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WS-10-1155Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 9100 N BAYSHORE Drive Miami Shores, FL 33138- 1132050010560 Block: Lot: ROBIN HUNDERVADT 1 Address Parcel Number ROBIN HUNDERVADT 9100 N BAYSHORE Drive MIAMI SHORES FL 33138 -3408 (305)751 -7624 1 Contractor(s) Phone Cell Phone STORMWISE SOUTH FLORIDA INC (305)597 -7797 (786)306 -6466 Type of Work: SHUTTERS No of Openings: 18 Additional Info: IMPACT Classification: Residential Scanning: 4 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $280.00 $12.00 $7.20 $306.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Pay Date Pay Type Invoice # WS -6 -10 -38261 06/23/2010 Check #: 9367 07/08/2010 Credit Card Amt Paid Amt Due $ 50.00 $ 256.40 $ 256.40 $ 0.00 Applicant Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment July 08, 2010 Date CeII July 08, 2010 1 u ec;e 441 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): FOLIO /PARCEL# 44 -3,W5 - 0 0( 05 00 Value of Work For tpis i'ermit $ g 40a Submittal Fee $ W • Permit Fee $ Notary $ Training/Education Fee $ Scanning $ a d 00 Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V l(-1 t 50 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 1 L AJOGAI tir Phone # 305 - 75 6 1 1%5 Owner's Address ?400 I'/ b1 6t-log 0/2. City 1i: State L Zip 33 ? 36 Tenant/Lessee Name Phone # - Job Address (where the work is being done) 6 1 100 N £> /iY.tiot Df2i rE City Miami Shores Village County Miami -Dade Zip 3 5 f3f3 Ls Building Historically Designated YES NO X Contractor's Company Name � e-M W (.Sg 500 j 9121 OA- Phone # 305, 5 /7. -1 q5 Contractor's Address 430 9 5 /1/1 45 ,1'/E `I City Qpl - L0c64 State Zip 3306" Qualifier Name CA-ti ILO b A-7- 6 0 5 * 20 State Certificate or Registration No. f.5 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: DAddition Alteration DNew 00 RRJJ CCF $ 5 coicc D Repair/Replace 0 Demolition Describe Work: Square / Linear Footage Of Work: 6 2 V DPBR $ Double Fee $ Technology Fee $ Total Fee Now Due $ � JOIN 2 12U1O Vi BY: Zoning $ 2S( See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Signature Owner or Agent The foregoing instrument was acknowledged before 1 ` ore me this L day of ($9 , 20 , b y' Tclrn &a vo d T who personally known me or who has produced who As identification and who did take an oath. NOTARY PUBLIC Sign: Print APPLICATION APPROVED BY: (Revised 02108/06) ATE OF FLORIDA 4 i y i Expires: JULY 29, 2011 w r aprte uaTLArraaDOnn»ca.ze. My Commission Expires: NOTAR\ Sign: Print: 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 Contractor The foregoing instrument was acknowledged bef re me this r day of 20 0 by / L) 1)/02 My Commission Expires: e or who has produced -STATE OF RIDA }4o & who did take an oath. DD699395 Y 29, 2011 nor>aINaen,mte. Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST Og pOSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO..IASlb - 1 1 5 5 TAX FOLIO NO. 44 "'3 — O0 i 1254 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made utcwortitiored. ' A c uNTY OF DE � r r Is of i�1 property, and in accordance with :hapter 713, Florida Statutes, the following kr i& - R me original friail tr.�s , : yon is provided in this Notice of Commencement. l N'Wfl iJ Sri, rk- al , c r<. ?!. HAP ''EY RU .II! CLERK, of ' ircu t ,1 -+ c:Dunty Courts G U.C. Space above reserved for use of recording office 1. Legal descciption of property and street/address: O(7 NOiet o 6;186.1-0 Defeo )1111'1/ s D, TL 334 6.0 1.43,6 20 n" of > i 32, 6 k w IML. " s l3 oaf / 204 A:tA 2. Description of improvement: 1 11 1111 1 1111 11111 11111 11111 11111 13111111 1111 CFN 2010R0440627 OR 8k 27337 P9 3731; (1as) RECORDED 06/30/2010 13:48:45 HARVEY RUVIN. CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE 3. Owner(s) name andaddre- : 12-030zr tvArrettmor Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address .and hone nu ber: 5i ;... '. 43015 � 6 -ti , 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number / 1 :1 u t 1/� ''1/ I 1 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this .Notice of Commencement: l (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER GHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) .f e r e er(s)' Authoriz ; e cer/Director/Partner/Manager Prepared By ' '� Prepared By Print Nam- r o6 KO�� Print Name Title/Office OW NO_. Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowle before me t By ❑ ividualiy, or a as r L 1 ' for I e Personally knigynorpihmitsplititiMeaving type of identi S'"''% a Eni.45 /adlittdl b of Notary Public: R' Cot: mission Print Name: Expires: JULY 29, 2011. (SEAL) BONDEDTHRO ATLANTiC$ONDIN000,EiC. VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are tru Signature B 123.01 -52 PAGE3 3/10 r Y..Q �� . 1 ri-ez (6 ) 13 15 u'-� Q.-140-e, e, to the best of my knowledge and belief. car ''c i - L p FL $3O ner) r Owner(s)'s Auth 'zed Officer / Director / Partner /Man signed above: By Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50' 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50'4 +46.5 - 492 +45.2 -48.3 +44.4 47.6 +43.7 -47.1 +43.1 - 46:6 +42:7 -46.2 +42,3 i,45 +41.9 •45.5 +444 0 -15 ft 822 +46.5 - 59.8 -58.0 +45.2 +44.4 -58.7 +43.7 - 55.6 +43,1 - 54.6 +42.7 - 53.8 +42.3 -53.1 +413 -52.5 +413 16 ft - 51.1 +47.1 -49.8 +45.9 -49.0 +45.0 -48.3 +44.3 -47.7 +43.7 47.3 +43.3 -46.8 +423 48.5 +42.5 - 46.2 +42.2 18 ft -83.1 +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 -53.2 +42.2 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 +43.2 18 ft -64.6 +48.3 -82.1 -60.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -55.2 54.5 +43.6 5 +43.2 20 ft -53.5 +49.4 -52.2 +48.1 -513 10.6 +47.1 5 +46.4 -50.0 +45.8 49,5 +45.3 49,1 +44.9 -48,7 +44.5 - 48.4 +44.2 20 ft -66.1 +49.4 -63.5 - 61.6 +48.1 +47.1 -602 +46.4 - 59.0 +45.8 58.1 +45.3 -57.2 765.8 +44.9 5.4 +44.5 5 +44.2 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 49.4 +45.1 ft -67.4 +50.4 - 64.8 52.9 +49.0 +48.1 - 61.4 +47.4 -602 +48.8 -59.2 +48.3 -58.4 +45.8 -57.6 +45.4 -58.9 +45.1 24 ft -55.6 +513 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 -50.6 +46.3 -50.3 +45.9 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 +48.7 - 58.7 +46.3 -58.0 +45.9 26 ft 56.6 +52.2 -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 +48.7 26 ft -69.8 +52.2 -67.1 -65.1 +50.8 +49.8 -63.6 +49.1 -62.4 +48.4 -61.4 +473 50.4 +47,5 -59.6 +47,1 -58.9 +48.7 ft -57.5 +53.0 58.1 +51.6 -55.1 +50.6 - 54.3 +49.8 -53.7 +49.2 -53.2 +48.7 -52.7 +48.2 -52.3 +47.8 -51.9 +47.4 ft - 70.9 +53.0 -88.2 - 882 +51.6 +50.6 -64.8 +49.8 53.4 - +49.2 -62.3 +48.7 -61.4 +482 -60.6 +47.8 -59.9 +47.4 30 ft -58.3 +53.8 58.9 +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 ft -72.0 +53.8 -692 - 67.1 +52.3 +51.3 -65.6 +50.6 54.3 +49.9 -632 +49.4 -82.3 +48.9 -61.5 _48.5 -80.7 +48.1 32 ft -59.1 +54.5 57.7 +53.1 56.7 +52.0 55.9 +51.3 -552 +50.6 -54.7 +50.1 - 542 +49.6 53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 -68.1 +53.1 +52.0 -68.5 +51.3 -652 +50.6 - 64.1 +50.1 - 83.1 +49.6 -62.3 +492 -61.6 +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 +502 54.5 +49.8 -54.1 +49.4 ft -73.9 +55.2 - 71.0 -68.9 +53.7 +52.7 -67.3 +51.9 - 66.0 +51.3 - 64.9 +50.7 -84.0 +50.2 -63.1 +49.8 52.4 +49.4 36 ft -60 +55.9 -59.1 +54.4 -58.1 +533 -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 -74.8 +55.9 -71.9 59.8 +54.4 +53.3 -68.1 +52.5 -66.8 +51.9 -65.7 +51.3 - 84.7 +50.8 -63.9 +50.4 -83.1 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 6.7 +51.9 -56.2 - 565.8 +51.4 5 +51.0 -55.4 +50.6 ft -75.7 +56.5 -72.7 - 70.6 +55.0 +54.0 -68.9 +53.1 - 67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft - 62.0 +57.1 50.5 +55.8 -59.4 +54.5 -58.6 +53.7 - 57.9 +53.0 57.3 +52.5 - 56.8 +52.0 : -56.4 +51.5 -58.0 +51.1 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 - 662 +52.0 -85.3 +51.5 -84.5 +51.1 42 ft -62.8 +57.7 -81.1 +582 -60.0 +55.1 98.5 -59.2 +54.3 5 +53.6 57.9 +53.0 - 57:4 +52.5 -57.0 +52.1 -58.6 +51.7 42 ft -77.3 +57.7 -742 -72.1 +582 +55.1 40.4 +54.3 -69.0 +53.6 -673 +53.0 86.9 +52.5 56.0 +52.1 -652 +51.7 44 ft - 832 +58.3 - 81.7 +56.7 -80.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 57.5 +52.6 57.1 +522 ft -78.0 +583 -75.0 -72.8 +58.7 +557 -71.1 +54.8 -69.7 +54.1 -88.5 +53.5 -67.5 +53.0 58.8 +52.6 -85.8 +52.2 48 ft -63.8 +58.8 -623 +573 512 +582 -603 +553 59.8 +54.6 59.0 +54.0 - 58.5 +53.5 -58.1 +53.1' 57.7 , +52.7 ft -78.8 +58.8 -75.7 -73.5 +573 +582 -71.8 +55.3 -70.4 +54.6 -89.2 +54.0 -682 +53.5 -676.5 -673 +53.1 5 +52.7 48 ft 54.4 +59.4 -62.8 +57.8 51.7 +58.7 -60.8 +55.8 -60.1 +55.1 59.6 +54.5 59.0 +54.0 -58.6 +53.8, -582 +53.1 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 58.8 +54.0 -67.9 +53.6 57.1 +53.1 50 ft 54.9 +59.9 53.4 +58.3 522 +572 -61.4 +56.3 - 800.7 +55.8 -60.1 +55.0 59.5 +54.5 59.1 +54.0' 58.7 +53.6 50 ft -802 +59.9 -77.0 -74.8 +58.3 +57.2 -73.0 +58.3 -71.6 +55.6 -70.4 +55.0 59.4 +54.5 -88.5 +54.0 57.8 +53.8 52 ft -65.5 +80.4 - 83.9 +58.8 -62.8 +57.6 51.9 +56.8 -612 +58.1 -60.6 +55.4 - 80.0 +54.9 59.6 +54.5 -592 92 +54.0 52 ft -80.8 +60.4 -77.8 -75.4 +58.8 +57.8 -73.6 +56.8 -722 +58.1 -71.0 +55.4 -89.9 +54.9 - 69.0 +54.5 -88.2 -88 +54.0 54 ft - 68.0 +60.8 54.4 +592 53.3 +58.1 52.4 +572 -81.7 +56.5 51.0 +55.9 - 80.5 +55.4 -80.1 +54.9 59.8 +54.5 54 ft -81.5 +60.8 -78.3 -78.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.8 +55.9 -70.5 +55.4 - 69.8 +54.9 -88.7 +54.5 58 ft - 68.5 +61.3 - 84.9 +59.7 53.7 +58.5 82.9 +57.7 - 82.1 +56.9 -61.5 +56.3 51.0 +55.8 -60.5 +55.3 50.1 +54.9 58 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 -89.3 +54.9 60 ft 87.5 +622 85.8 +60.6 84.7 +59.4 83.8 +58.5 83.0 +57.8 52.4 +57.1 81.9 +58.6 81.4 +58.1 81.0 +55.7 wit -83.3 +622 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +58.6 -71.1 +58.1 -70.3 +55.7 03/02/2009 - 5:01pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 1 EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =10; TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VAUD ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REM/PIONS FOR ROOF SLOPES S F SLOP THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A S P 5. IDENTIFY THE BUILDING MEAN ( AVERAGE) OF EIGHT. IF T1-tE ROOF?H CANNOT BE IDENTIFIED, USE THE PEAK ROOF H 6. ALWAYS ROUND UP ROOF HEIGHTS TO N TABLE VALUE OR ONSERVA ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE • - QN • HT * WID OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY A <<• u■ " WI TI 1 •_ ", a. �T' 1 - S THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 3). USE THE A OPENINGS ONLY - THIS INCLUDES AREAS BETW€EN- STRUCTURAL E •• BE USED. ALWAYS ROUND AREA DOWNETO R AREA OF AN OPENING CANNOT BE IDENTIFIEDLTHE MOST C I AL.I UA13E F ell, GER TRIBUTARY AREAS THAN PUBLISHED, USE TH •• • {EST ( PUBUSF D VALU 8. IDENTIFY THE ZONE OF THE OPENING AS i • OR QI 4) OR Oft + : ') PER THE FIGURE OR INFORMATION BY OTHERS. A • ST4ON. ABLE,OPENINt - }S-TO . CONSIDERED THE MORE CRITICAL (EXTERIOR) E. � 9. READ OFF POSITIVE AND NEGATIVE PRESSURES SE MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING/ •Ti15SE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY K L pENNARDCR P.E. • 2. THIS SPECIFICATION IS INTENDED TO I STR6TE,PESIGN W!N[7•PRESSURES ..5616D. USE OF THESE TABLES AND CORRESPONDING AlD U AND OTHER • COEFFICIENTS LISTED HEREIN SHALL BE DICTA b AN VERIFIp a GOVE G • BUILDING DEPARTMENT AND PERMIT HOLDER,•NORRAR8ANTY FOP• LI BILITY GN VALUE USE IS OFFERED HEREIN. • 3. THIS SPECIFICATION IS NOT INTENDED TTOIPER PINY PRODUCTAPPROVED • CERTIFICATION. REFER TO ANY SEPARATELY SSD qQ��DV TEST CRITERIA AND OTHER • • • • RIUTY OF WIESE TA VA WHICH IS TO BE VERIFIED Y OTHERS j1W/u'CORDANC � Q1 VERNINj CODESS.� 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELO ) FO CATEGORP�i • • (GENERAL RESIDENTIAL & COMMERCIAL CONSTRl}OT1ON) USING qN IMPQRTANCE,F FFFrrr02NNN I =1.0. THESE TABLES NOT FOR USE WITH ES$FMTIAL PACILITIB6 OR•ASSEMBLY OC A CIE. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRRINVISE ONLY. THESE SABLE NOW W ALiCe5DR HILLY TERRAIN. INTERNAL PRESSURE COEFFIQ ITT ( C.pi =+/ -0.18) ENCLOSED BUILDINGRONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY F TORT W TH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES�,RE FO ALLS A&ID VEF4TCAL suRgif hLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCE• , • 6. NO CERTIFICATION IS OFFERED FOR THERNTEGIIITY OF THR HOST STRUCTURE. • 7. EXCEPT AS EXPRESSLY PROVIDED HEREIR, JIIS•AD :ITIONAL CEO IF CATIONS . • • • AFFIRMATIONS ARE INTENDED. • • • • ELEVATION I-0 WALL ZONE FIGURES a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, •••• PEAK ROOF HEIGHT WHICHEVER IS SMALLER, BUT NOT LESSTHAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (lm). USE ZONE 5IF °AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 0-I MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd C ta m z 1 (n C CT REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT SE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. ALTERATIONS, ADDRIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Cttt i u 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 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 Date: ®4' — 0 2 4 — a/00 a Mu i ticipa t 4 .lity: t , OF D7/ 1 0/ Building Official: VI °(2m 5 e F tt /I1/ 5/10/S Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: Fit-100 Aluminum Accordion Shutters 06- 1026.11 This letter authorizes StormWise South Florida to use the above mentioned product at the following job: Name: £O3&/2 re /Vi)b v I Address: g100 /10 c7, vC City, State, Zip: J1 /4-P £1Y 53136 Sincerely, Storm Wise Production, Inc. 13015 N.W. 45 Ave Opa- Locka, Fl 33054 Phone (305) 597 -7797 Fax (305) 597 -7795 Shutter Product Approval Authorization Form Stone Wise Solutions, INC Perni itting Department Ends ( ►ascon • •• ••• • • • • • •• 1. This form must acconfpanFtlle :p 1,:c4tiQn�Cty the building permits and shall become part of the permit crocumments. • •• • •.. • • • • • •• • •••• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • ••• • •• • •.• • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 064 • • } BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Production, Inc. 13015 N.W. 45 Avenue Opa- Locka, FL 33054 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 rind accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas whew, 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: " HT -100 Stormguard " Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -563, titled "Stormguard Accordion Shutter ", sheets 1 Through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision #0 dated September 14, 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 ; I?ade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit 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 IICA :11111be provided to the user by the manufacturer or its distributors and shall be available for inspe� Mono �haivb si�ei a�tl�e rattiest of the Building Official. This NOA revises NOA # 05- 1201.01 and consists of this page 1, evidence submitted pages E -1, E -2, & E -3 as well as approval document mentioned above. The submitted documentatjc f al Makar, P.E., M.S. • • • • • • • • I1 . ll •• • 1 / i • • • • • • • •• • • • • • • • • • • • • • • •• • •• • • • • • • • ••• • • • • • 0 1 /0`x/ 2 07 • • • • fi • •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGI FR BUILDING 140 WEST FLAGLER STREI., t, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mlamidade.gov NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 Page 1 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0502.06 A. DRAWINGS 1. Drawing No. 01 -800, prepared by Knezevich & Associates, Inc., titled "Stormguard Accordion Shutter ", dated July 23, 1996, last revision #6 dated June 10, 1990, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval 11 99 -0036. C. CALCULATIONS 1. See Association's generic approval # 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated April 23, 2001, certing this product to meet the criteria of product tested and approved, and allowing Stormwise Concepts, Inc. to use the test results approved under. Miarni- Dade County Approval No. 99 -0036, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Concepts, Inc., dated February .11, 2001, signed by Mr. Camilo Diaz. 3. Letter by Knezevich & Associates, Inc., dated April 27, 2001, certifying that the drawing (No. 01 -800) prepared for Stormwise Concepts, Inc., signed and .■coaled by V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Camilo Diaz on June 7, 2001 and returned signed by • Mr. Camilo Diaz on June 11, 2001, ''indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0520.04 A. DRAWINGS 1. See NOA 02 -0520.04 B. TESTS 1. See NOA 01- 0502.06 C. CALCULATIONS 1. See NOA 01- 0502.06 D. MATERIAL CIR'i'IFIAi(31 ; • • 1. See NOA 01- US02'Q6 • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • •• • .• • ••• • • • • ••• • E 1 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •. • • • •• 11 ••• • • • see • • A elmy A. Makar, P.1+;., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 Storniwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS 1. See NOA 01- 0502.06 F. OTHER 1. See NOA 01- 0502.06 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0923.02 A. DRAWINGS I. Drawing No. 03 -812, titled "Stormguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Knezevich & Associates', Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, .signed and sealed by V. J Knezevich, P.E. B. TESTS 1.. See Association's generic approval # 02 -0799. C. CALCULATIONS I. See Association's generic approval # 02 -0799: D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval # 02 -0799. F. STATEMENTS 1. Letter by Knezevich & Associates, Inc., dated July 2, 2003, certifying that the drawing (No. 03 -812) prepared for Stormwise Solutions, Inc., signed and scaled by V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech Shutter Group, Inc., Association generic drawing (No. 02 -458). 4. EVIDENCE SUBMITTED UNDER PREVIfitJS APPROVAL # 05- 1201.01 A. DRAWINGS 1. Drawing No. 05 -563, titled "Storinguard Accordion Shutter", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group., dated September 14, 2005, last revision dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS I. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval . n der 05 -0321. D. QUALITY ASStatA K . , 1. By Miami- 1.1.gde'�'o4n�y .Sullc�i CSJle Compliance Office. ••• •• • • • •• • • • • • • •. • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • • .• • • • • • • • • ... • •• • • •• • • • • •.. • E • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • •• • • • y A. Makar, P.E., M.S. Product Control Examiner NOA No 06-1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 Stormwise Production, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 02, 2005, certing this product to meet the criteria of product tested and approved, and allowing Stormwise Solutions, Inc. to use the test results approved under Miami -Dade County Approval No. 05 -0321, signed by Mr. Frank Cornelius. 2. Acknowledgment letter by Stormwise Solutions, Inc. dated November 23, 2005, signed by Mr. Camilo Diaz. 3. Letter by Thornton - Tomasetti Group, dated November 02, 2005, certifying that the drawing (No. 05 -563) prepared for Stormwise Solutions, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Ili - Tech's generic drawing (No.05 -509). 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 - 563, titled "Stormguard Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton Tomasetti, dated September 14, 2005, last revision 110 dated September 14, 2005, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 05 -0321. C. CALCULATIONS 1. See Association's generic approval under 05 -0321. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance O E. MATERIAL CERTIFICATIONS • 1. See Association's generic approval under 05 -0321. F. STATEMENTS 1. Letter by Stormwise Production, Inc. dated October 19, 2006, signed by Mr. Camilo Diaz, requesting to change the address on his NOA. 2. Letter by Thornton - Tomasetti Group, dated October 04, 2006, certifying that the drawing (No. 05 -563) prepared for Stormwise Production, Inc., signed and sealed by V J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (N0.0 - X • . • . • • • ••.•.•.• • • • • • • ••• ••• •• • • • •• • ••. • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • E:3 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • my A. Makar, P.E., M.S. Product Control Examiner NOA No 06- 1026.11 Expiration Date: 06/25/2011 Approval Date: 01/04/2007 s. E • R4, HEADE(-CLG. MOUNTED • • HEADER-WALL A MOUNTED • • Lt1 2.420" 048.4 .966" .875 ".483' . 01 N 41.2 n NI . 0q7^ • • • • • • •• I • 993 . 52" i ZONE zugEONLGO OPpTWNO�'B �SNALL BE ACCEPTED BY THE M 3.840 MAX. 125" I .875" .107" ' %'b •+11! rf 1 AV' a .060` 60" B45° .055 (TYP.) .055" fTY- Os .025 Ozs'' .. ._L 1.250" 6O 9)" END SLAT 8 SCALE, HALF SIZE 1250` .136" 1 0" 98 tt S • � p T� � TER 7EM y • f •7NHSPg 20 1di•E t5 FIZ 4V LICE OF 4 (mAI�BY • • MIAM- 2pADE'C�U14V RO•XT CONTROL COV5ION P0R THE FLORIDA BUDDING s s 44W2N VERIFY. AA THAT THE l.rS4 44 INCREASE INS LLOWAVE STRESS WAS USED IN THE 3. M SVED 0 ND 440*00 CAI.CULATW M ACiGR WITN THE AIOA BUILDING CODE 2004 A SREC77ONALffY FACTOR OF 80.0.05 SHALL BE USED, POR SITE Z•Voll APPLICATION OF TRY 'SNIITTPJiOSYSTeM 1.u". INFORMATION 5. OF E THE aF M E DA AP Z• ROVAL TR ODEIVE 50 S� E SHALL COMPLY U WIITHH y CHAPTER 61GS -23 6. PRO A PPA T O C ONTRACTOR O T PROM 715 CON0I C0 DETAILED 0 NOT DEVIATE IN MHO FORFOiM7.OR MATERIAL POSTING 900144 THE ST RUCTURAL SUB SUBSTRATES DETAILED HEREIN. T. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID 1TrHEE APPPR DOCUMENTS. 0. BVRD N MO OFFICIAL MAY ONE OF THE FOLLOWING APPROVAL Ai R ON7OECDyU/lH1ECNHT8. THE AND - T 4 :� �V AT DOC10N0SpINIJ GIS PREAµPAALRR�ON S5M1418 GRR HI D ER APPROVAL IETM 0 A3 A ON TO E BUILDING 81 REQUIRE T HAT ONE -9140 s SPECIP40 APPROV AL 85 APP LIED OR AND SECURED PROM 4 771E MIA7MI -DADS COUNTY PRODUCT CONTROL 01V1510 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS, SOXOANS7! PRODUCTION OK: !OW&OADB�APPROVE0 7S 1940 5 PA NTE0 WITH THE U.S. PATENT AND TRADEMARK m N 0 H 111111 .048° 326" (.;:\ BUILD-OUT WALL HEADER SCALE, HALF SIZE 7 775 7 986" 250" , 949" 1.391" .483" TYP. AT p�p [�gg��, L� M A yyEE ppppRNp MMEE[C�HANa QQ,, •{ 2.373" r- '•472" ID. ,0. PROTEMI,LV�ERTaA L D O Of01[i NlECHANIGM A sfuu " BE T �LOa OR CEDi'O'PRw ° i0e 1.158y ,440" 11 STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6065 -1E ALUMNI" ALLOY, WIN. m p IZ ' OR GAL AHD STE WRH A H4. S Y T FI STAw. ace STEEL. , 1 POP RIVETS TO BE 386 "0. 5052 ALUM. ALLOY, U 777ENGALLO 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE000tE, 14. FLOOR REMOVABLE AA9040 SUCH A�05POWERS CALL NON.-STACKING 005 LOCATIONS. USE 1.350" O LOCKING CUP 15 SCALE, HALF SIZE' O RORER ASSEMBLY 2 SCALE. HALF SIZE ,I -.612" O.D. 500° 1" O SILL -WALL MOUNTED 3 SCA W1LP 515£ 1400" S74)14.ES ASSEMBLY 5 STEEL 320 "0 HOLE RIVETED I 058 �.1 PLACE 1.100" :251" WALKOVER SILL FLOOR MOUNTED SCALE, HALF SIZE 175 109 BOI70ti 1 BUSHINGS SCALE. FULL SIZE 360 a a a • N 1`I 50" , - Ci84" 8 • ADJ. SILL-TOP (7)ADJ. SILL -SOT. V "�� SCALES HALF SIZE 5 SCALE, HALF 5{ZE O • SCALE rHALF SIZE 9 245" 3.049" .315" R 080 '25 9 1.533" , 1.391" 1.891" ' .055 "- .500' tJ m O 8 CENTER MATE 1 Os LOPING ROD) 9 SCALE, HALF SIZE 956" zz f =..200° 375" R L .505" R 110` LOCKING ARM ALIGNMENT INSIDE HANDLE BUSHING (NYLONI OSHIM (NYLON) RE 18 �"• 1' HALF 5 SCALE HALF SIZE CENTE L371120:7 2 RO LOaaNG 0400) SCALE, .040r ■ / 74 'r .435" R 135" R 1533` 250" 3.283" 688" 110' THICK Et'. STEIL 050a 14 (7)FLAT END SLAT 7 SCALE. HALF SIZE 87 1 s • Qb'> �7 „,,, y I»2Ltt EBE9r.(Fa.a C.. Cuta..22. II a 05 -563 2048) o N shawl. 1 of i 0 0 C) 09/14/2405 dot.H Mat 0.1 NOTBJ I 'enmw • YC :� BOK 0 0 E i P • • •• III wwIDTT • BOTTOM TRAM( L (TYP.) • OPTIONAL DRILL S /8 "0 HOLE FROM. BD ?OM OF EXTRUSION BEFORE ASSEMBLY =OR TRUSS HEAD BOLT (TYP.) FLAN VIEW VARIES - NO LIMIT SECTION TOP TRAC j ALT. LOCATION OF LOCKING MECHANISM AT SIDE — 0 -DOCKING MECHANISM • OR BELOW CENTER • CJNERAL NOTE 10) • • •••• o (pmt ono■It nno ...1•=11MOMMIC 1 1011111 w 0 14 Ln (TYP.) 6 -1/2" TS CAL ELEV 1 • o • • •• FFqq T • • • •- MBiSSH�UTTER SEPARA • i ME SC • I SHE£` l SIADISTANC OR ANY AICEP'IwBLE RED FROM BACK.OF ER BLADE OR FROM g 1 ANCHOR✓!. • • • HAND WHEN MOUNTED • • • • I fN6N)D, c3 ! •••• I • . • SINGLE ARM LOCKING MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUT OF SHUTTER TYPICAL PLAN VIEW • AL& 3'• T_0' SSE FASTENER SCHEOUL 3/4" /2` E I 1 1° x 1" x 1/8» ALUM. ANGLE W/ 3/16'0. POP RIVETS @ 6" 0.C. JOINT BETWEEN REMOVABLE ANC F11ICE SL» PLAN I VIEW STRUCTURE - SEE SECTION B ON SHEE" =0P COMPLETE INFORMATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING REMOVABLE FLOOR TRACK DETAIL F:rAl F , 3'v 1'_ ON EXISTING GLASS - USED WITH F6m v o I� LOCKING PIN SCALE 1-V2" • ••0" FASTENER @ 24" D.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHORI. SSEMBLY OPTIONAL ACCESS HOLE , SINGLE ARM LOCKING ' MECHANISM AT CENTER OR SIOE OF SHUTTER. INSIDE OR OUTSIDE OF SINGLE ARM LOCK N.TS. SINGLE ARM LOCK N.TS. 272,1 . SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER ;EE FASTENER SCHEDULE,. ?? U2 I- FASTENER O [ R � 24" O.C. FOR ANY ACCEPTABLE i ANCHOR). 8 J (TYP.) SCALE, 3' " T_9" IDDES NOT REPLACE SOME Ax- 1000 OPTIONAL CLOSER HANDLE N.TS. 1"x1 x1 /B" 3/16'0 POP � JOINT BETWEEN x`47 %As3Z 4Nf FIXER SILL "-NYLON HANDLE SLIME NOT AA08 L�0o0 Pl'IONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET . DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL REMOVABLE FLOOR TRACK. DETAIL ,--SN000ABUSHING A2aI I SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK-MAY BE INSTALLED ON INSIDE OR OUTSIDE / OF SHUTTER OPTIONAL PLAN VIEW SCALE. 3' • 1*-0" / ASSEMLY / OPTIONAL LOCATION / 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE '(/16" 0.D. 0.o3" LONG NYLON g1p BUSHING "?e - .I I 1I l�l *10 x 2" SMS. MANUFACTURED FROM 4410HT OR 1B -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460`0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90» � LONG NYLON .@4IIM1 BUSHING *10 x 3" SMS. MANUFACTURED FROM M410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING STAINLESS STEEL WASHER (TYP. (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE, HALF SIZE EXISTING/ GLASS— FASTENER @ 24" D.C. (SEE ANCHOR SCHEDULE 2. N, FOR ANY ACCEPTABLE t+� ANCHOR). , , -SEE SECTION L ON SHEET c =30 .