4" MAX. O B BUILD -OUT MOUNT SECTION SCALE. 3" = 1' - 0" O "PASS THRU° SECTION E SCALE. 3" = 1' - 0" STORM PANEL SEPARATION FROM GLASS TABLE 2 81 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT (3D 12" 0.C. (TYP. TOP 0, BOTTOM) THREE 1/4 "0x MIN. 4" LONG W000 LAG SCREWS @ 24" 0.C. MAX. WITH 1 -3/4" EMBEDMENT INTO W000 MEMBER 14x 3/4" TEK SCREW d 12" 0.C. 1 BETWEEN ) TRUSSES EMBEDMENT 2 "x5 "x1/8" x.CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM, FLAT 1/4" < MAX. E /4 "0 THRU BOLTS W/ LOCK NUT @ 12" 0.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" ' x v a" n CONnErnoN TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR 5 HEDUI4 • 0R MAX• • CI�' • •• • • •• • • • • EXISTING CONCFQte • • HOLLOW BLOCK OR • WOOD FRAMING (TYP. TOP AND BOTTON) e a 0 w u N z N O CEILIN MOUNT / BUILD OUT SECTION F SCALE. 3" = 1' - 0" •• • • • • • • ••• E • 'JG• XI • SLAZI@ SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER @ 6" 0.C. OR @ 12" O.C. ,BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY W/ KEYHOLE WASHER. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE WASHER C1 CONNECTION. TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © °F' TRACK/DIRECT MOUNT SECTION SCALE. 3 " =1' -0" 1- 1/2 "1 -1/2" WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. u 0 0 • • •• • • • • • • • • • • PROOUCT REVISED Balding Code NIOPIo 148 RomP00Dce No 0 S•_ 0"113.03 010 0 03 AS NOTB) Eamon, ri"""I 13:11111111111 ['"' 06/29/2005J °mwbg m 05 -353 ( sheet 2 of 6 ( 0 N 8 a 0 0 r0 2 a • • ••• • • •• • • • • -• • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• WOOD ROOF TRUSS OR FRAMING MEMBER EXISTING STUCCO FINISH OR PLYWOOD SOFFIT EXISTING GLAZIN 1 "x4" OR r x 6" 062" CONT. ALUM. TUBE (6063 -T6) GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 SEE MIN. STORM PANEL SEP. FROM GLASS TABLE 2 2" x 5" x 1/8" CONT. ALUM. STUDDED ANGLE W/ 1/4 -20 STUDS @ 12" O.C. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O BUILD -DOWN / BUILD -OUT SECTION G SCALE: 3" = 1' - 0" 1- 1/2 "1 -1/2 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w 0. a. 1- W m X E 04 m Q W 0 u Ia Q 0. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE, SPACING HOLLOW BLOCK OR WOOD FRAMING NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN ° h • HEADER OR ° U • HEADER TOP MOUNT O C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" f114 x 3/4" TEK SCREW BETWEEN TRUSSES ONE 1 /4'0x MIN. 5" LONG W000 LAG SCREWS 24" O.C. MAX. WITH -1/2" EMBEDMENT INTO WOOD MEMBER TWO 1/4 "0x MIN. 4" LONG WOOD LAG SCREWS 24" O.C. MAX. WITH 2-1/2" EMBEDMENT INTO WOOD MEMBER 4 io n E J -1/4" MAX. u as L3 N N p X o J B N EMBEDMEN TWO 1/4 "0x MIN. 4" LONG STAINLESS STEEL WOOD LAG SCREWS 24" 0.C. MAX. WITH -3/4" MIN. EMBEDMEN IN CENTER OF STUDS EXISTING GLAZIN 1/2" PLYWOOD 2" x 6" P.T. CONT. WOOD BLOCKIN TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT /4-20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD /16" 1.0. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) 1/16" MIN. O C -TRACK ASSEMBLY - (BLOW UP) L SCALE: HALF SIZE EE MIN. STOR PANEL SEP. FRO GLASS TABLE 2 • •• • • • C5 CONNECTION TYPE • • • • USE 1/4" WOOD LAG SCREW OR • • • • 1/4" ELCO - MALE /FEMALE • • • PANELMATE REFERENCE ANCHOR • SCHEDULE FOR MAX. EXISTING SPACING W000 FRAMIN CONT. 3" x OR 4" x W000 FRAMING REQUIRED -1/4" MAX. W W Z m F EMBEDMEN O ' W W N V N W Z a E J 4" MAX. 1/4 "0x MIN. 2 -1/2" LONG STAINLESS STEEL 'WOOD LAG SCREW @ 12" O.C. W/ 1 -3/4" EMBEDMENT INTO WOOD BLOCKING O CEILING/BUILD-OUT MOUNT SECTION SCALE: 3" = 1' - 0" USE®OR 6a WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD EXISTING GLAZIN SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 INAL LOCATION OF STUD O C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1/2" 0.0. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT ITYP.I 1810 1 /4 "•x MIN. 4" LONG •STMONLWS •TEEL • • •WO•D LAG SCREWS • •® i:" 0.C•MAX. WITH • •1 -384" filN. EMBEDMENT 11TO BIASSING ••• STUDS 1" x 4" x 1/8" x CONT. ALUM. TUBE O BUILD - OUT/FLOOR MOUNT SECTION SCALE: 3" . 1' - 0" IVO • • 16x3E1A ••• SO •@ 1 ,'•MAX. • • ••• •• 1/4" MAX. ON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • • • • • • • • • PRODUCTRBVISED Bahllagy EZo800rll AIZepfamallo05 "0 f3.OT E p1r taaa Data iriu fi • to Coated 0 Z 0 co m GDuIlIIuI ninonu'■■ ( di° 06/29/20051 AS NOTED r "" MIX IWO 05-3'63 sheet 3 of 6 Q 8 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •. • El EXISTING lr� GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EMBEDMENT 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8 6063 -T6 ALUM. BENT PLATE 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP. 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063 -T6 ALUM ANGLE EXISTING BAY WINDOW MAX. a ® TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" .1'.-0" XISTING WORD FRAMING o CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —1/4" MAX. Z J as a 0 N 34 4' E -J 1/4 -20 S.S. BOLT & NUT CO 11" O.C. 2 "x5 "x1/8" CONT. ALUM. ANGLE 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. Z` SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING O WOOD CEILING/ INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1" OVERLAP 1 .2 9 1". 2" 2 "x 2" SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 9OTYP. 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT @ 12" O.C. (CONNECTS TO ADJACENT PANEL) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING EXISTING GLAZIN x 0.055" 6063 -T6 ALUM. TUBE 5" LONG HANDLE RIVETED TO PANEL WALL MOUNTED 5 "x2 "x1/8" x CONT. STUDDED ANGLE (SEE SECTION T) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING © WALL MOUNT SECTION SCALE: 3" = 1' - 0" O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. .§ . 