=c.PL_ E 94"3 CA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. A3lcnY0aR SPACING c‘..,- i :l5 >RS5538 3 e 4 200Dj b D x C 0 H F 091 4/2005 I 1 NOTED II TICS 11 L� IJIC �_t1v_CC 05-563 1 ,: she ®r 2 ot7 II SEE TABLE 2 '1/2" •••• • •••• 1/2" CONT TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 014 TEK SCREW @ 12" O.C. )TYP., TOP & BOTTOM) SEE TABLE 2 OR'DOOR O 8 9 -3/16" MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES CTYPJ. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 D L 0 0 • • • • • O • E BUILD -OUT MOUNT SECTION SCALE, 3" " 1 O R WOODCSTRUCTURE MASONRY ANCHOR SCHEDULE, TYP. Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING 1/2 "ROLLER ASSEMBLY 1111 0 -'-- r 1/4" MAX. -- • A S 5. E5 • • SSE LY • x 1/8" ALUM. A ANGLE 3/'1 • � W/ 6'0 POP 1 /4 °�"IAX RIVETS @ 6" OX. • • • •• •• • REFERE SCHEDULE FOR MAX •SPACING • • • • •• "MAX• • ••• • Y11 ST CTU E. S�CE CRETE,,(1AS PY N " • • S A • • • • SCHEDULES '4 - • •A ,r C3 pCOPI♦11ECTION[ OR / 'SLHED MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. ()CONT. /2" /2" EMBED. /2 3 1 5 /8" MAX. NOTE: BOTTOM MOUNT DETAIL MAY BE USET) AT TOP. tz SEE TABLE 2 xi EI DOOR CO �I 3/16"0 POP RIVET i-■-t OR •t2 TEN SCREW 7 'Cj @ 6" O.C. (TYP.) —\ 2 a F A EXISTING CONCRETE, MASONRY EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. i ANCHOR SCHEDULE. TYP. EO.EO., CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/4" MAX. 1/4 -20 MACHINE BOLT W/ NUT 12" O.C. ITYP., TOP & BOTTOM) 5/8" ROLLER ASSEMBLY t W 1- /2 „ EVERY OTHER P „..141- Wn B O CEIUNG/INSIDE MOUNT SECTION S CALE 3” . T -0" a. J � �}. G L S q i ,j 11 0R 40 X vl� � 4 XX Y Qu 1/4" MAX: 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Ie , t OPTIONAL FASTENER SUPPORT - STAGGER - � `� LOCATION IN LIEU OF ANGLE ANCHOR 1/4" OFF CENTER - CONNECTION TYPE FITRE DIST SCHE FOR MAX. FDGF IIIET SPACING W 1- 1- S N X E 3/16 "0 POP RIVET (d 6" 0 C. ITYP.) -1/4" MAX • • OR WOOD STRUCTURE SEE Y ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER r C7 CONNECTIONTYPE (A. 24" MAX. O.G REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX STUCCO FINISH SPACING MATERIAL 2®TYP. TOP & BOTTOM 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 5/8" MAX. F O BUILD - OUT MOUNT SECTION 1/4" MAX.- z 0. a • 4- D X z F 1/4" MAX. - EDGE DIST.- SEE TABLE 2 3 -314" M 1/4" MAX. TOP 8 BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING X11 CONT. 2 FOR LARGER RGER SPANS AL. ISEE SCHEDULE 1 TYPE 0) /8" MAX. O BUILD - OUT MOUNT SECTION SCALE 3" . " 7- 1/27-1/2 17 4;14 SMS @ 24" 0.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE / ANCHOR SCHEDULE, TYP. 11 CONT. - FOR LARGER SPANS E TWO 2" If 5" AL. ANGLES ISEE SCHEDULE 1 TYPE Q Q CONNECTION TYPE REFERENCE ANCHOR 7 REFEREN ANCHOR SPACING BUT DO MAX SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACIN SPACING 1/4-20 MACHINE BOLT W/ UT (9 13Ml.0. )TYP., TOP t7 F- VI w0 r --1/4" _ MAX. t + m 7 J 7 S N Q tr • EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" YP TOP 3 BOTTOM Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING BUT DO NOT EXCEED 8 -1/2" SPACNG 5/8" MAX. D O BUILD - OUT' MOUNT SECTION SCALE, 3" - r -0" 4" z 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG Wi SCREWS WITH 2 -3/4" MINIMUM THREADED 0 . PENETR. 'T" IN WOOD (• I== EACH RAFTER OF TRUSS, 1 21.° O.C. MAX. WHERE 1� PLATE EXTENDS E BEYOND LAST TRUSS, EXTEND PLATE TO NEXT rat 1/2" MAX I TRUSS • 1/4" MAX. WOOD SOFFIT / nFLOOD MOUNT SECTION SCALE, 0" • 1` -O" 4 .- 0JY Z � I 4 Ey 1/4" MAX. 16 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING PET:? * - UC: :.£YtEIZB _ 02 8880i Er40 v �L c 09774/2005 A5 m ,. NCR I � w I 7 3 Win. 0v -560 i shv 3 OP 0 EXISTING STRUCTURE —.' \' �\ \ BEM TWO 3/8 "0 POWERS CALK -IN 9 3 -3/4" 0.0 W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. DR FOUR 1/4 "0 ELL() CRETE -FLE PI 3« D.C. W/ 1 -3/4" EEMBEDMENT N EACH ANGLE ,g •••• o • •' • • •s•• • ter•••• r • �. • GLq�S__ • 6R y co • • ALU BEAM ▪ & • ▪ 4 o • SHUTTER SCHEDULE st•••• OESCRIP� MATTER SPAN • • • 5' -0" i •• TW= 7 2 "x5 " z •• 7� • 0' Y" • • 1.9 " 21 * o '• 2« x 8° 5. -0" • • • • T W = .07•" •80-0° Tf a .22 • • " x 3' TT ..224• •• 10•_0" OR 000R TWO 3/8"0 POWERS CALK -IN p 3-3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST: OR FOUR 1/4'0 ELCD CRETE - 3" O:C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE- - ti 3\ r BEAI'• •• SPAN • (MAX DESIGN LOAD 4 72 PSF) • V 5 _ • • TOP SUPPORT BEAM DETAIL • 11'-• 1Z-5" 11' -2" XX }}��NNGG REJ M \\g« 'RUCTO • • • 5/8" MAX. ---2" x 3" x 1/4" / 6063 -T6 ALUM. ANGLE cry v 3 0. T-17• • NOTE: 1. USE -BEA SCHE ULE FOR 14'x• • • T DETAILS( AND(J� • 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET S. 3. BEAN SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM fL OF SUPPORT TO fL OF SUPPORT. 10 • • 15'1" • SEE TABLE 2 ,- DETAILS@ &N@ r1 -1%4" THREE -1 /4"0 THRU BOLTS Y MIN. ,-ALUM. BEAM (SEE BEAM / SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (3 12" 0.0 USE THRU BOLT OR ACCESS KpLE AS SHOWN IN DETAILW ,-1/4" MAX. (®�6. C.EK SCREW AS S EMBL & 50R HOLE r TW 5 063+ 6x ALUUM. ANGLE. THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD. 72 PSF) 1 , 1 BOTTOM SUPPORT BEAM DETAIL SCALE 2" t. 1'-0" Q dJ CC • r • aw 130" 3.00" 3/16 "0 POP RIVET OR 012 TEK SCREW (66" 0.C. AL BEAM (SEE BEAM SCHEDULE A OVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.0 PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF SHOWN IN USE TA R} AS DRILL 7/16'0 HOLE r DRILL 5/16'0 HOLE 1.0 O ANGLE DETAIL USING CALK -IN ANCHOR SCALE • 3" "1' -0' DRILL 5/16 HOLE L0D 3.00• kr 255 3.00" 300• 1.00° 3.00" 3.00" 230" 11.00" O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE t 3'= 1'- 0" PLYWOOD ANT; STUCCO FINISH — 5/8 "' MAX +'-•' WALL MOUNT SECTION. - USING 2" r 6' P.T. 1115000 PLATE SCALE 3° .. i' - 0" PLYWOOD AND / STUCCO FINISH 5/8" MAX. z 3/16 "0 POP RIVET 1 � OR 012 TEK SCREW F - - 6" O.C. ITYPJ i 1 ) z A SSE L a Q Z C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 1/ �i L7/4 -20 S.S. MACHINE SCREW & NUT 12' 0.C. PROVIDE 1 "0 ACCESS 4OLE p BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW 24" D.C. MAX. W/ 1 -3/4" PENTR. \ IN CENTER OF STUDS x 3" 5118" OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX DESIGN LOAD. 72 P5F) O WALL MOUNT SECTION - USING ALUM. TUBE SCALP 3° - T-0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. -7 Fwd I- y 3 xr v r 3/16 "0 POP RIVET L (m 6" 0.C. MVP.) { -1/4' MAX. - `-1/4" MAX. OPTIONAL LOCATIO C5 CONNECTION TYPE J REFERENCE ANCHOR EDGE DIST SCHEDULE FOR MAX. SPACING O CEILING/INSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "0 L SCALP 3" - 5 5.5. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (A 12'O.G L-- -TWO 1 /L "0 55. LAE SCREW LEI 24" 0 C. MAX- Ws T3 /w• PENETRATION IN CENTER OF STUDS x 6" P.T. WOOD PLATE (& A2 . DESIGN LOAD. 72 959) • z ¢ 15. E I• 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -1/4" MAX. CC az. cc cc U U 4 0 I V i 1 V Kne2evicn 1 91.1:010 0989 2006 0 A TI MAXIMUM ALLOWABLE SPAN SCHEDULE 8 E NEG. 1 DESIGN LOAD - IPSFI TYPE A ALL MOUNTING CONDITION55p,1GLE gCfzPZ (C� E�J(� (FT - IN) DETAIL OF OR DETAIL © W/ ANGLE REQUIRED 3 -3/4" MAX. 8.0. (FT - 041 _ DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE 0 DETAIL 0 9- 3/16" MAX. B.D. (FT - IN) 30.0 13 - 1 I2 -4 13 - 1 12 - 7 38.0 13- 1 11 -0 13 -1 11 -2 40.0 12 - 11 ' 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 12 - (INCHES) 9 -7 56.0 11 - 11 9 -0 9- 9 -3 ., 61.5 11 -7 ' 0 - 0 -7 8 -10 63.3 11 -6 • 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10- 9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9- 8 7 -8 7- 8 8 -0 01.4 8- 11 7- 0 7- 0 7- 4 06.8 8 -5 6 -7 6 -7 6 -10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 2 -7/8 130.0 5 -7 4 -5 4 -5 1 -3/4 140.0 5 -2 4 -1 4- 1 150.0 4.- 10 3 -10 3- 10 [C3 . 160.0 4 -6 3-7 3- 7 2 -7/8 170.0 4 -3 3 -4 3-4 1 -7/8 A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) B L MINIMUM MINIMUM E SEPARATION SEPARATION 2 POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR - DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (FT - IN) EQUAL TO 30 G 3 ABOVE N (PSF) ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7 /B 1 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 60.0 8 - 0 2 -7/8 1 -3/4 - 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 5. - 0 2 -7 /13 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 B - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -1/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 • •••• •• • ui • • 81 • • • • 67), ALT. atirtN ) TAIL • SCALE: 3 "i6i''r• • • • • ^'• 2° P1/8" 114•10 ANGLE - F - 4111 • 3 1110 Ty OR 3 "0 UM. 1:141111,• POP FO UVI .7 P ' ) n ,n 2" x 2" x 1/8" �' ALUM. TUBE �,,; 6063 -T6 ALLOY 0 9 5 5 'C a • • 0 ••4 ALT. t TAIL • ': -i / SCALE: • •••• 2' .FASIENER A 24" O.C. • • DR SCHEDULE) • • NOTE; EITHER CONDITION MAY BE TYPICAL FOR EITHER 510E () CORNER CLOSURE DETAIL SCALE: 3" - t-o. •' ,,,-FASTENER r(USE ANY ANCHOR I ANCHOR SCHEDULE) 810 x 1/2" GALVANIZED SMS OR 3/16 "• ALUM. POP RIVET all 18' O.C. 1° x t" x .055" • r x 2" x .055 "• 7 2" x 3" x .055 2" x 4" x .055 OR 2." x 5" x .125" AL. ANGLE 2'x 2"x.1 ALUM. ANGLE CONT. 010 x 1/2" GALVANIZED SMS OR 3/16 "w ALUM. POP RIVET (A 18" O.C. 1 "x1 "x.055 "•r x 2" x .055 "• 2" x 3" x .055 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE XISTING STRUCTURE HALF OF® USE MALE OR FEMALE AS REQUIRED • @ LT. CORNER CLOSURE DETAIL SCALE. 3' 10 T SCREW OR 3/16 "O ' ALUM. PLIP - RIVET p 24 ". O.C. ITYP.I TWO 1/4 "0 FASTENERS 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE EACH ANGLE (SEE ANCHOR NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE SCHEDULE FOR ANY ACCEPTABLE USED TO DETERMINE ALLOWABLE SPANS. ANCHOR) NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4.. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. z <., MIN. SHUTTER SEPARATION a i " FROE7 5)ASS 15EE SCHEDULE 6 2 3Q 0 0.062" THICK 1-- - RECESSED SILL 1- -1111 3105 -H32 OR o l 6063 -76 ALUM. y ALLOY (1/8" BELOW V4 20 b P4 W D CONCRETE) ) X u C WASHERS p £ w O: . 11 N 1/4' MAX. 1 6 011' ALTERNATE FLOOR MOUNT DETAIL P ` SCALE:3 ; -c --- EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" 0.0. ANY SCHEDULED FASTENER 15 ACCEPTABLE I c 17 E 0 s g N D O '0 �L.t' o �� 0 4 2 CC ezi •O I o - .,-. (2 U V.I. Knezevich FL L4amo No 1093 2006 0 m 0 7 2 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SP F P.S.F. N W ANCHOR TYPE LOAD 1W) MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (5EE NOTE 1) SPANS UP TO 8' -0" (5EE NOTE 1) SPANS UP TO 4' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE N01E 1) SPANS UP TO 5' -8" (508 NOTE 1) S' . 8' -0" (SEE NOTE 1) =- 0 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1•• (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 IC3IC4lC5 CONNECTION Oa NOTE 011C21C3 TYPE 3) C4IC5 CONNECTION TYPE (5EE NOTE 3) C1I C2IC3 CONNECTION TYPE (SEE NOTE 3) C11C21 C31 C14 C5 CONNECTION TYPE (SEE NOTE 3) C1 1C21C31C41C5 CONNECTION (SEE C11C2 TYPE NOTE 3) C3104105 CONNECTION C1 (SEE 02 TYPE NOTE 3 C3I C4 CONNECTION (SEE C5 C11 C2 7 NOTE 3) C31 C4 Y C5 •• • • • Ill •• •••P3300pSLCONWEIN • • •• II NI •4 • • • :.7@)1111011ullol(llsl731p> 45.0 121211212 7 12112112 8 5 12 12 12 7 4'10I 5j 5 5j 3 121 12 12 12 9 12!1212!10(6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 , 9 10 6 , 3 8 ' 3 f � ' j 4 A 12112 12 11 7 12 72 121 8 5 12 10 12 7 4 9 13 3 5 3 1/4'0 ITW TAPOON M/ 1 -V4' net EMBEDMENT MX 3 .100 PSL commit) 7 3 0 1 2 1 2 1 1 2 0 4 1 0 5 5 5 1 8 110/11%1 12 112 12 9 5 mO 6 1 6 ©10 4 4 5 3 9 3 3 ©© 105. 10 5 5 D ' 3 � 10M /,�iyf/�1�10�� iii 8 0� 11 16 6 6 3 9 3 3 5 3 9 3 3 , 5 3 9 3 3 5 170.0 , 8 3 y %AY113rAei% 8 3 se= �� ' 9 1 3 3 5 1 3 9 3 3 1 5 3 9 3 3 5 3 3 5 3 • * �� • we POWERS CALK - IN • 5/ T/5 EMBEDMENT L 1/4-28 STAINLESS 45.0 12 12!12 12 9 12 12112 9 6 12 12 8 j 6 12 9 9 5 4 12112 12 12 12 12 12 12 12 10 12 12 12112 9 12 11 171 9 6 57.0 12 12'12 10 7 12 12 12 7 5 12 12 12 614 12 5 4 4 3 12112 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73. 12 12 12 8 5 12 9 9 5 4 12 1 6! 6 5 1 3 12 ; 5 4 4 3 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 1 6 1 7 5 105.0 170.0 12 9 8 12 5 4 5 4 4 12.5 3 12 5 4 4 4 3 4 1 3 12 1 5 4 4 3 12 5 4 4 4 3 4 3 12 12 11 6 11 9 6 6 7 5 12 12 6 6 7 1 5 12 5 6 7 5 12 5 12 6 6 6 7 5 •STEPS. M 3CM8NE SCREW 12 5 1 4 4 1 3 12 5 1 6 6 7 I 5 12 6 6 7 6 7 5 • 45.0 12 12 12 10 6 12 12 12 7 4 12 12 ,' 12 6 4 8 14 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 A I/ 7 57 0 12 12 12 1 8 5 10 10 10 5 3 9 7 8 5 3 6 V � p 3 A 72 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 ✓ 4 /� • • ` l 1/4 POWERS ZAnAc • NAO. - INN 5/ 1 - 418• 0NR3 NU4 5 80p 73.0 11 11 11 6 3 8 4 4 4' 7 3 3 4'D 3 02 12 12 12 7 4 9 5 5 5 3 13101111100MATME W0 IMEM � 1 7 I/�EM CW 705.0 88 ' �� / ' �I © � �� /� G ��' N 99 i 4 5 I 170.0 I I � Arrldarga A % ICIE /l' SIWAN/,iil/IMMIL � / EIE NE /� %�UI 0811380399008. * • 1/4 ELCO MALE/ FEMALE'PANELMATE' W/ 1-1/4 PEN. EMBEDMENT • i 1/4-28 MAO•NlIE SCREW 3380PS WITH W,T 4 • . . .'fa,� 45.0 12 12 12 12 11 12 12 12 EMI 12!12 12111•.6 12 8 7 71 6 12112112112 12 12112!12 121 8 12 12 12 12 7 12 8 8 8 5 57. 12 12 12 12 8 12112 12 9 6 12 12 12 8' 5 11 4 4 . 121 12 12 ®v 12 I12 72 111 6.12 12 12 10 1 6 12 4 4 7 4 73.0 12 12 12 1 1 0 6 12 8' 8 1 7 4 12 5 1 5 , 6 1 4 11 4 4 6 1. 