1"x 2" 2 "x 2" x 0.055" 6063 -T6 2 "x 4„ 2 "x 5" ALUM. TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH SIDES) 1/4" MAX. GLAZING 1/4" MAX. HOLLOW EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING' • •• • • • • DETAAS NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "h" HEADER OR "U" HEADER TOP MOUNT. C611scT E © WALL MOUNT/ BUILD OUT SECTION SCALE: 3 "= 1'- 0" (MAX. PANEL HEIGHT = 7' -4' & MAX. DESIGN LOAD x72.00 PS.P.) O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" NO -SERU TURAL j • ISH • • • •MA�jER!AL ERICIj OR MOD • • • • . NNECTION gMEU OR • • SPACINGS FOR X. /4" MAX. • ••• •• •• • • • •• • • • • • • • • ••• •• 0 (1 Ll1 1/4 -20 STUDS I' 0)12" 0.C. 11 1` C4 TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NON - STRUCTURAL FINISH MATERIAL 3/8 "0 HOLE FOR FASTENING PANEL P RODUCT REVISED meamptylaE fffievv>� , 9brMa EtaldIng A aeN oo5'- 0113. Napha)an Dade 11/111" It. o I o i By a✓ if [ L Miami Dade Ca4B4' Division N 1 AS NO1SDl L�7 2 2 F Q .T �-7©huuuuuI CH1111111 [ °ex 06/29/20051 1 4cRI WWI xmmq �. 05 -353 sheet 4 of 6 I ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ». ANCHOR TYPE LOAD I WI P.S.F. MAX. (SEE NOTE 1) MIN. 2' EDGE DIST CE MIN. 3 EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE / PANS UP TOv 8' -8' (SEE NOTE 1 -' SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1 SPANS UP TO 8•-8" (SEE 50TE 1 SPANS CONNE C1 12' (=NOTE (SEE C2 UP -0" TION NOTE C3 TO 1 TYPE 3 C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3 C4 CS CON C1 SEE C2 pra X3 F(PE 3 4 C5 CONNECTION C1 (SEE C2 6107E C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONCRETE 5111.1 iti,....11i ...._- 11-1/75.1Z. Tpppp 0N W/ EMBEDMENT (MIN.3,182 PAL WNCRE®) 43.0 14 14 14 14 14 14 14 1 12 10 14 14 8 8 7 14 14 14 14 14 14 14 14 14 12 14 14 8 10 9 50.0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 72.0 14 14 12 10 9 14 14 5 7 6 14 12 3 5 4 14 14 12 12 10 14 14 6 8 7 14 12 3 6 5 84.0 14 14 8 9 7 14 14 4 6 5 14 12 3 5 4 14 14 9 10 9 14 14 4 7 6 14 12 3 6 5 150.0 14 12 3 5 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 43.0 % 12 9 A At A 14 14 / 10 14 14 14 12 14 1 f 4 � 11 10 8 14 14 4 7 6 * 77 50.0 / /A� A /y /// // a AA , /y A i�rA�i , ® 1 1 C 4 21E100 ® ©m pp ilm,1 666666 gg NN 'V4 2 CR S r EL u! _ _, _: ••,..0 84.0 / /�A / /L/IfliArAai r /� rAMO.® ©®' ' N©DLIEIMm %t'117 10 9 150.0 % % %/// i //. / / / / / //,'//. %EIE7 / //,______ 7i •? 91W1t1•RUAl MW:= 43.0 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 FE .1 1N 5 0.0 t " - €L .1 Cp �N O M LI . fA11 L MA E E / 1 1/4 1 - - 2 7 01141E E & IN. (M 3.000 P =Nam 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 12 9 7 72.0 12 12 10 8 12 12 7 12 9 12 12 12 10 12 12 8 ,2 12 6 5 84.0 12 12 . 8 7 12 12 6 12 9 r 12 12 10 9 12 12 7 • 12 12 6 5 150.0 12 9 5 4 12 9 5 12 9 12 12 6 5 12 12 6 12 12 6 5 43.0 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 ' 14 12 1/4 "O ELCO CRETE PLEX / 1 - 3/4" MIN. EMBEDMENT ,890P • • ., ,- 50.0 14 14 14 14 14 14 14 14 14 • 14 14 14 14 14 14 14 14 14 • 12 10 72.0 14 14 14 12 14 14 10 14 12 • 14 14 14 14 14 14 • 12 ' 14 13 9 7 84.0 14 14 12 10 14 14 8 14 12 . 14 14 14 12 14 14 10 1 14 13 9 7 150.0 14 12 7 6 14 12 7 . 14 12 • 14 13 9 7 14 13 9 14 13 9 7 (1 43.0 14 14 14 12 14 10 13 13 • 14 14 14 14 14 14 13 14 14 9 7 Lk x}11 p ) \1 \1 14 1 1 " /2 ,EL NIN 12.0 14 14 • 9 7 , 14 ill . "5/11 1 6 8 6 14 14 11 9 14 14 7 - 10 8 5 4 ( E AEDM .y 1 3.920 PAL ••;, •r 13' 14 14 7 6 9 V 5 8 6 / 4 14 14 9 7 12 12 / 6 10 B/ 5 4 150.0 8 6 4 3 8 6 / 4 8 6 10 8 5 4 10 8 5 10 8 5 4 HOLLOW CONCRETE BLOCK il.imikiAi�iiil8idiiGtir 43.0 14 14 8 6 10 10 5 7 7 , _ 14 14 10 8 12 12 7 9 9 5 4 NI1 ,�,r/, 1 -q/ MIN. EMBEDMENT 50.0 13 13 7 5 9 9 5 6 6 14 14 8 7 10 10 6 7 7 / 4 3 72.0 9 9 5 4 6 6 0 / 0 84.0 7 7 A 4 3 5 5 / 3 4 3 / 9 9 5 4 6 6 A 3 A5 4/ 3 150.0 4 3 07////m ON MmMOV2EE3M_ �E�MQ�i 1 * ■ W 77 /6 l S 60 - I14 1 /4 -MACXI S E C W L 43.0 /// a� /� / / /U �f� / /A� %7 /.E�7EI_©EIBI ®r ...Era 50.0 / / /ArA, /�Ar /� /7 / /� / /Ze� �r� a.A��.mo_�OBIm r � Mai//, �r / � aA ® /y �V 72.0 84.0 / /11AV / / /� /�iONW A il/JrA® MEWAE NNElarAV //A 150.0 ANY//I//AW.VA �/ArA YA�i � /z��rowrrmar / , • RAITTTUIIU N11111111= . a... UR1n1111111= Y141--201VFEI-L' h' . MACHINE SCREW ITH tJUT 43.0 12 12 10 8 12. 12 7 11 11 5 12 12 12 11 9 12 12 8 6 12 12 5 4 50.0 12 12 8 7 12 12 12 6 10 10 x 4 12 12 12 10 8 12 12 7 5 10 10 A 5 4 72.0 12 12 6 5 9 4 7 5 3 12 12 5 7 5 10 10 4 4 7 5 7 3 3 84.0 12 12 5 4 6 8/ 3 7 5/ 3 12 12 4 6 4 8 8 / 4 3 7 5 ! 3 3 150.0 7 5 3 7/ T 5 3 7 5/ 3 7 5 3 3 7 5 3 3 7 5 / 3 3 1/4 EMENT FLEX € 43.0 14 14 14 11 14 14 9 12 12 7 14 14 14 11 14 14 , 9 8 13 13 7 50.0 14 14 12 9 14 14 . 8 . 11 11 6 14 14 14 12 9 14 14 M 8 6 11 11 6 4 4 8 6 0 4 13 114 13 4 7 5 9 9 5 4 8 6 4$ 4 3 84 0 13 13 7 5 9 9% 150.0 8 6 4 3 8 6 4 8 6/ 4 8 6 4 3 8 6 4 3 8 6 4 3 11 /40 i " ELC�O TAPCEMEDON W/ -/4 M. EMBEDMENT 43.0 14 14 10 8 11 11 7 8 B 5 14 14 14 73 10 14 14 9 7 10 10 6 50.0 13 13 9 7 9 9 6 6 6 4 14 94 14 11 8 12 12 7 6 8 8 5 4 72'09 9 6 4 6 6 4 5 3 3 12 12 4 7 6 8 8 5 4 6 4 4 3 .84.0 5 8 5 4 5 3 150.0 5 3 3 � %/. 5 3 3/ 5 3/ 3/ 6 4/ 4 3 6 4 / 4 3 6 4 4 3 ANCHQR SCAEDULE • • • FASTENER MAXIMUM SPACING (INOf) REQUIRED FOR LOADS AN1bSI ANS • - 3nws "ISDGI ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) ��VARIOUS - •FSI=V +Intl +Syj_11] ]M.I.MxillM EISP•NSRJP 50 • 6' -0 • (SEE 610711 1) SRAN` UO TO .' -8 • • • (SEE NOTE 1 SPAN. UP 0211.41r • (SEE NOTE 1 CONNECTION C1 (SEE NOTE C2 • TYPE 3) C CS CONNECTION C1 (SEE CO NOTE C3 TYPE 3 C5 CONNECTION WI (SEE NO NOTE C3 TYPE 3 5 QOOM 2" MIN. 43.0 14 1 M' � 0�4�1 4 1 11E: 1>�6n0 50.0 14 74 OE 1 1Yfu:iLyiLLMNIMDUU L 1 /4 "O gg MI 3 ppI ��p 1 ssicO EgMBER RAI R w i00 GGAIN O R PERP. TO W 72.0 14 14 ,•• ��Q y��`Q- 1311 84.0 14 ICI ■QIEIE21. b& Li © 50 0 14 14 14 � 7 fY � %/g, 00:1natlttla VIVO WOOD g " g W ppN ONt�¢¢ BU 5599 S INO 1 / 1 43.0 14 14 14 � � 13 13 7 / // 9 9 3 50.0 14 14IMMO ®DrararEIVANYi 72.0 11 11 DrIMmNW EN!