3 12 12 12 12 7 12 8 8 ' 8 5 12 6 1 5 1 7, 4 12.4 4 7 4 105.0 72 7 7 7 L 11 L 4 6 3 71 4 4 6 1 3 11 L 4 6 3 12 8 7 8 1 5 l2 L 4 7 4 12 4 4 1 7 1 4 12 4 4 7 4 170:0 71 4 4 6 3 j 11 4 4 6 3 11 4 4 6 3 11 4 4 6 1 3 12 4 4 7 6 121 4 1 4 7 4 12 4 4 7 4 17 4 4 7 4 5.0'- 12 12 12 12 11 12 12 12 12 7 12 12 112 11 7 12 8. 8 7 4 12 12 12 12 12 12'12 12 12 9.12 12 12 12 8 12 10 10 9 6 57.0 a 12 12 Oil 12 12 Du 6 12 72 12 8 1 5 4 6 3 ®rat{ 12 11 12 gignmilmon 10 7 minsms 12 V 5 7. 4 v4 01 TExrRB 1 a le 1 .V12 O•P(09 4... , '�1 2 t2 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 t 6 3 12 T 2 12 B 12 ly 10 9 6 12 v 7 8 5 105.0 12 8 8 1 7 4 12 4 4 6 3 12 4 4 6 3 12 4 6 6 3 12 10 10 9 6 12 6 5 7 4 12 1 6 5 7 4 12 6 5, 7 170.0 12 4 4 6 3 12 4 4 6 , 3 12 4 4 6 3 12 4 1 4 6 3 . 12 6 5 1 7 4 12 6 5! 7 1 4 121 6 5 7 4 12 6 5. 7 4 • 45.0 1 2 1 1 2 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 1 2 1 1 2 12 12 12 1 2 1 1 2 9 12 12 12 12 8 12 101101 9 6 V4b EC /CRETE FLE7C EMBEDMENT ( COMO= 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 6 6 3 12 72 12 12. 11 12 12 12 12 1 7 12 12 12 10 7 12 6 1 5 7 4 73.0 12 12 12 10 6 12 8 8 7 1 4 12 6 1 5 6 4 12 4 4 6 3 12 12 72 12 8 12 11 10 9 6 72 1 7 7 8 5 12 6 1 5 7 4 105.0 12 8 8 7 4 72 4 4 6 3 12 4 4 6 3 12 4 4 1 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 1 3 12 L 4 6 3 1 2 4 4 6 3 12 6 5 7 4 12 6 .5 7 4 12 6 5 7 4 12 6 f 5 7 4 ANCHOR SCHEDULE a • PAMPER! MAXIMUM SPACING (INCHES) : • -• . ' •. • . •.. • •SPANS EXIST. STRUC. 1 ANCHOR 1YFE ti 2viQ a L MIN. 3/4' EDGE SPANS UP TO 5' -8" (SEEN01E 1) - .' 8' -0" (SEE NOTE 11 UP TO 9' -0•' (SEE NOTE 1) SPANS UP TO 13•_1 (SEE NOTE 0 CONNECTION TYPE NEE NOM 3) C1) 2 " C3 Cc .0 CONNECTION TYPE (SEE NOTE 3) 1102 C3 .747.3 CONNECTION TYPE (SEE NIOTE31 I C 3 1-[.'75 CONNECTION TYPE (SEENOTE3) 7 :7 : - C5 fiOOM 45 0 j �11;1111Ni111111311111111u , , � 1 12 12 9 1 7 Ia a 5 la 12 ! 12 F. 4 1 1 9 9 3! 3 m ® E 7 � 2 { ._ 1 ! 3 2 � 12 L 3 4 3 V4'd WIN LAG W/ 7-3/4 MBL T F ItEAP � 1 70.0 7i 12 9 8 4 3 . 3 mu� � � . � 72 � i ®113ME IMMI IENI lAf�ifGi � i � T iG iGi�i�Eiiih�id � Pat er0w0014 SHEAR P RAIAEL DR PERP. 1 050 DRAIN 12: 1 3 . , 12 5 1 4 3 1 ':- • E • • 1 • •••• • • • gP •••• • • • • • • • S • •••• • • •• • • • • z r •••• • • •• • • • • • • • •• •••• • • • •••• • •• • • • • • •••• • • •• • • •••• • • • • SEE PAGE 7 FOR'ANCHOR NOTES t'.J. KDezevich ••••..b.d En.' FL Wen. No... ,. 0983 ruuAi •cri V 2006 r 87 O 0 0 0 0 09/14/2005J L N677D 1 MICA ��ro I1 05 -563 J ( sheei`G of 7 .1 • ANCHOR SCHEDULE FASTENER NIA (MUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS o ♦A ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. r EDGE DISTANCE SPANS UP TO S (SEE NOTE 1 SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1 SPANS UP TO 13 (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0'• (SEE NOTE 1) SPANS UP TO 9' -0•' (SEE NOTE 1 SPANS UP TO 13 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3 CIIC21C3IC4 C5 CONNECTION (SEE C1182 TYPE NOTE 3) 83184 C5 CONNECTION TYPE (SEE NOTE 3) 01182 C3 C4105 CONNECTION C1 TYP (STS NOTE 3) C2 C3 84 CS CONNECTION TYPE (SEE NOTE 3) C1IC21C3,C4 85 CONNECTION C1 TYPE (SEE NOTE 3) C21C31C4 CONNECTION (Siff 85 C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (5EE NOTE C1 C2 03 TYPE 3) C4105 'id111U1111111I1111111111 „,,, 45.0 12 1 12 12 1 7 4 9 9 9 5 3 8 , 8 8 4 ✓A 5 3, 3 1 3 7 • 12 12 i 12 8 5 10 10 10 1 6 3 9 99 99 5 33 6, 3 3 1 3 V, 87.0 10 10 101 5 3 7 1 7 RI DREM M 6 5 5 > � iil/ � .ii% � 1/ /I 771 "I 11 6 4 8 8 8 4 id' ii'��/�� /�� 3 I /.f�i� 33 widmilii� //yIl�/I %yI/�/�,i�i! // i Vi 801. IBE�BEDDMMW2T 73. 7 7 7 44 �ErAnddi / I � / � � idm 8 i 8 i 8 5 ��j�� f�ii�i�i�r rAir ' Adm /' %n 105.0 5 ��IFN/iio� ��'��U 4�/�y/'I/��IISi�i��p.%IO 6 33 3 3 5 zu 170.0 4 /1i.%ADZIN .�IOii AWMICISSMAZii/I ./I>•i•7I 5 E//ii� 5 mo • • • p1 f j NI 3 W 1 ' M AOD W 45.0 '12 12 12 nu 11 11 11 5 3 10110 1014 3 1INEWEEO 12 121 12 12 7 12 12 12. 8 5 12 12 12! 7 © 8 4 4 1 5 57.0 12 12 12 _ 6 4 9 C 8 7 r 12 12 12 9 5 11 11 11 6 4 10 8 9 1 5 ® 7 7 PAN " mel I 73.0 10 10 10 4 3 7 4 3 FM 6 3 12 12 12 7 4 9 5 4 j 55 33 8 � ��// � �, 170 7'E 5 G E 5 %SMICEMICFl� A i y r 'y, %'//IIIRE �Z�o' / 4 %I �ISIO �%E - 3 /I O O 45.0 12 12 12 7 4 8 8 8 5 3 Z 197UO 5 O 3 ' 12 , 12 12 9 6 1 3 8 8 8 � r / ` • ` • 1 /4 POWERS • • 1 • NAL-IN W7 1 -F •.EMBEffi7ENT *10 V 73.0 7 7 7 EN5 NE N A�� 8 8 • r / © 105.0 5 J � / ' � 3' `ANN IIICI II� I I � I ��Q•I" M. FS 170.0 L /d OrdelOZW:At � L � L 4 ilViff rd 4 HOO EF/ii M N%'SUEM 4 NZ 3 ••• . ik • fig. W/ 8 1 -V EMBEDMENT L •' 4-20 MAI:MINE SCREW 1ITTH NUT 45.0 12 12 12 9 5 12 12'12 6 4 11 11, 11 5I 3 8 4 4. 3 MEM 12 10 6 12 12 12 7 12 12 12 6 4 D YI /r4 57.0 12 12 12 7 4 10 10 10 1 5 1 3 9 : 7 8 . 4 ,. cyI � ' fl 12 12 12 10 9 ; '1 0 5 3 73.0 n 11 11 5 3 A � IPM0'IIiIO 7 3 �/ 3' � 3'�tI /� 6 �, 12 12112 I 4 I , ' 1. 4 CP 7 3 3 6 r 6 O% 3' i/ i d 3 �' MY%II - h' // /.iI N 1 05.0 8 4 4 3 I //� 170.0 6 ' AO !/ifil♦'III/ �/I �� 6 and El y 0 %IY/IMEINY'%AI' � 88 ► � 4 Iry/a� '- """" . nn m> ' -m 'I . " " "'' " "" ' " ° ' " " ' 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 L3 12.112 12 12 7 12 12 12- 9 5 12 12 12 8 4 8 4 .L . 5 3 57 57.0 .0 12 12 12 12 8 4 1 9 9 9 5 3 7 j� ►'YOIM 4 � A 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 73.0 10 10 10 6 ' 3 UDU ETWPA�VL �8 % '6 �/�. i 5 12 12 12 7 4 8 5 L 5 1 3 MOM / 3 ' 7 rid NL7 4HE7C ENEAD TAT N/ W/1 - 1/4 - MD= 105.8 7 3 3 4 ' 5 5 '/I' 3 /I/ ® �7 ANSING 7 ' .%/w � y /. 7 170.0. 5 Z40 ► V / 0 � 33e 5 / /viiZ 5 NM 3 � / !f/ ©6�� © /6�7J 7 NEM= • 45.0 12 12 12110 5 11 11 11 7 4 10 10 6 7 3 3 12 112 12 12 7 12 12 12 9 5 12 12 12 p0 8 6 57.0 73 0 12 10 12 10 12 5 4 1 , � �I O / u p 9 5 3 � 10 �� 3 8 il nu 12 12 gm gm. 12 1 '' L ``/or 1 44 5 11 7 44 10 8 3 I' V4 " ~ r11ed6r 44. PLEx /�gccoo1�� 05 0 7 3 5 3 , �. C .'' i �� a ry 5 %I 8 55 / 11 ,/ 1 1 ' I W �//,, w i= 77 i U i �� ff/ // / ��or m an 7 170.0 5 AMR 5 m � I I�Q0ZWI,%enII 5 r 7 A � / L%iia 3 s I .irolmordmga / / %Iaiie 7 fi 8 e • •••• • ;• •••• ter• • • • O 0 • N • O • • • •••• • • •••• • • • •• •• • • • • • •• • • • • • •• • • • •• • • • •• • • • • • • •••• ANCHOR NOTES: ETA ALLOWABLE STORM SHUTTER HERE SP FOR WE LOADS MUST BE UN818ED 1HOSE SHOWN IN TABLE 1. PAGE 5. 2. ANCHOR ANCHOR AND EDGE SELECT EXISTING GREATER MATERIAL, EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF - EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING . - S -ION UETALL5 FOR ID ITL.r._i.7ION DF CON4E'l00 ' :'PE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. IELD V VE G RIF STRUCTURE THAT AS TENERS INTO A CONDITIONS 000 FRAM ING 57E MEMBERS, NOT E PIECES. PLYWOOD. FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY 000 7. SHALL E LOCATED FASTEN CENT RONARROW MINAL 2" x 4 WOOD $TU 3 /4 "SOUTHERN ACCEPTABLE = OGEATTER DENS FRAMING. LAG SCREWS SHAL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS 81 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 5. r 0 5 088Ai:S ANCHOR CONDITIONS W0IC'h ARE NOT ALL = ?'ABLE ..585. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.0. 12. FOR BUILD -OUT MOUNT 5ECTION 0 ANCHOR SPACING SHALL NOT EXCEED 61 u 1 ° o U n U u v�p Ir 3' E V.J. Knezevich PMmb I(ngiKm License No: 0033 �IJ 09/14/2005 A NmmJL°°" .ce j ffi .1 05 -563 Sneer ] of__ TOWN & COUNTRY INDUSTRIES INC 400 WEST MCNAB ROAD FT.LAUDERDALE, FL 33309 Shutter Product Approval Authorization Form Date: ' 0 2-4 — ( O � v Municipality: V E OF 7' / 519-691 � a Building Official: V ` L OP tf 1 511‘2 Storm Wise Solutions is the Dade County Notice of Acceptance holder for the following Product Description: Product Approval No: 0.050" Aluminum Storm Panels Shutter 05- 0713.03 This letter authorizes STORMWISE SOUTH FLORIDA to use the above mentioned product at the following job: Name: 6CP27 ND VV / Address: Jti®f9 iV /4-Y , 5/1 - 00.E City, State, Zip: tit' J-f o/ S G c5c305 Sincerely, • • • • •• • • • • • • • Storm Wise Solutions N.g: •• Permitting Department ENIS GASCON . • • • ... . • • • • • • • • • • • • • • • • • • • • • • • • . • • • .. •• • .. .. . • • • • •• • 1. This form must accompany the application for the building permits and shall become part of the peiimit dopwnrnts. • • • • • • • • .... .... • • ... • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Town & Country Industries, Inc. 400 West McNab Road Ft. Lauderdale, Florida 33309 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 oI 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 Iabel 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 entifa NrIA 041 I prdviCled to the user by the manufacturer or its distributors and shall be available for inspection•at the job siteatlha shiest of the Building Official. This NOA revises & renews NOA 4#03-0421,13 fcncoi silts of this page 1, evidence submitted pages E- I and E -2 as well as approval document mentioned above. The submitted documentation wa.s reyje b Way A.1Ylaka f, P.E. • • • • • • • • • • • • • • • • • • • ••• • O ... • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . . • • • • • • ••. • • • • •• • • 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.buildingcodeonline.com NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Page 1 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: • I. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel", sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. 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, P.E. C. CALCULATIONS: I. Comparative Analysis and Anchor Analysis, dated 07/12/2000, pages 1 through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. .1. Knezevich, P.E. 2. Comparative Analysis, dated 10/26/2000, 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. • • • •• • • • • • • • • • • • • • • • • • .• •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • ••• • •• • • • • • • •• t.; • • • • • • • •• • • • • • • • • • • •• • • • • •• • • ••• �H elmy A. Maker, P. E. Product Control Examiner NOA No 05- 0713.03 Expiration Date: 11/16/2010 Approval Date: 02/16/2006 Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL 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 CER'1'iP'ICATIONS 1. None. • • • • • • • • • • • • • • • • • • • • ..• .• • • • •. / e%- • ••• llehny A. Makar, P. E. • • • • • • • • • • • • • Product Control Examiner • • • • • • • • • • • • • • • • • • • • NOA No 05- 0713.03 • • •• • • • • • • • • ••• • • • • Expiration Date: 11/16/2010 Approval Date: 02/16/2006 • • • • • • • • • • • • • • .. • • • • • • • • •. •. • • ••• • • • • • • -2 • • • • • • • • • • n • a 1.05" (TYP.I SEE NOTE No. 10 1.17' 12.00" COVERAGE 1.525" 315" R SEE NOTE `J No. 10 i I i 6.000" COVERAGE P R 11 700'( 2.030" °h° HEADER SCALE : 3" = 1' -0" 3.385" MAX. .092" .177" • .ITYP. . .465" - 55" N .094" T .060"3 00 .101" .094" (ZAMAC 3 ALLOY) KEYHOLE O WING NUT `-' WASHER SCALE s HALF SIZE SCALE : HALF SIZE r N OAOS 06/29/2005 • • 1/4 -20 MACHINE SCREW 1017" Q_CiSSU0 DIRECTIOM`•mr BE REVERSED), hl y • x.632 " LABEL LOCATION 2.02" • 125" TYP. .375" R • • • • N 1.0ir MIN. , • 5.0011 MAX. • 090" SYM. 090" oo 215 N 1.05" MIN. (TYP.) 1.17" S 111,41 ® t • • OC• (FINISH) O C -T SC. E : 3" 1.1' -0" S•E•CA 1".6-0" SCALE : HALF SIZE SCALE : HALF SIZE 0 A • 0 • • • • • l • 1. THESE. �CIgry p p 7T •••• g'Q�.1 NOTICE E pp C ( • BY R M RAM I- ZONE (HVHZ OF 0ME FLORIDA O L DI I COD 2 004 EC HIGH VELD CITY /. NO iNCREASI asi pp PRO DUC T . �WIIN'N� LOAD D T O ORR 0 1.6 WAS IN FOR .DESIGN OF • ti• • 3. TNESE ACCHAUCElAI'M GOVERNING C000 AND GOVERNING • WIND VELOCITY. • • • to • • • •!.. IN THES A S. DMENTS1IRE GEP�RIC 450 0 NOLUDE FORMATION FO SI T• -SP CIFIC.SPP 7 THIS SHUTTER 0 SYSTEM. T INC 5. OOF pp THE FILOR!D •APoRt 1 NtTR 1• AIVE E N S SSHVALL COMPLY WITH CHAPTER 610155 -` S 220 6. 501 OEV ADE p P095 05 5410R AL PRO 17150 SS T I R7 CT SUTB R BA 00141.00 H D T S 7. THE APPRO OOCUMEA0OIDTION TO THESE APPROVAL DOCUMENTS WILL VOID 8. BUIL laoFFICIAL MAY ELEC 00 ry FOLLOWIING 0�0�11055 OCUMEN TS. THE Al SEALED BY A LI ENG OR 500 SN 1900 A L RC HI TPC1' IJHIEI FTAI C E S A CON ITION TO i E 8 `DING OFFICIAL AND JUS IPY THE IA I N AI 7 o V 0 O 54COS SS L 8 U L TH G T ENGINEER FOR R VI W A GERQANTRIEG HIS /HER APP ME E SI C B1 FROM THE MIAM110A COU PRODUCT CO DIVIIISIION RC AND ZONE AREAS ONLYOOPTION v8 TSHALL. 8E ACCEPITECHBY THE BUOILOING OFFICIAL 9. M OF ONE AND SHALL BEPERMANENTLYE PANEL WITH A O A S FOLLOWS, TOWN & COUNTRY INDUSTRIES, INC. MIAMI -DADE CO PRA CT g A g4P PP pp R 1 O , VED 10 yy FOLLOWING N1NIMUM THICKNESS 450 MPC ICALROPERTIES, 505INAL 0 050'' 11. ALL EXTRUSIONS SHALL BE 6063-16 ALUMINUM ALLOY, U.O.N 12.4 MINIMUM 105511.0 51955015 00 6 $E k GALVA 0 NIZED OR STAINLESS STEEL WITH 13 P0R 6" 410) "11 S 104059 MOUNTING CONDITN NAR LY WHERE APPILICABLE GIXCEPS 2.02" (TYP PANEL. SPAN TYPICAL SECTIONS .062' 2.250" BUILD -OUT F-TRACK SCALE . HALF SIZE .313 1 I, ;377" Lmax., SEE STORM PANEL SPAN 5.. " HORIZONTAL ELEVATION Os, is1 NCEY HOLES al .0'4" I N .120 01 061: .125' N� t012"11, I 2.00" MIN. 1 5.00" MAX. 375" 2.000 375" , 2.020" ' ® 91" HEADER 3 BUILD -OUT 'V HEADER SCF.1 0 : 3" = 1'-O" SCALE : 3" = 1' -0" TOP MOUNT .376" 2.250 190 B ) F° TRACK SCALE : HALF SIZE P-� .315"0 1.00 .5 ,650 "0 - • - - -- KEVTICILE SLOT BOTTOM MOUNT TYPICAL VERTICAL ELEVATION SCALE: 1/4" = 1' - 0" 13 ",452 16S5" 0.090" (TYP.) m 1/4" MAX. 15"0 1/4" MAX MAX. 2.250 190' 465" 0.090" (TYP.) 2.00" ; `OPTIONAL 1 1/4 -20 MACHINE SCREW (1112" 0.0.15TUD DIRECTION MAY-' BE REVERSED) 6 0 5" TYP. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. TRAP MOUNT CLOSURE DETAIL SHUTTER OVERLAP SHALL BE A MINIMUM OF 1.5 TIMES THE SIDE CLEARANCE BETWEEN THE SHUTTER AND WALL O STUD ANGLE ® STUD ANGLE SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 655" .440" LEG DIRE O °F' ANGLE -TRA SCALE : HALF SIZE FASTENER la 12" LESS THAN OR EQUAL TO 8" 0.C. FOR OESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) " MAX ALUM. ANGLE CLOSURE PIECE 1 "x2 "x0.125" MIN. TO 2" x 5" x 0.125" MAX. ALUM. ANGLE _ UILD -OUT CLOSURE PIECE DISTANCE 1"x 2° x 0.125" MIN. TO 2" x 5" 11 6125" MAX. XISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. BUILD -OUT MOUNT CLOSURE DETAIL MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. WALL MOUNT CLOSURE DETAIL TYPICAL CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" 1/4 -20 MACHINE SCRE 11112" DIRECTION W TUD DIREC MAY-1' BE REVERSED)oi ni j•• .091" TYP 1� 2.00 "1 879 " 563"0 (20 GA. SALV. STEEL GRM XISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE ASTENER 91 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 8 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR aI SCHEO. FOR ANY ACCEPTABLE W ANCHOR) PRODUCT REVISED nncomplying MS theFlotitM IRMIng Code Acceptmco No O - 3. 03 Esp4ndon Dam Mt"' o Dada Division as En tale 60 NOTE ("°"° NW V J. Knezevich NotegstortN R 110000 l a°°, M MCR 05 -353 sheet 1 of 6 j DETAILPPASs THRU' SEC) ANCHOR SCHEDULE 1/W 1 3t/4A ICONC.1 OR MIN. (BLOCK) EMBEDMENT M 1 -1/4" I l�u et 1/4`0 POWERS CALK -IN W/ 7/8` EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 0.n KM 1/4 "0x MIN. 1/2 2 -" SCREW W/ MINIMUM 1 -3/4^ EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN WOOD 12" I 4" 7^ 12 - • • • •••• • • OULE FOR MAX. SPA © 'P' MACK/DIRECT MOUNT SECTION SCALE 3" = 1' - 0" umatinspatimpaposa aa EE MIN. STORM PANEL SEP. FRO GLASS TABLE 2 *14x 3/4" °- TEK SCREW .tZ V' ea 12" 0.C. a BETWEEN Qa'A N TRUSSES o o EXISTING GLAZING iGLLkr WEI V.J. Knezevich R Bttrca 1090 °e0v 06/29/200] [ItIpm11 05 353 MC& ( sheet 2 of 6 • • • • • o • • . •••• ° M I 0 ° z 0 i N z A a: 5 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 • •s • S 1/2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ••• • !N COmECOON TYPE fi!Ft*ct ANCHOR SCHEDULE FOR MAX. \ SF•1•i•0 ` EXIS LQARETE, HOLE CK OR •• • • • • •• • WO O FRAM) G • • • • • come-aim -aicome-aim TYPE • • •• • • • • • WALL MOUNT SECTION SCALP 0" •••• • • • • • • .-EXISTING CONCRETE, • • HOLLOW BLOCK OR •••� W000 FRAMING EDGE \ \�F, 146� \ -1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O CEILING/FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING ITYP. TOP AND BOTTONI 1/4" MAX. J 4 EXISTING w GLAZING 0 J wa w w = N V x Z w N SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 4 a MAY BE IEi EVERSE =1/4" MAX. CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 PTIONAL LEG DIRECTION CONNECTION TYPE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q. EQ OPT ONAL LEG DIRECTION Z m a ? 1/4" MAX. EXISTING CONCRETE, HOLI OW BLOCK OR WOOD FRAMING EXISTING GLAZING ©/4" MAX. O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" O 'PASS THRU° SECTION SCALE: 3" = 1' - 0" 1/4" < MAX. g STORM PANEL SEPARATION FROM GLASS TABLE 2 EMBEDMENT EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE DETAIL 2 "x5 "x1/8" x CONT. ALUM. ANGLE OR 4" x 1/4" x CONT. ALUM. FLAT 1/4 "0 THRU BOLTS W/ LOCK NUT (D 12" O.C. FASTENER, SEE DETAIL ©ANCHOR SCHEDULE, FOR MAX. SPACING TWO 2" x 5" x 1 /B'• a CONNECTION TYPE ALUM. ANGLE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 69 OPTIONAL TOP MOUNTING 1/4 -20 MACHINE BOLT WITH LOCK NUT Cal 12" 0.0. (TYP. TOP & BOTTOM) 1/4" MAX: THREE 1/4 "0x MIN. 4" LONG W000 LAG SCREW EMBEDMENT INTO W000 MEMBER CEILIN MOUNT / BUILD OUT SECTION F SCALE: 3" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING- EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP AND BOTTON)-" REF EXISTING 1 GLAZING SEE MIN. STORM PANEL SEPARATION FROM GLASS TABLE 2 FASTENER Cat 6" 0.C. OR Cal 12" 0.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 -W000 ROO OR FRAMING MEMBER SHALL BE PERPENDICULAR TO THE PANEL FACE EXISTING STUCCO FINISH OR PLYWOOD SOFFIT MAX. EZ 19 x Z N Q E y PRODUCT REVISED as C RC, o g ti the Fkrbm AceePaaa No 4,5"--0113.03 8 • • • • • • 3 • Z • • • 0 a: • EMBEDMENT • • • itw—ii -61:11 ,......ffiammi, EXISTING GLAZING z SEE MIN. Q o. STORM PANEL a SEPARATION ix FROM GLASS a TABLE 2 w w W ••• • • LY7i� x ••• ••• •• • • • • •• XISTING CONCRETE, • • • • • HOLLOW BLOCK OR • W000 FRAMING d G l i f I D CElun W % MOUNT SECTION siveStBLE: 3 " =1' "•••• •••• • • • • 1/4 -20 S.S. BOLT & BOLT & WINGNU @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1/8" 6063 -T6 ALUM. BENT PLATE 1/4 -20 S.S. BOLT /& BOLT & WINGNUT @ 24" 0.C. (TYP. 20 GAGE STEEL BENT PLATE OR2 "x2 "x1 /8" 6063 -T6 ALUM. ANGLE EXISTING BAY WINDOW 4 " MAX.. MAX. 1" OVERLAP ® TYPICAL CORNER CLOSURE DETAILS (PLAN) SCALE: 1 -1/2" = 1' -0" XISTING WOOD FRAMING CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" CMAX. H 0 Lti S N Z 5 J a • I� MAX MAX. /4 -20 5.5. BOLT •& NUT @ 11" 0.C. 2 "x5 "x1/9" CONT. ALUM. ANGLE Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1 -EXIST O IV�G 1" OVERLAP A A 1". 2" 2 "x 2" 2 "x 5" 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 GLAZING EMB SEE MIN. STORM PANEL SEPARATION FROM GLASS' EXISTING CONCRETE, TABLE 2 tJ HOLLOW BLOCK OR EftM W000 FRAMING volla EMB x 0.055" 6063 -T6 ALUM. TUBE PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN W(NGNUTS FROM THE INSIDE 1 1" x 2 2 "x 2" 0.055" 6063 -T6 2 "x 4 x ALUM. TUBE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 5" LONG HANDLE RIVETED TO PANEL WALL MOUNTED 5 "x2 "x 1/8" 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. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACIN 2 -1/2" x 1 -1/4" WIDE NOTCHES (TYP. BOTH 5(0E5) 1/4" MAX. EXISTING GLAZING- 1/4" MAX. DETAILS EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 1/4 -20 STUDS @ 12" O.C. CONCRETE ® WALL MOUNT / BUILD OUT SECTION SCALE: 3 "= 1'- 0" EXISTING G HOLLO BLOCK (MAX. PANEL HEIGHT n 7' - 4' & MAR DESIGN LOAD .:72.130 P.S.PJ O INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" e • 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. NON- STRUCTURAL FINISH MATERIAL BRICK OR W000 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. / SPACING 1/4" MAX. 1/4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING NON - STRUCTURAL FINISH MATERIAL 3/8"0 HOLE FOIR FASTENING PANEL PRODUCT REVISED aacomply/41 mi1A She Haft Bidding Code Aceopionce Doer* 0 a3 EE DO1 O I 0 DR ma3 Dad Cealrol Division • • • • 8 W 8 1 1 Copyright ®_2005 Thomton- Tomasetri Group, Inc. j • • • • • • • • • •• • • • • ••• • • • • • • ••• ANCHOR SCHEDULE FASTENER MAXIMUM (INCHES) FOR VARIOUS DESIGN LOADS MID SPANS ANCHOR SCHEDULE FASTENER MAXIMUM SPACING 1 REQUIRED DUIGN LOADS AND SPANS Thomton•Tomasetti Gro 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 3331 Tel. (954) 522 -3690 • Fax (954) 022 -3691 • COA 4 751 Webslte: www.helTGroup.com -3mus •tstx3 ANCHOR TYPE o3via��R � o:s 'EDGE DISTANCE MIN. 3' EDGE DISTANCE - Dnlus - 151X3 ANCHOR TYPE LO (44 P.S.P. MAX. (SEE NOTE 1) EDGE DISTANCE SPANS UP TO (SEE N0 SPANS UP TO (SEE NO SPANS UP TO 12' -1 (SEE NO SPANS UP TO 6' -0 (SEE NOTE 1 SPANS UP TO 8' -8 (SEE NO SPANS UP TO 12' -0" (5EE NOTE 1) SPANS UP TO 6' -0 (SEE NO SPANS UP TO I' -8' : NOTE SPANS UP TO CONNECTION C1 (58 C2 TYPE NOTE 3 C3IC4 C5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3 C4IC5 CONNECTION (SEE NOTE C1 C2 C3 TYPE 3 C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECT C1 (SEE 6 C2 C3 PE C4IC5 CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 SEE C2 NOR? C3 TYPE 3 C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3 C4 CS •k1 • • • • • • sm,aNleliotu(Hyitfli4 1/4 ^40 ITN TAPCON W/ 1 -3/4^ MIN. EMBEDMENT •..ti_yL 43.0 14 14 14 14 14 14 14 14 14 14 1L 14 14 14 741 0 o QOOM 2" MIN. 43.0 14 14 14 14 14 14 50.0 14 1400 mm 140 m 14 14 14 114 14 74 x 50.0 14 14 14 14 14 14 72.0 84.0 150.0 14 14 14 14 ®EM 00 103J P N ©© mm mm 12 u N 4 Ef 14 12 14 12 14 12 01 m In N N N l »HH mm 14 141121 14 N m i ;- Nl 1.' 10 6 �IP N it 14 14 14 14 1 1:41 4 m ., t 14 1y 1/4 MIN. 3" LONG OR 08. N TD WQO GR 4N m L a.3182 .- 72.0 14 14114 14 14 14 12 l a r 14 150.0 14 14 j 4 14 14 m 1 1p I1n07'P 1 �' , ... I*1 w/14 A HWE 5 RE S TEE V4- L I. !. P . !•...+cs41. 43.0 50.0 2 �� iii % �� e i I AM MO� �% irri . % %. I mp rre./ 14 mm 1 4 14 13 14 14 m m 5 14 14 +t 11N11 ➢i 1117 43.0 1 14 4 1L 13 13 0 M SAM ' AV. ,i A �mm0 12 12 50.0 14 14 j 1 14. 11 11 0 9 �m' 9 7 � ; 4 �� /J 8 10 3 3 9 E 11 g � L g D 1 N 5fEEL MACHINE SCREW 84.0 4 El 4 W 0 ' ' 0 0 7~ t d yy 3 cT 0 � 8 0 � � © 8L,0 9 9 9 9 3 �� 150 .E 1r� ��0.A /p erA ...AWrrrrrAA%r1I1mW�I�Oelll 150.0 S 4 E`j��irrl � / /Iiiii %��rr . rt5_1.. df...,L.A.X,.5.6E9> t Fy CO MALE/ 'MALE 'FANELMATE' ,' 4 1 4 7/8" MIN. MBED, S SCREW 1 ., .___rIi 43.0 11 10 12 12 6 8 7 12 12 12 12 12 12 12 12 12 12 12 12 1 lr ',4d'A• I6008UE5%3 Ul Ne .18M9898M1- 1/ • ECO MALE / FEMALE 'PLANE W/ 1 2 /8- MIN. SCREW WITH NUT 43,0 14141414111414 11 9 8 1414!4 7 5 5. 0 2 1212 12 12 12 12 9 10 1 8 12 12 4 7 6 12 , 12 12 12 12 12 12 12 12 10 12 12 6 9 7 50.0 14 14 14 12 10 14 14 7 8 7 13 13 3 6 5 71006 �� 9 10 8 12 12 4 7 5 12 9 ,/ V 5 4 12 12 12 12 10 12 12 5 8 7 12 12 3 6 5 72.0 14 14 7 8 7 12 12 3 5 4 9 7 V/ L 3 84.0 12 2 6 8 7 12 12 3 6 5 12 9 4 5 4 12 12 8 10 9 12 12 4 7 6 12 12 3 6 5 84.0 14 14 5 7 6 10 10 5 4. 9 7 •' 4 3 15.0 ® ®Q� � ® ® ©� ® ©Q ® ®© 6 5 150.0 9 7 �� 4 3 9 7 4 3 9 7 4 3 �/ rTEE1C1Ev'NY • • • 1 /4 " oELCO sae* F � ••yyMy1NN W/ - 3 /4ENT. 330083J. T^�T :•Y/•Ilimmm 14.'4 14 ' 14 14 m mmmm ®mmmmmm 9 14 12 t • El 1t'a .n i 0 D m 3 ) ' * IEHU 14 12 14 12 14 14 6 10 EICIMI immm! M1®mmmPI 6 12 10 ! AN0100 NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACNG ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LEMTTED TO THOSE � � i�� Yi•`.AL7m 84.' • � ®mm© 10 8 14 12 3 mmmmliioiiYiiii.�%IO •� !�•p�/�� ®II�.®�i 1� 9 7 14 8 12 10 14 14 4 8 7 14 12 3 7 6 14 14 9 14 12 14 14 5 10 8 14 13 4 9 1 7 SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN O 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. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT 400 EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE 15 WOOD FRAMING WOOD FRAMING CONDITIONS MEM NOT VERIFY WOLO. FASTENING TO PLY IS SIDE CLOSURE PIECES. OF (MIN) WOOD sTUO B. SHALL LAG SCREWS OCATED A INCENTER OF NOMINAL 2 15Q. j 44 3 7 6 14 12 3 7 6 14 12 3 7 6 14 13 4 9 7 14 13 4 9 7 14 13 4 9 7 1,,�„,„„K(H6;Tdtu1„ - 43.0 4 14114, 14 12 14 14 10 10 B 13 13 4 7 6 14 14 14 14 14 14 14 12 13 10 14. 14 5 9 7 ? - 1 1e 3 �y • • • /4"40 ECCR T�CON W/ 1 -1/2" MIN. EMBEDMENT • • • Ly. _ ... 5�tr 4 14 13 10 14 14 6 .9 7 11 11 3 6 5 14 14 14.14 13 14 14 8 11 9 14 14 4 8 . 6 1e0 1/ of. 6 9 7 11 11 3 6 5 8 6 A 4 3 14 14 8 ' 11 • 9 14 14 3 7 6 10 8 . d . , 5 4 8A0 ��mW��m07�m©mm©� ®/;�i 400•4 5 4 150 DYr/.iiYW��/Jii©OD��IIW�© ��ipa•I�� /� 1�' r 5 4 V.J. KQE28F(CYl Ra kNm�N 6ginee R. Llama, Na• °..1.83 HOLLOW CONCRETE BLOCK L�G.itdi 1/4"40 ITW TAPCON W/ 1 - 1/4^ MIN. EMBEDMENT 43.0 14 14 14 B 6 101101 5 5 4 7 7 / 14 14 14 10 B 12 12 6 7 5 9 9 5 4 50.0 13 13 13 7 5 9 6 6 14 1 } 4 • 8 7 10 10 4 6 4 W 7 // 4 3 72.0 00 3 5 4 6 � 9 Y'AV / 3 � 5 / 4 / � /Iii©%/.//Mm' y A �� IIIYii�©MEMEIE � 14' Ql / ©V 84. �� ® ®y�� © Q� ©�QN��AQ9 ©� 150.0 Q©Nw% rrAtIO©a�rr�© WOMEIEI EMEIE/r4,m��IOr4©% •' 111 W V4 "40 S 018836MENT - I& 1/4 a[HPt�E 59 STEEL 43.0 %�� r� �� mQ� © ©m ©�� ©� 6 Z ` 50.0 M00% Ar��91/. // /w%iffrA�iOEI______ ___ . ©% . x EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING, W000 STUD SHALL BE j�J 1 7 72.8 rarArhir�ara��rrr ©M ® EIMEI ATER DENSITY. LAG SCREWS SHALL HAVE PHELPS PAN PINE" HEAD OR HEX HEAD. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN B (SIDEWALK AN D MAY HONE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER 10. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 11. • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. t9� Elstklhig Casio m No0 - 0'717. c o O .' g 5 E ro 1 84.0 � �r �� / �rrrr� rAriamm rrr�i�rAra�©rArrIWAIF 5 11 11©©© 5 4 12 ©I% 12 12 11 9 12 I�YJ/MJIMMVX, 12 9 8 6 12 12 ' I?ar 3 5 4 150.0 O��j / rr .�iMZ��% 10 8 12 12 7 it Ralf I•Amlu 1111= It <I IMtlOMll57 ' Et4ANELMA7E FEMALE " W/ 1 - 1/4° MIN. EMBED. S 1/4 - 20 MACHINE SCREW WITH NUT 43.0 12 12 12 50.0 12 12 12 8 7 12 12 6 5 10 10 4. 3 12 12 12 10 8 12 12 5 7 5 10 10 5 4 72.0 12 12 0 6 5 9 9 3 7 5 3 12 12 5 7 5 10 10 / 4 4 7 5 x 3 3 .0 12 848223 1122 5 4 8 3 7 5 / 3 72 12 4 6 4 8 61 A 4 3 7 5 3 3 150.0 Yii" X 33 /� VA EIE OWAB© �EIMIDI ©MEMIElEIN© ® ©V4© 3 43.0 14 14 14 14 11 14 14 9 9 7 12 12 4 7 5 14 14 14 14 11 14 14 10 9 8 13 13 4 7 5 1 /4 ^NE N CO /4REMINALEN EMBEDMENT 50.0 14 14 14 12 9 14 14 6 8 6 11 11L 3 6 4 14 14 14 12 9 14114 6 8 6 1111 3 6 4 .40 it. T 72.0 14 74 6 8 6 10 10 4 5 4 8 6 4 1 3 14 j 14 6 8 6 11 11 3 5 4 8 5 6 4 3 84.0 9 0V /� © ®�® ©�IOw%i©EKIEIN 4 3 r MODEM 150.0 YY'� ®m1� Am©mY�i� 4 ! 3 g° IiiiiNiiiN\iiiliiiliNiF. 1/4"40 ELCO TAPCON w/ 1 -1/4" MIN. EMBEDMENT 43.0 mmmEMmm��EM®mmm�ml0�•Y'•ICi 6 5 Espin11aa Daft WM*� • 10 ( ""' 06/29/20051 50. 13 13 13 9 7 9 6 4 6 6 14 14 14 11 8 12 7 5 4 BY / L �N01E• SCR � -M_ 72.0 9 9 3 6 4 6 • .4 �/ 5 l 4 � 12 12 4 7 6 8 4 5 4 3 � / 33 � iE � 33 /INA ..�4 84.0 mpm EIWA 3 UMW: =6 - NAM /'EEM�//21�©ia' 150.0 ©v//iL/.©©i��Illi Era tl©/�Iiitii•iiI/OIICiLi7/Q 3 ...... 1 05-353 1 sheet 5 of 6] • • • • 8 W 8 1 1 F Q 01 J W N 1 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN IL) (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 0 8 -8 3 2 -1/2 9 -10 5 3 -1/4 8-8 3 3 -1/4 9 -5 3 3 -1/4 • 4•• • 4 -0 3 1 -1/2 8-8 •• 3 3 9 -0• • • 5 3 -1/4 •�•• a . • 4-0 • • 3 1 -1/2 • a 8 -la • 3 3 - - - s - 4 -4 • • 3 1 -1/2 7 -9• 3 2 -3/4 •1.0.0•• • • 4 -0 3 1 -1/2 • •• 7- lb • •• 3 2 -1/2 • 110.0 • 4 -00 3 1 -1/2 6 -9 3 2 -3/8 a. •120.0• • •• -la • 3 -q ��• • 3 1 -1/2 6 -4 •••• 3 2 -1/4 V.J. Knezevich Profaszkaal 0.lkesm MOM 0 • • n • h • 0 8 2 • 3 N 0 rn 5 0 • • • • • • '•• • • • • •••• • •• • • • •••• • • • • •••• • Ej NOLES" 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS ANO 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 MUM= NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L 1 MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE POSITIVE OR NEGATIVE DESIGN LOAO IP. S.F.) 40.0 45.0 50.0 60.0 62.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 210.0 220.0 230.0 SPAN FOR NEG PRESSURE (FT - IN) 12' -0" 11' -3" 10' -8" 0 9'_7" 9 . -0 " 8' -11" 8' -8" 3' -10" 2•_10" SPAN FOR P75 PRESSURE (FT - IN) 10' -4" 10' -1" 9 -1" 2' -10" PRODUCT REVISED as eomplyia8ptffi Ro Mang Code Acceptance No 04- O Date 2 6i 0 0 06/29/2005 I At4oTED 1 Mat 05-353 ( sheet 6 of 6 Storm. Wise Production, Inc. 13015 N.W. 45 Ave (spa- Locka; F1 33054 Phone (305) 597..7797 Fax (305) 597 -7795 Shutter Product Apps ovai Authorization Forth JJ1e: O( 4 1O � :��It.11ijeipality: V(�I�4 --& OF 1 61/ T3ui.ldx� �� Gtt:icxa1: 1I10,4 OF r11 , 5M5 Storm Wise Solutions is the Dade County Notice of Acceptance holder for the f=ollowing Product Description: High Koller 50 Extruded Aluminum Reif- Up Simile; Product Approval No: 09- 0121.20 This letter authorizes Storm Wise South Florida to use the above mentioned product at the following job: Nai.ne: - NOV4T .Address: *WO N 6A -YsH 49A1 0 City, State, Zip: tl 3f&25 ict3 Sincerely, Storm Wise Solutions, INC Perini Department Enis Gascon •• ••• • • • • • •• t. '('his ibrm must acco� . , a�i A: he building permits and shall become part of the permit itt etintents. ••• • • •• • • . • • • • • • . • • • • • • • • • • • • • • • • • • . • . • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • • • •• • •• • • • •• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT ('ONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Stormwise Productions, Inc. 13015 NW 45' Ave Opa Locka, FL. 33054 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 AIIJ (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: High Roller 50 Extruded Aluminum Roll — Up Shutter APPROVAI DOCUMENT: Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter ", prepared by I :ngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04 /23 /09,bearing the Miami -Dade County Product Control Revision and Renewal stamps 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 unit shall bear a peunanent label with the manufacturer's name or logo, city, state and the following staieInent: "Miami -Dade County Product Control Approved or MDCPCA ", 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 and renews NOA # 03.0507.03 consists of this page, evidence page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. MIAMI DJADE COUNTY K 'PPROYED i` , •• • •• • • • • • •• • • • • • •. •.• • • • • .• • • • •• • .•• • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • 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. b uildin gcodeonl ine, co m • • • • • • • • • • NOA No 09- 0121.20 Expiration Date: 01/29/14 Approval Date: 05/26/09 Page 1 Shutters Groiz r zac, NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWINGS 1. Manufacturers extruded drawings and sections. Drawing No. 09 -082 titled "High Roller 50 Extruded Aluminum Roll -Up Shutter ", prepared by EngCo Inc., dated 10/15/08, sheets 1 through 15 of 15, signed and sealed by Pedro De Figueiredo, P. E., on 04/23/09. B TEST REPORTS: Test reports conducted per 113C -TAS 201, TAS 202 & 203 -94. 1. Test report on Uniform Static Air Pressure Test per TAS 202, Large Missile Impact Test per TAS 201 & Cyclic Wind Pressure Test per TAS 203 of Series 55 mm Aluminum Roll Up Shutter System , prepared by Fenestration Testing Laboratory, Inc., Test reports No(s) 5200 dated 04/02/07 and 5228 dated 04/04/07, signed and sealed by Michael R. Wenzel, P.E. C t:ALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 11/24/08, pages 1 through 35 prepared by EngCo, Inc. signed and sealed by Pedro De Figueiredo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E MATERIAL CERTIFICATION Tensile Test Report per ASTM B557, prepared by Fenestration Testing Laboratory, Inc., Report No 5200, dated 04/02/07, signed and sealed by Michael R. Wenzel, P.E. STATEMENTS 1. Statement Letter of product compliance to FBC & "No financial interest" dated 04/23/09, signed and sealed by Pedro De Figueiredo, P.E. 2 Lab compliance letter, as part of above referenced test reports. 3. Release letter by Hi -Tech Shutter Group Inc. dated 01/14/09 signed by Rudy Gannendia 4 Request letter by Stormwise Productions, Inc. dated January 09, 2009, signed by Camilo Diaz G 0I'HERS NOA # 08-1952 and 03- 0507.03 . . . .. . • • . . • • • • • • • • . • •• • •• • • • •• Mohanuned Iqbal Shaikh, P. E. • • • • • • • ... • Sr. Building Code Compliance Specialist • • • • • • • • • • • • • • • • • • • • NOA No.: 09- 0121.20 • • • • • • • • • • • • Expiration Date: 01/29/14 • • • • • • • • • Approval Date:05 /26/09 E -1 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• ••• • • • • • • • • — SINGLE SPAN MULTIPLE SPAN S- HEADER HEADER SPAN HOOD ' 1 11 1 / — MULTIPLE SPANS HEADER MULTIPLE SPANS t SINGLE HEADER SPAN HOOD ' 1 11 TRACK -� / • • • ••• • • • • •• • ••• • • ••• • •• •• • •••• • •• •••• GENERAL NOTES: 1- DEFINITION: THIS PRODUCT IS A ROLL -UP TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- CODE: THIS PRODUCT HAS BEEN TESTED UNDER THE TAS 201, 202 AND 203 (LARGE & SMALL MISSILE) STANDARDS AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION, INCLUDING THE HVHZ (HIGH VELOCITY HURRICANE ZONES). 3- POSTING: A LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING THE FOLLOWING: 'STORMWISE OPA- LOCKA, FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED' • • • 4, 4- LOA1S! DESIL!NED0Uf7AD MUST BE CALCULATED BY A - • PROFESSIONAL• ARCHI! OR•ENGINEER FOR EACH SPECIFIC PROJECT. THE CAMUt$TED DESIGNED PRESSURE MUST NOT EXCEED THE •• ALLOWAfLE PASSURE! FOR ESCH SHUTTER COMPONENT 70 BE USED. • •••••• •• 5- MAA RIIAL A EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063 - kk LLTE • •• • • •••••• g• 6- FAS : ER ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIITCAg I1 THE C611ttS1 OF DRAWINGS. INSTALLATION AND LOADS AS P!1 THIS A{iPQQiAL. NO 33 1/35 INCREASE IN ALLOWABLE • STRESS 4AS BEEN US €€D IN THE DESIGN OF THIS PRODUCT. ANCHORS INTO WOOD WERE DESI,C LMTH 1.6 LOAD DURATION. (Kd =.85) • • •• 7- Mdti4eSPAN SSIUTT RS: MULTIPLE SPAN COMPONENTS SUCH AS STORM BARS, MULLIOilSgp IT IEADERS, TO BE DESIGNED AS PER THIS • SET W t/MINGS. • • •••• 8- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 8. 1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WIND LOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. HOOD TRACK- HOOD TRACK — SINGLE SPAN— SLATS- SLATS MULLION, SLATS-' L-STORM BAR MULLION- SLATS TWO SPAN - 1-HEADER STORM BAR SLATS MULLION SLATS- SLATS J STORM BARS STORM BAR SLATS THREE OR MORE SPAN HEADER STORM BARS DESIGNED PRESSURE COMPONENT REF. SHEET SLAT SPAN TRACK ANCHORAGE STORM BARS 3 4 - 5 6 -9 HEADERS I 10 MULLIONS 11 -15 NOTES: 1- ALLOWABLE DESIGNED PRESSURE FOR MULTIPLE SPANS SHUTTERS ARE FUNCTION OF THE LOWEST ALLOWABLE DESIGNED 1AA0 FOR THE SLArs, STORM BARS, HEA0E140, MULLIONS. MANUFACTURER STORIVIWISE 13015 NW 45th AVE. OPA-LOCKA, FL 33054 TEL: (305(597 -7797 FAX: (3 5) T - 7795 PROOUCT: H1- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering * u ,fsar. CA 8116 6971 W. Sunrise Blvd. 104 Plantation, H. 33313 ENGC01 AOLCOM Engineer Seal Pedro De Fgueiredo, PE 52609 DRAFT ING, PH DRAFTING & MORE Date: 10 /15108 Scale: NA Design by: PPMF MIAMI -DA DE BCCO3 PR ry7> �'"Sr Cz rioNd Ama,s:,;r �;, 09-0121 • ao 1 -7& "' ...,I D , off Control Drawing Number 09-082 Sheet 1 of 15 MEMBER MARK 14 (IN) L (IN) TP (IN) Tw (IN) 5 2 3 I 1/8 1/8 6 2 4 I/8 1/8 7 2 5 1/8 1/8 8 2 6 1/8 1/8 • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • ••• •• ••• ••• E 0 1- SLAT 6063 -76 ALUMINUM ALLOY •••• • • •••• 2- SSIR.•SIDE RA • 605a 4L%1M1 ALLOY •• • • • • • • • • • }. 78 i--- 2.08 --I • • • • • I••• •* •r. ••• • ... • ( • ••• 3- LARGE S 0E RAIL •••• • 6063 -j6 ALUMINUM Ai1 ••• • •• • • • • •••• 1/8' N u) • •• • •. —OL • • 5/6/7/8/9/10- BOX BEAM ALUMINUM TUBE 6063 -T6 Alloy --� 1. 00 i -- 4- 1/8' -1x1 ANGLE EXTRUDED ALUMINUM 6063 -T6 Alloy 9- 1 /8' ANGLE EXTRUDED .ALUMINUM 6063 -76 Alloy V MIN. - 3' MAX,! p -AP" PIVOT MOTOR ASSEMBLY a (2) 3/16' ALUM. POP R f / „IP GALVANIZED OR ALUMINUM REEL END CAP NECK SLATS ( 11 8X1/2' SMS MINIM UM 0.0< ALUMIN UM HOOD NOTE: THE ROLL -UP MECHANISM (GEARS, MOTORS, SUPPORTING END PLATES) ARE NOT PART OF THIS APPROVAL. MANUFACTURER IS RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER SHUTTER OPERATION. GEAR ASSEMBLY THICKNESS I I . 04 AL TERNATE ROUND & SQUARE HOUSING 0 0 0 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I 1 ER Engineering: -E tg (gc CA 8115 6971 W. Sunrise BIVd. 104 Plantation, F1. 33313 ENGCO@AOL.COM APR r 3 2003 Engineer Seal Pedro De Fgueiredo, PE 52609 DRAFTING PK DRAFTING & IMRE Date: 10 /15/08 Scale: NA Design by PPMF Mt AMI -DADE BCCO: CiOD Tt: illnAraD aa∎ .: JlLi,1-,3 :11116e Florida BY E 6 6:_4 t7. ede :Norma Contra( Iir e:iaa Drawing Number 09 -082 Sheet 2 of 15 2. 444 BASIC SHUTTER COMP l � 0 16', 14', 12', 10', HOOD ASSEMB. Y HOUSING MANUFACTURER: STOIRMW!SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597-7797 FAX: ;205) 5.37-7795 Pd(-) PSF 0 OF SPANS 1 I 2 3+ 24. 7 107 107 107 28. 2 102 102 102 32. 0- 98 98 98 35.7 94 94 94 39.6 91 91 91 45. 7 87 87 87 51.5 84 84 84 52. 7 83 83 83 55.6 82 82 82 57,8 81 81 81 80 80 80 69.0 iss.11_ 80 80 15.41111Mill 9 5 6.3 77 77 77 44 0 • 76 76. 76 70. 0 76 76 76 WS. 8 1 7 5 75 75 79. 8 74 74 74 Mtt 0 72 72 72 a0.0 69 69 69 600 64 64 64 S110 58 58 58 120 53 53 53 . 1 1 30 49 49 49 .4 45 45 45 150 42 42 42 .160 40 40 40 P70 37 37 37 '80 34 34 34 190 33 33 33 200 32 32 32 210 31 31 31 220 31 31 31 Pci(1.) PSF 4 OF SPANS 1 2 3+ 24.7 90 90 90 28.2 87 87 87 32.0 84 84 84 35.7 82 82 82 39.6 80 80 80 45. 7 77 77 77 51.5 75 75 75 52.7 74 74 74 55.6,4 74 74 57.41 73e 73 73 5 72 r o.o 72 72 74 62. reffik 71 rmor 71 67.3 INUEMIUNIIIV 69 . 3 71MAI 70 7r 70. 0 .I 69 69 72. . • 59 59S 75. al 80. 8 a 67 6 90.0 65 65 1CO low 59 54 1 10 mix 54 54• 120 49 49 49 130 igum 46 46 1 ' ' I 42 4 15t MEW 39 39 160 • 3:31 37 3* 170 3 35 3:.• 18 Aft" 33 33 19 Pry% 31 31 200 MIMI 29 2 210 mg' 28 28 220 EMI 27 27 • • • TABLE 1 - SLATS SPAN X DESIGN LOAD POSITIVE & NEGATIVE LOADS (PSF) X MAXIMUM SLAT SPAN (IN) • • • • • • • • • • • • • • • • • Pd= DESIGN LOAD IN PSF SPAN= SLAT SPAN IN INCHES NOTES: 1- INSTALLATION OF THIS PRODUCT IN THE REVERSED POSITION IS ACCEPTABLE 2- INTERPOLATE FOR SLAT SPANS & DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET TA3LE IA (GS) MINIMUM SHU 1 ER SEPARATION FROM GLASS Pd( PSF 30 SPAN ( IN) 36 UNIT LOCATION ( =30' GRADE 2° 49 I 2° 60 2-1/2° 74 2-1/2° 84 2-5/8' 36 2' >30' GRADE 1-1/8' 1-1/4' 1-1/2" 2-1/8' 2-5/8' 1-1/8' 49 2' 1-1/4" 2-1/2° 2-1/2° 2' 1-1/8' 2' 1-3/8' 40 77 36 49 50 60 74 75 80 36 49 90 60 65 36 49 100 59 60 2-1/2° 1-5/8° 74 2-1/2' 2-3/8° 2-7/8' 1-3/4° 2-7/8' 2-5/8' 2-3/4' 2-3/4' 3' 1 49 2' 1-3/8' 60 60 2' 1-7/8' 72 2-3/4' 2-3/4' 2' 2-1/8 1-3/8° 2-1/8' 36 2 1-1 49 2° 1-5/8° 2-3/8' 2-3/8' 36 49 60 67 2-3/4° 2-3/4' 2' 1-1/8" 2' 1-1/2' 2-1/4' 2-1/4' 2-3/4' 2-3/4' 2' 1-1/8' 2-3/4' 2-3/ 2' 1-1/4' 2' 1-5/8' 2-3/8° 2-3/8° G.Sr GLASS SEPARATION SEE TABLE 1A FOR REQUIRED GLASS SEPARATION OPENING 78892 OR MORE SPANS OPENING SPAN STORM BARS SHEETS 5 - 8 STORM BARS SHEETS 5 - 8 MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA-LOCKA, FL 3305; TEL (305) 597-7797 FAX."12.3.51597-77 PRODUCT: Hi-ROLLER 50 EXTRUDED ALUMINUM ROLL-UP SHUTTER Engineering: Ext g CA 8116 6971 W. Sunrise Blvd. 154 Plantation, Fl. 33313 ENGC.0©AOLCOM Engineer Seal P050 00 Figueiredc, 29 5::009 DRAFT 185 PO DRAFTING & MORE Date: 10/15/08 Scale: NA Design by: PPMF 81481-DADE 8330' •1 Fiondu Damson Drawing Number 09-082 Sheet 3 of 15 20R 3 • • • •• • • • • • • • •• TUBE BUILT -OUT MOUNT •••• • • •••• 1INSET MOUNT) 1 EDGE I DISTANCE —I. ( ED) 0 J�aD:c:'ro ;, C r E • EE. ABLE S. FOR • • • • •••• •• •••s•• ANCHOR A. 4. G or • • SEE T•BLE 2 FCR•SPAC IaG •••Il •• • • 1/4 -14X^ 4 GRAD • SE WILL • • SC iiiik • AT 6' OC •••I•• •• •• •• •• • • • • • 1I ••. • 4 1 • •• • •••• • • • • • SIN 2.04 1.43 —I • •• • • • • • EDGE DISTANCE (ED) 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING 2 OR 3 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' 00 MIN 1. 