% O rA 84.0 9 9 © mMO r,E�IiNN 5 4 • 43.0 14 14 14 14 14 14 • ti■pI 50.0 14 14 14 14 13 13 PENAL' EPANE 1 MLkEiE° W 1f4 1 20 M SeCTiEIt WI N NUT 72.0 14 14 12 12 9 7 84.0 14 14 10 10 9 7 el 150.0 9 7 4 9 7 / 9 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • 1. • ••• • • • • • • • • • • • • • ••• • • • • ••• ANCHOR NOTES: SWAIN RryM�� yp SPANS AAOLOW AND LLS ORORSM PANEL SPANS FOR SPP LOADS MUST B86 LIMITED p TO MOO SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. RX STRUCTU HEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING M IDI ERS, N O PILYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR FASTENER 8. WHERE LAG SCREWS FASTEN TO EDGE DISTANCE LOCATED A CEPTABLOF ONOMINAL OO FACE OF STUD FRAMING. W 0 0 STUD SHALL / BE "SOUTHERN HEAD -0 XR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS 9. MACHINE SCREWS SHALL MAY HAVE EITHER A PA 1/2" EAD, TRUSS HEAD OR HEAD (SIDEWALK BOLT), U.O.N. • 10. Pr ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1. 11. •.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. PRODUCT REVISED as complying with 810Rbd& EskRag Cade AOapismco NoO - 07 • 0 Expiration Data Maml Dodo Division 0 1 f E O -i W 6 � Oi Z 15" °b 06/29/2005 AS NOTED 8 1 Si,L•.:1 WW1 05-3'63 sheet 5 of 6 t QmJW NI MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (N LOAD ( ( ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 40.0 8 -8 3 2 -1/4 10 -6 5 3 -3/8 ._ 50.0 8 -8 3 2 -1/2 9 -10 - 5 3 -1/4 60.0 8 -8 3 2 -3/4 9 -5 5 3 -1/4 70.0 4 -0 3 1 -1/2 8 - 8 3 3 9 -0 5 3 -1/4 BOA 4 -0 3 1 -1/2 8 -4 3 3 4 -0 3 1 -1/2 i0-, alb =11:11'. 2 -3/4 100.0 4 -' 3 1 -1/2 7 -3 3 2 -1/2 110.0 4 -0 3 1 -1/2 6 -9 3 2 -3/8 120.0 3 -0 3 1 -1/2 6 -4 3 2 -1/4 0 • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • •' • • • • • • ••••••• • ••• • • • • • •• TAOLE 1 NOTE: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. • •• • • • • • •• • • • • • • • • • • • • • • • •. • • • •. • • •• • • • • • • •. • • • ••• ••• MAX. ALLOWABLE STORM PANEL •• WMScI EDU F. ••• • • • • • • • • • • ••• • • • • •.6 POSITI'Ot; NE E DES LOAN. (P.S.F.) 40.0 45.0 50.0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 ` a.0. 9 0.0 7' -4" 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 SF N ;OR N IbR POS RE U E (FT -IN) FT - r•TJ • • 12' -0" 11' -3" 10' -2" 9 ' -9 .. 9 . -4 " 8' -11" 6 ' -7 .. 6' -O" 4' -8" 4' -4" 4' -1" 3' -10" 3' -5" 3' -1" 2' -10" 10' -4" 9 . -6 " 9 . -1 " 8' -1T' 7 ' -6 .. 6' -8" - 5' -0" 4 . -7 .. 4' -3" 3 ' -9 .. 3' -6" 3' -1" 2' -10" 2 . -7 " PRODUCT REVISED ascomplying with Waling Cade f�Fb>dd1 Acceptance No -o E... .,,,.., Dsto DF961ou •• • • • • • • • • • • • • • • c7 P O) I~ O 30 AS N0IEDI biota F 4 VJ. Knezevich Ploladonsl ,:Iem 31.lkense .y 0010983 2005 un 06/29/20051 IWO am,me 05 -353 (sheet 6 of 6