25 SPAN 2.04 1.43 O. 33 EMBED. 2 OR 3 1/8 -4X4 OR t/8 -3X3 6063 -T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANCH G') AGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING SLAT SPAN <Inches ) • Pd= Design load In Psf t! SPAN= Slat span In inches Anchor spacing in inches on center TRACK ANCHOR SCHEDULE 2 -1/2' 2 -1/2' 3192 psi CONCRETE 2700 psi CONCRETE EMI Malg 1iIU•Ih111,.. - - 1/4' ULTRACON 1/4' ULTRACON ELM ELCO /2' LOW BLOCK 1/4' TAPCON 1/4' ULTRACON ITW ELCO NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load 11 Psf 11 SPAN= Slat span In Inches Anchor spacing In inches on center 2 -1/4' 1 3/4° 13/4° 2 -1 1' 1' GO BLOCK WOOD < SO... 55) WOOD ( SO> _. 55) MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 'TEL (205) 597 -7797 FAX: *305) 597-7795 PRODUCT: H11- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER Engineering: TEng TJ :lux% CA 8116 6971W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLICOM Date: 10/15/08 Scale: NA Design by: PPMF APR 2320 Engineer Seal Pedro Oe Rgueiredo, PE 52809 DRAFTING, PK GRIMM a MIAMI -DADE BCCD. me �j: _ 10-1 ,20 Me _" i-671ei Tris Date 3'toW,ct COitit'nl l�vaua Sheet 4 of 15 Drawing Number 09 -082 SLAT. SPAN Cinches ) 91 91 82 72 78 72 64 1 31 Pd A B C E A B C E IA B C E A IB C IE A B C IE A C E 40 12 7 12 12 12 8 12 12 1 12 8 12 12 112 1 9 12 12 12 113 10 12112 1112 1212 6 7 -- 7) 7 7 12 5 12 12 112) 6 12 12 12 6 12 12 12 7112 12 112 1 12 65 6 I 1 6 i 1 121 5 12 12 12.5 12 12 12 6112 121 12 12 12)12 12 1 '80 1 I 1 1 121 4;12;12 12 5112 12 1 12 10 12112 1001 -- 6 61 12 5 i 100 I 1 1 1 1 1 1 11 4112 12 8 12)12 2201 5) -- 4 1 1 1 1 1 1 1 1 1 1 10 -- 111112 20R 3 • • • •• • • • • • • • •• TUBE BUILT -OUT MOUNT •••• • • •••• 1INSET MOUNT) 1 EDGE I DISTANCE —I. ( ED) 0 J�aD:c:'ro ;, C r E • EE. ABLE S. FOR • • • • •••• •• •••s•• ANCHOR A. 4. G or • • SEE T•BLE 2 FCR•SPAC IaG •••Il •• • • 1/4 -14X^ 4 GRAD • SE WILL • • SC iiiik • AT 6' OC •••I•• •• •• •• •• • • • • • 1I ••. • 4 1 • •• • •••• • • • • • SIN 2.04 1.43 —I • •• • • • • • EDGE DISTANCE (ED) 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING 2 OR 3 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' 00 MIN 1. 25 SPAN 2.04 1.43 O. 33 EMBED. 2 OR 3 1/8 -4X4 OR t/8 -3X3 6063 -T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANCH G') AGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING SLAT SPAN <Inches ) • Pd= Design load In Psf t! SPAN= Slat span In inches Anchor spacing in inches on center TRACK ANCHOR SCHEDULE 2 -1/2' 2 -1/2' 3192 psi CONCRETE 2700 psi CONCRETE EMI Malg 1iIU•Ih111,.. - - 1/4' ULTRACON 1/4' ULTRACON ELM ELCO /2' LOW BLOCK 1/4' TAPCON 1/4' ULTRACON ITW ELCO NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load 11 Psf 11 SPAN= Slat span In Inches Anchor spacing In inches on center 2 -1/4' 1 3/4° 13/4° 2 -1 1' 1' GO BLOCK WOOD < SO... 55) WOOD ( SO> _. 55) MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 'TEL (205) 597 -7797 FAX: *305) 597-7795 PRODUCT: H11- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER Engineering: TEng TJ :lux% CA 8116 6971W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLICOM Date: 10/15/08 Scale: NA Design by: PPMF APR 2320 Engineer Seal Pedro Oe Rgueiredo, PE 52809 DRAFTING, PK GRIMM a MIAMI -DADE BCCD. me �j: _ 10-1 ,20 Me _" i-671ei Tris Date 3'toW,ct COitit'nl l�vaua Sheet 4 of 15 Drawing Number 09 -082 SLAT. SPAN Cinches ) 91 82 1 78 72 64 31 Pd A13 IC IE A IB IC E A B C E I A 1B IC E A IB C E A B C E 40 8 - -1 8 8 91 4) 91 9 110 4 10 101 11 4111 11 12 5 12 12 12 11 12 12 56 6 -- '61 6 7 -- 7) 7 7 -- 7 7 8 -- 8 8 I2 7 12 12 65 6 -- 1 6 i 6 6 -- 6 6 7 -- 7 7 1 12 6 12 12 '80 1 5 -- 5 5 61 -- 6 61 12 5 12112 100 I 5) -- 4 5 110 4 1101 10 220 I 4 - -1 41 4 20R 3 • • • •• • • • • • • • •• TUBE BUILT -OUT MOUNT •••• • • •••• 1INSET MOUNT) 1 EDGE I DISTANCE —I. ( ED) 0 J�aD:c:'ro ;, C r E • EE. ABLE S. FOR • • • • •••• •• •••s•• ANCHOR A. 4. G or • • SEE T•BLE 2 FCR•SPAC IaG •••Il •• • • 1/4 -14X^ 4 GRAD • SE WILL • • SC iiiik • AT 6' OC •••I•• •• •• •• •• • • • • • 1I ••. • 4 1 • •• • •••• • • • • • SIN 2.04 1.43 —I • •• • • • • • EDGE DISTANCE (ED) 1/8 -2X3 6063 -T6 ALUMINUM ANGLE ANCHOR A, B, C, or E SEE TABLE 3 FOR SPACING 2 OR 3 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' 00 MIN 1. 25 SPAN 2.04 1.43 O. 33 EMBED. 2 OR 3 1/8 -4X4 OR t/8 -3X3 6063 -T6 ALUMINUM TUBE TABLE 2 WALL MOUNT TRACK ANCH G') AGE SPACING BUILT -OUT MOUNT TRACK ANCHORAGE SPACING SLAT SPAN <Inches ) • Pd= Design load In Psf t! SPAN= Slat span In inches Anchor spacing in inches on center TRACK ANCHOR SCHEDULE 2 -1/2' 2 -1/2' 3192 psi CONCRETE 2700 psi CONCRETE EMI Malg 1iIU•Ih111,.. - - 1/4' ULTRACON 1/4' ULTRACON ELM ELCO /2' LOW BLOCK 1/4' TAPCON 1/4' ULTRACON ITW ELCO NOTE 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING TABLE 3 INSET MOUNT TRACK ANCHORAGE SPACING Pd= Design load 11 Psf 11 SPAN= Slat span In Inches Anchor spacing In inches on center 2 -1/4' 1 3/4° 13/4° 2 -1 1' 1' GO BLOCK WOOD < SO... 55) WOOD ( SO> _. 55) MANUFACTURER: STORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 'TEL (205) 597 -7797 FAX: *305) 597-7795 PRODUCT: H11- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I I ER Engineering: TEng TJ :lux% CA 8116 6971W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLICOM Date: 10/15/08 Scale: NA Design by: PPMF APR 2320 Engineer Seal Pedro Oe Rgueiredo, PE 52809 DRAFTING, PK GRIMM a MIAMI -DADE BCCD. me �j: _ 10-1 ,20 Me _" i-671ei Tris Date 3'toW,ct COitit'nl l�vaua Sheet 4 of 15 Drawing Number 09 -082 TYPE 1 DESCRIPTION MANUFACTURER iEMBEDMENTI ED I BASE MATERIAL A 1/4' TAPCON ITW 1 -3/4' 2 -1/2' 3192 psi CONCRETE 1/4' ULTRACON ELCO 1 -3/4' 2 -1/2' 2700 psi CONCRETE B 1/4' TAPCON ITW I -I /4' 2 -1/2' CONCRETE HOLLOW BLOCK 1/4' ULTRACON ELCO 1 -I /4' 2 -1/2' CONCRETE HOLLOW BLOCK C 1 1/4' ULTRACON ELCO 2 -1/4' 1 2 -1/2' GF BLOCK E 1/4' TAPCON ITW 1 3/4' 1' WOOD (SG> =.55) 1/4' ULTRACON ELCO 1 3/4' l' WOOD < SG) =.55) • • • • JLA I JE c i ncnes J 72 JLA I Jr AN t I 64 nCneS 31 Pd .A IB IC E A IB CE B IC A B C E 40 101 - - 111 12 12 4 12 12 12 9 12 12 56 71 - -1 8 9 8 -- 9 10 12 6 12 12 65 61 - -1 71 8 7 -- 8 9 112 5 12 12 72 5I - -I 6 7 6 -- 7 8 12 5 12 12 • • • • JLA I JE c i ncnes J • 72 64 31 I IA B C 10 A B IC E A IB IC 10 40 112 7 12112 12 8 12 12 I12 12 12112 56 112 5 12 12 I12 5 12 12 12 12 12112 65 12' 4 12 12 12 5 12 12 12 10 12 12 72 10 -- 11 12 12 4 12 12 112 1 9 12 12 • • . • • • ••*•• 1 --•• S•N • • • • • • •• • • • • TAIOLE 4 • ANCHOR A. B. C, or E SEE TABLE. 4 FOR SPACING EDGE DI STANCE 1/8 -2X 6063 ALUMINUM ANGLE 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SOS AT 16'OC STAGGERED •••• • • • • •••• • •MIN 1/8 -2X3 6063 -76 • • 2.l10 • • ALUMINUM •4GLE_ • 2 �R3 • • 1- \ • • 1 •• •• •• • • • • • •.i 04 • • •••• •••••• • 1. 43 /4- 14X3/4 GRADE 5 SDS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' 0C • • Agit BU!LT TRACK ANCHORAGE SPACING • Pd= Design load In Psf 1l SPAN= Slat span in inches Anchor spacing In Inches on center TRACK ANCHOR SCHEDULE TRACK ANCHORAGE OPTIONS ANGLE BUILT -OUT LIMITED TO: MAX. SLAT SPAN: 74' MAX DESIGNED PRESSURE +52, -72 PSF ALTERNATE ASSEMBLY SCREWS 1/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SDS AT 16'0C STAGGERED NOTE: 1- ED - EDGE DISTANCE 2 - EMBEDMENT IS BEYOND THE WALL DRESSING ANCHOR A, B, C, or E SEE TABLE 4A FOR SPACING 1/8 -2X3 6063 -T5 ALUMINUM ANGLE I/4 -20 HHMS WITH NUTS OR 1/4 -14 GRADE 5 SUS AT 16'OC STAGGERED 2 OR 3 SPAN 1/8 -22 6063 -T6 • ALUMINUM ANGLE MEN 2.00 2. 04 TABLE 4 A ALTERNATE ANGLE BUILT -OUT MOUNT TRACK ANCHORAGE SPACING EDGE 0[STANCE Pd= Design load In Psf II SPAN= Slat span in inches Anchor spacing in Inches an center 1/4- 14X3/4 GRADE 5 SOS OR 1/4 -20 HHMS WITH NUT SPACED AT 6' OC MANUFACTURER: S TORY WJSE 13015 NVV 4551 AVE. OPA- LOCKA, FL 33054 TEL (305) 5977707 FAX: ;ZOO; 5E7-7735 PRODUCT: Hi- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: -7 ng08 CA 8116 6971 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCOI AOL.COM APR 2 2009 Engineer Seal Pedro De Flgueiredo, PE 52609 DRAFTING: PK OINFEING & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO: . - Oq o /2l•2a Drawing Number 09 -082 Sheet 5 of 15 SLAT Span STORM BAR HEIGHT 36 48 60I 72 84 31 215 121 77 54 35 64 100 59 37 -- -- 72 80 52 33 -- -- 78 65 48 30 -- -- 82 56 46 -- 33 -- 91 40 40 -- -- -- SLAT Span STURM BAR HEIGHT 72 84 96 108 1120 31 203 147 112 86 1 70 64 98 71 54 42 34 72 1 80 63 48 37 30 78 1 65 59 44 34 -- 82 1 56 56 42 33 -- 91 1 40 40 37 -- -- SLAT Span STORM BAR HEIGHT 48 60 72 84 96 31 215 137 95 70 53 64 100 66 45 34 -- 72 801 591 41 30 -- 78 65 55 37 -- -- 82 56 52 35 -- -- 91 40 40 1 32 1 -- -- SLAT Span STORM BAR HEIGHT 36 48 60 72 84 31 189 106 68 1 47 „f, 64 1 9 1 1 5 2 1 33 -- -- 72 80 46 -- -- -- 78 65 42 -- -- -- 82 56 40 1 -- I -- -- 91 40 36 1 -- 1 -- -- SLAT Spnn STORM BAR HEIGHT I 72 84 96 108 120 31 1145 105 801 63 46 64 70 51 1 38 30 I -- 72 62 45 34 -- -- 78 157 42 32 -- -- 82 55 40 30 -- -- 91 40 35 -- -- -- SLATq ST644 BAR Hc Span ! 96 08 20 31 1 93 70. 5. 64 •E£ •45 34 t -- a 72 4'b 30 78 ' ' ! « 37 -- -- I -- 82 48 35 -- -- 1 -- 91 40 1 -- 1 -- I -- • •••• • • ••• • • • • • • • • STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) 2x2 S TER rl BAR - 2 SPANS 121 84 062 SLAT • I 1 BAR HEIGHT Span 31 189 64 72 1 480 78 65 82 91 2x3 STORM BAR - 2 SPANS 46 •40 • 40 • • • • • • • •• • •• • • • • • • •• •••• 2x4 STI](2M BAR - 2.5ai4 2x5 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 72 84 31 1178 1130 64 1 86 1 63 72 1 77 1 55 78 1 65 52 82 1 56 1 49 91 1 40 40 96 98 47 42 38 108 76 37 33 30 37 1 -- 120 62 30 2x2 SfGRM BAR - a- ;FANS 2x3 STORM BAR - 3+ SPANS 2x4 STORM BAR - 3+ SPANS 2x5 STORM BAR - 3+ SPANS CONNECTION 2 / SHEET 7 ,earanara mur:mn - rrsnrllr.•rmnn i 1. STORM BAR NOTES. I- ALL STORM BAR SHAPES TO BE 6063 -76 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES ON SHEET 3. 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. Span Spcn STORM BARS MOUNTING OPTIONS 7- OUTSIDE HEADER 1 Spcn Span ON SHEET 9 CONNECTION 5 ' ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 3 ON SHEET 8 CONNECTION 5 ON SHEET 9 CONNECTION 5 ON SHEET 9 CONNECTION 6 ON SHEET 9 Span INSIDE HEADER OUTSIDE HEADER CONNECTION 4 ON SHEET 9 CONNECTION 4 CONNECTION 1 ON SHEET 9 ON SHEET 7 DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA MANUFACTURER: S i ORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (3051 587-7797 FAX: X335') 507=7785 PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: EitgZa>r �Jrt. -. CA 8118 6871 W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO @AOL.COM Engineer Seal Pedro De Flgueiredo, PE 52609 DRAFTING. PK BURIN a MORE Date: 10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO• Drawing Number 09 -082 Sheet 6 of 15 TYPE I DESCRIPTION MANUFACTURER EMBEDMENTI ED BASE MATERIAL A 1/4' TAPCDN • TW 1 -3/4' 12 -1/2' 3192 osi CONCRETE B 1/4' TAPCDN ITW I -1/4' I 2 -1/2' CONCRETE HOLLOW BLOCK D 1/4 -20 CALK IN 1 POWERS 7/8' 3' 3000 psi CONCRETE E 1/4' TAPCDN ITW 1 -3/4' 1' WOOD CSG> =.53) 1/4' ULTRACON ELCO 1 -3/4' I' WOOD (SG)=.53) G 3/8' WEDGE BOLTS POWERS I 2 -1/2' 4' 1 3000ps+ CONCRETE • • • • • • •••• • • •• •• • • • • • • • • • • • • • • TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR 2X4 STORM BAR •••• • • •• • • • • • • • • • TYPICAL ▪ FOR • • • 275 STORM BARD NOW 1 //9el:&' 51111 1B ilf • • • • • • • • CONNECTIOIN 1 EXTERNAL STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TUBE • • • •••• • • COITNECTI 5 •••• OPTIONAL CONNECTION FOR 2X5 STORM BAR CONNECTION 5 2 PER EA CLIP LEG 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW 6 TOTAL 1/4- 14X3/4' SELF DRILLING SCREW i1ThIli7TU2 IM5/ /12i 2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS < •) 2 ANCHOR TYPE A, B, E, F PER CONNECTION J/I lllldlAl Illlllpl IIMi j CONNECTION 6 ON SHEET 9 STORM BARS ANCHOR SCHEDULE CONNECTION 5 NOTE. 1- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING 2 '. 3', A' , 5' BUILT -OUT CONNECTION 2 INTERNAL STORM BARS ANCHORAGE' TO WALL !f7I11/,wmu,0 �1" 1/8 -2X2 6063 -76 f <•; 9 ' ALUMINUM CLIP CONNECTION 1 ON SHEET 7 CONNECTION 5 ON SHEET 9 2X2, 2X3, 2X4, 2X5 INSIDE STORM BARS STORM BAR <n) 2 ANCHORS _ n - P ER CONNECr[ON CONNECTION 5 (`) CONDITION IS ONLY APPLICABLE FOR POSmVE LOAD ON INSIDE STORM BARS LOAD TRANFERED BY BEARING TO SUPPORTING STRUCTURE 1/8 -2x2 6063 -T6 ALUMINUM ANGLE MANUFACTURER STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (305) 597 -7797 FAX: (30.55 E.:77 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I ItR Engineering: '.Exta cazir CA 8116 6971 W. Sunrise Blvd 104 Plantation, F1. 33313 ENG00@AOL.COM Engineer Sad Pedro Oe Flgue5edu, PE 52608 DRAFTING P� DRAFTING & MORE Date: 10/15/08 Sraie: NA Design by: PPMF MIAM1 -DADS BCCO: Cwvrat Drawing Number 09 -082 Sheet 7 of 15 MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF) TYPE 'A' ANCHORS TYPE 'D' ANCHURS STORM BAR HEIGHT ISLAT STORM BAR HEIGHT 36 48 60 72 841Span 36 48 60 1 72 84 1051 791 63 52 45 31 I 961 721 57 48 41 51 381 30 1 -- -- 64 46 34 -- -- -- 45 34 -- -- -- 72 41 31 -- -- -- 42 31 -- -- -- 78 38 -- -- -- -- 39 371 33 301 78 1 45 39 34 30 -- 82 47 1 41 35 1 31 - -a 82 43 37 32 -- __ BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 721 84 961108 11201 72 84 96 108 120 2 X 5 31 I26 1108 1 95! 84 76 31 1 115 98 86 76 69 64 61 1 52i 461 40 36 64 I 55 47 41 37 33 72 541 46 401 36 32 72 1 49 42 37 33 -- 78 501 43 371 33 301 78 1 45 39 34 30 -- 82 47 1 41 35 1 31 - -a 82 43 37 32 -- __ 401 37 321 -- -- 91 39 33 91 1 • • •••• • • • • • • • • • • • MANUFACTURER: STORIMVV18E 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 507 -7797 F.AX:1205) 657-7705 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: Frc3 (art nr. CA 8116 6071W. Sunrise Blvd. 104 Plantation, Fl. 33313 ENGCO@AOLCOM 3 2609 Engineer Seal Pedro De Figuelredo, PE 52609 DRAFTING, P:3 DRIFTING MOE Date :10 /15108 Scale: NA Design by: PPMF MIAMI -DADE BCCO, 1 }W12D • atr 5.nk• Drawing Number 09 -082 Sheet 8 of 15 i�1nllmt. a85(1t( i!i ( !volute pttak A CONNECTION 5 • CIL •••• ONNECTION 5 CONNEC= rll •••• • •• •-- a�cy� -I • • • • 11 - - 11, 151 11071/ x191 1lrtnunns nunocaZi T TYPICAL 'A' OR 'D° ANCHORS TYPICAL °A' OR 'D° ANCHORS 31 64 72 78 82 SLAT Soan CONNECTION 3 STORM BARS ANCHORAGE FLOOR/CEILING MOUNTED TO CONCRETE BAR 2 X 3 SLAT Span 31 64 72 78 82 91 STORM BAR HEIGHT 48 60 72 84 96 106 84 51 45 42 40 36 41 36 33 32 70 60 34 30 53 - - 1 -- t SLAT Span 31 64 72 78 -- -! 82 1 43 1 - 91 1 39 STORM BAR HEIGHT 48 60 115 I 92 55 44 49 45 39 36 34 31 72 84196 37 31 76 1 65 57 33 1 -- 30 1 -- -- BAR 2 X SLAT Span 31 118 64 1 57 72 78 82 91 STORM BAR HEIGHT 72 84 96 108 1120 51 47 44 40 101 89 49 43 40 38 43 38 35 33 34 30 79 38 34 301 31 711 34 SLAT Span 31 108 1 92 1 81 1 72 64 72 78 82 91 STORM BAR HEIGHT 72 1 84 1 96 108 52 46 42 40 36 44 139 34 39 1 34 31 36 1 32 35 1 30 311 -- 120 64 31 TYPE °G' ANCHURS APPLICABLE FOR ALL CASES DESIGNED NOT TO EXCEED MAXIMUM STORM SAR :'E2 I GN D LOAD ON SHEET S si(FI1U/ 117 �1�1101110" i7111111lf01, 0 0 1-- 2. oo 2. 00� I--2. 00-1 TYPICAL °G° ANCHORS 2X2 STORM BARS CONNECTION 5 2X3 STORM BARS TYPICAL 'C' ANCHORS CONNECTION 5 2X4 STORM BARS CONNECTION 5 TYPICAL 'G' ANCHORS CONNECTION 5 2X5 STORM BARS TYPICAL 'G' ANCHORS STORM BARS ANCHOR TYPE A B E I G 2x2 2 15 2 1 2x3 3 7 3 12 I 2x4 3 7 3 i 2 I 2x5 3 9 3 2 ANCHOR TYPE A B E G 3.0 3. 3.0 3.0 2.5 2.5 1.0 3.0 00 'b • Lu NtL • 1...--2.00---1 r. Qllmm liji @ L C:5) - 1 Hog •t 1 os •t 0 11 ImmlL •l ■ 651 rl n . wt oo •1 I 9a_ l OPE. 65556V 1. 00 �-- 00 'b • Lu NtL • 1...--2.00---1 00 t 411BMUS: *NM 'WNW! 5lmmll @ L C:5) - 1 Hog •t 1 os •t • • • • Lu NtL • 1...--2.00---1 00 t If I %60W • WI!WI • • • •• • • • 0 11 ImmlL •l ■ • • • • • • • • • • • (6) 1/4' -14X1 GRADE 5 SELF DRILLING SCREWS GRADE 5 SELF DRILLING SCREWS 52.00 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU I 1 ER Engineering: TEng (au 3ffr. CA 8116 5571 W. Sunrise Blvd. 104 Plantation, FI. 33313 ENGCOa{ AOL.COM APR 2 3 20D9 Engineer Seal Pedro De Flgueiredo, PE 52609 DRAFTING PX DRAFTING & MOSE Date: 10/15/08 Scale: NA Design by: PPMF • MIAMI -DADE BCCD. -.. 3WED • s"n 4.o F1/4n..re • p y _ Rh/. za D - 7_0' Drawing Number 09 -082 Sheet 9 of 15 N • • • • 2X3 GTORti *ARS • ACCEPTABLE FOR ALL CASES MUST RUT EXCEED JPARMIOAIR DESIGNED LOAD • • •• • • • • • ••yC6 • ) 1 /4'f14Xj • GRADE 5 •E1 • • •••! 3RILLING •..REw• • tut M& VINO!! :ivauri'i • 52. 00---I 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 4 STORM BARS ANCHORAGE FLOOR/CEILING TO BUILT -OUT TUBE OR HEADER 2X2 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 5 (6) 1/4' -14X1 GRADE 5 SELF? i CONNECTION 5 DRILLING SCREWS / {- 2.00 ---r 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 6 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL S ED S - ANCHOR SPACING ED - EDGE DISTNCE 4111M:1hw I16111IINNF QUANTITY OF ANCHORS FROM TABLE ARE TO BE EQUALLY DIVIDED FROM CENTER LINE OF STORM BAR CONNECTION 5 CLIP ANCHORED TO STORM BAR 2' CONNECTION 6 BUILT -OUT WALL ANCHORAGE 1'. CONNECTION 5 2 ', 3', 4', 5' B - OUT CONNECTION 6 I/8-2X2 6063 -T6 ALUMINUM ANGLE CUT TO MATCH STORM BAR 2 PER CLIP LEG 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS CONNECTION 4 CONNECTION 1 STORM BAR BUILT -OUT STORM BAR MANUFACTURER S TORMW1SE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL 1305) ca _-"TT FAX: (305) 597 - 7795 SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 36 48 60 72 84 96 36 48 60 72 84 96 60 209 156 125 104 89 78 84 136 102 81 68 58 51 72 11451108 87 72 62 54 96 104 78 62 52 44 39 84 11061 80 64 53 145 40 108 82 61 49 41 35 30 96 1 81 61 49 40 1'35 30 120 66 50 40 33 1 -- -- 108 64 48 38 32 -- -- 144 41 31 -- -- -- -- 120 52 39 31 -- -- -- 156 30 -- -- -- -- -- SLAT iidei BAR Fi IGF i SLAT STORM BAR HEIGHT TT 48 0 721 8S 6* 108 TT 48 601 72 841 96 108 imovSt'l158 11 6 11 105 84 155 124 103 88 77 69 72 165 182 110 94 8i 73 96 119 95 79 68 59 52 84 1 1 97 81 69 61 54 108 941 75 62 53 47 41 96 •3 74 62 4. 41 120 761 60 50 43 38 33 108• 78 58 49 8+ 1 8 3G 32 144 52 42 35 30 36 -- MA 9 39 4- -- 156 45 36 30 -- -- -- SL4 TT •Itt ,;,t+SR44 BAR !9E91E9 49 SLAT TT STORM BAR HEIGHT 72 844 9611108 1 1/4' TAPCON 120 60 72 84 96 108 120 72 • 154 1 1/4' 13215 HOLLOW BLOCK 1 92 96 128 1061 91 80 71 64 84.113543 97 84 PT WOOD (SG >5. 55) 67 108 105 87 75 65 58 52 96 ¶1.17 86 74 65 57 52 120 85 70 60 53 47 42 108 1 82 68 58 51 45 41 144 59 49 42 36 32 -- 120 1 66 55 47 41 36 33 156 50 41 35 31 -- -- 144 1 46 38 33 -- -- -- 180 36 30 -- -- -- -- TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A 1 1/4' TAPCON ITV 1 3/4' 2 1/2' 3192 P51 CONCRETE B 11/4 TAPCON ITV 1 1/4' 2 1/2' HOLLOW BLOCK C 1 1/4' ULTRACON ELM 2 -1/ 2 -1/2' GE BLOCK E 11/4' TAPCON ITV 1 3/4' 1' PT WOOD (SG >5. 55) G 1 3/8' WEDGE BOLTS POWERS 2 1/2' 3' 3000 p51 CONCRETE ANCHOR TYPE A i B C 0 1 0 1 2 1 5 2 2 1 ' 3. 0 3. 0 4. 0 1 3. 0 --- 2.5 2.5 2.5 1. 3. SLAT TT STORM BAR HEIGHT SLAT TT STORM BAR HEIGHT 60 72 84 96 108 120 60 72 84 96 108 120 72 170 166 143 125 111 100 96 128 106 91 80 71 64 84 150 143 122 1071 95 85 108 113 94 81 71 63 56! 96 11381115 98 861 76 69 120 1021 85 73 641 56 51 1108 11091 90 771 68 60 54 144 1 78 65 56 491 43 39 120 1 88 1 73 63 55 49 44 156 1 66 55 47 41! 371 331 144 1 61 51 43 38 34 301 180 50 41 35 31 -- - -1 • •••• • • • • • • • • • • • • • • MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FORV FADER - 2 SPANS HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) • • • •••• • • • • • • MAXIMUM DESIGN PRESSaFt FOR 295 HEADER -02#46118N8 MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 3+ SPANS MAXIMMUM DESIGN PRESSURE FOR 2X4 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER - 3+ SPANS MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 3+ SPANS CONNECTION 7 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL AT HEACER CONNECTION S ED n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE HEADER ANCHORAGE HEADER ANCHO SCHEDUL ED - EDGE DISTANCE SAME ASJ CONNECTION 5 3+ SPAN HEADER Span Span Span TT HEADER MOUNT 2 SPAN HEADER Span Span TT (3 PER CLIP LEG) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8' 2X ALUM. TUBE BUILT -OUT OR 1/8' 2X MULLION AS PER SHEETS 10 THROUGH 14 INSIDE HEADER HEADER 1/4 -2X2 6063 -T6 ALUM. CLIP (2 PER CLIP) 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3 PER END) 1/' -14x2' GRADE 5 SELF DRILLING SCREWS HEADER ANCHORAGE ACCESS HOLE W/ PLUG TT — TRACK TO TRACK SH — SHUTTER HEIGHT SBH — STORM BAR HEIGHT MANUFACTURER: STORIMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL: (3C2) 567-7797 FAX: 33 Ea7 -1765 PRODUCT: NI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: n g ea t tr CA 8118 8971 W. Sunrise Sivd. 104 Plantation, Fi. 33313 ENGCO@AOL.COM APR 213'21109 Engineer Seal Pedro 0a Figuelredo, PE 52809 DRAFTING PPS ORS= & MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI-DADE BCCO: a t- 0/2-124 444. 1 Drawing Number 09-082 Sheet 10 of 15 SLAT MULLION HEIGHT 72 84 96 108 120 132 ' 144 SPAN 31 220 199 134 94 68 51 1 40 64 -- 97 65 45 33 -- -- 72 _100 1 80 80 57 40 -- 1 -- -- 78 1 65 65 53 37 -- 1 -- - 82 I 56 56i 50 35 1 -- 1 -- -- 91 40 40 40 32 - — _ — SLAT. •••. MULL ION HE IGHT 60 72 7B 484 .36 108 120 SPAN 31 6 220 156 12S i t 46 34 6'6 • 6OP 76 59 • !8 X 32 -- -- 73 • 80. 67 SS 4Q 1 -- -- -- 7 6•J 62 j 41S'1 -- -- 82 .. 561 56 46 j ,Oi i} -- -- -- 9 l s 0 { 40 40 T 3 J l .- - -- -- $L.AT MULLION HEIGHT 48 1 60 64 68 72 76 84 SPAN 31 197 101 831 69 58 50 37 64 95 49 40 34 -- -- -- 72 a0 431 36 30 -- -- -- 78 65 401 33 100 79 58 43 82 56 381 31 -- -- -- -- 91 40 341 -- -- --, -- -- SLAT SPAN MULL HEIGHT SLAT SPAN MULLION HEIGHT 84 96 108 120 132 144 1156 108 120 1321144 156 1168 1180 31 220 220 164 119 90 69 54 31 220 190 1431110 86 69 56 64 100 100 79 58 43 1 33 -- 64 100 92 69 53 42 34 -- 72 80 80 7 0 1 51 39 1 30 -- 72 80 80 61 4 7 1 37 30 1 -- 78 6 5 1 65 65 47 36 -- -- 78 1 6 5 1 65 57 44 34 -- -- 82 1 5 6 56 56 45 34 -- -- 82 56 56 54 421 33 -- -- 91 1 40 40 40 40 31 1 -- -- 9 1 40 4 0 1 4 0 1 3 7 1 -- -- -- • •••• • •••• • • • •••• ••• • • ••• • •••• • • • • •• •• • • • • • LOADS ARE LIMITED BY THE SLAT SPAN TABLE EIN SHEET 3 ••• • • • • 2x;i Itt L tON • •••• • • • • • • • • • • • •• • • • • • -•• • • • • •• • • • • 2 LOA LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 • 2x6 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psi') CASE 1 : SINGLE SP AN 31U7"E.'t.°.. WITH HEADER ANCHORED TO WALL • 0211 MIALIDN 2x4" MULLION IN106 !(ATE 6111105 2 02 3 SEE CONNECTION 10 /(-AN //-AND CONNECTION 11 D SHEET 14 HEADER ON MULTIPLE SPAN SHUTTERS HEADER ANCHORAGE SEE SHEET 10 MULLION HOUSING SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 SINGLE SPAN SHUTTERS MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 SHAPES+ 1/8 -2X2 6063 -T6 1/8 -2X3 6063 -76 1/8 -2X4 6063 -T6 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -76 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 \N s- HOUSING 1/4 -14 GRADE 5 SDS AT 6'0C I/8 -121 6063 -76 ALUMINUM ANGLE 2023 l/4- 14X3/4 GRADE 5 SDS SPACED AT 6' 0C MANUFACTURER: STORMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL 12051597 -7797 F V:: (305) 597 -7795 PRODUCT: HI- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 1 tR Engineering: -E Q xr nx CA 8116 6971 W. Sunrise Blvd. 104 Plantation, 71.33313 ENGCO @AOL.COM Engineer Seal Pedro De Figueiredo, PE 52809 DRAFTING PLC DRAFTING & MORE Date: 10 /15/08 Scale: NA Design by: PPMF MIAMI -DADE BCCO: Dp-v/2 .2a 1 Drawing Number 09-082 Sheet 11 of 15 SLAT MULLION HEIGHT SPAN 48 601 721 84 96 108 120 31 165 1321110 94 83 73 66 64 80 641 53 46 1 40 36 1 32 72 71 57i 471 41 i 36 1 32 1 78 1 65: 53 44 38 1 33 1 36 82 1 56 50 42 36 1 31 32 91 40 40 38 32 SLAT MULLION HEIGHT SPAN 48 601 72 84 1 96 1 108 120 31 165 1321110 94 83 1 69 54 64 80 641 53 46 40 34 72• 72 71 571 47 Al 136 30 1 78 651 531 44 38 33 32 •AA 31 82 561 50 42 36 31 401 40 1 4 1 91 401 40 38 32 91 i SLAT SPAM) Ml•t•;r►"•YIEIGHT •4g 60 48 54 96 108 72 1 31 1• 1181 48 35 6 :0 57 1 70 57 481 37 72• 71• 57� 621 51 82 0 65 0 `b ® 410 50 3: 32 •AA 31 91 4 401 40 1 4 1 1 i SLAT MULLION HEIGHT 36 42 48 54 60 66 72 SPAN 31 144 1181 99 77 59 47 37 64 1 70 57 481 37 72 1 621 51 . 431 33 78 571 47 39 31 82 54 45 38 91 i 49 40 34 • •••• • •••• • • • •• ••• • • • ••t• • •••• 4 • • • • • PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: EngQ t CA 8118 6971 W. Sunrise Blvd. 104 P!antatlon, FL 33313 ENGCO al,•�A0L.COM Engineer Seal Pedro De Figueiredo, PE 52509 DRAFTING. PK DRAFTING & RODE Date: 10115708 Scale: NA Design by PPMF MIAMI -DADE BCCO �� - 012/. Zo fargrod Drawing Number 09 -'082 Sheet 12 of 15 • • • • • • • 2x2 MULLION LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 •••• • • • •• • •• • • • • • • • • • 2'Mtst„1. • • • • • • • • • • •• • • • • • • 2x5 MULLION • •• • • • • • SLAT SPAN 72 78 48 31 1 165 64 i 80 82 1 56 91 1 40 MULLION HEIGHT 60 132 72 110 64153 71 57 47 65 53 44 50 42 40 38 84 96 94 46 41 38 83 40 36 36 1 31 32 108 1 120 73 I 66 36 32 33 1 32 END MULLION 2x4 MULLION • •••1_11124 ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x6 MULLION 1 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) CASE 2: MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO MULLION INTERMEDIATE MULLION 2 OR 3 SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 MULLION HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 /I SEE CONNECTION 10 AND CONNECTION 11 ON SHEET 14 MULLION SEE CONNECTION 8 AND CONNECTION 9 ON SHEET 13 SHAPES: I/8 -2X2 6063 -T6 1/8 -223 6063 -T6 1/8 -2X4 6063 -76 1/8 -2X5 6063 -T6 1/8 -2X6 6063 -T6 HEADER ON MULTIPLE SPAN SHUTTERS 1/4 -14 GRADE 5 SOS AT 6'OC 2093 L 1/4- 14X3/4 GRADE 5 SDS SPACED AT 6' OC HOUSING 1/8 -121 6063 -76 ALUMINUM ANGLE MANUFACTURER: S T OIRMWISE 13015 NW 45th AVE. OPA- LOCKA, FL 33054 TEL (3C5 )597 -7797 FA)t: ?C5; TYPE 1 DESCRIPTION 1 MANUFACTURER 1 EMBEDMENT ED BASE MATERIAL C1 1 5/16' TAPCON 1 ITV 1 2 1/4' 3 1 /8' 2899 psi CONCRETE 6 ! 3/8' SEDGE BOLTS POSERS 2 1/2' 4' 3000 psi CONCRETE NOTES. I- ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE WALL DRESSING • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • • • •••• • • • • • • • • PRODUCT: H!- ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 9F' (tr Z3 .JTIr. CA 8116 8971 W. Sunrise 85,4. 104 Plantation, FI. 33313 ENGCO AO(..COM APR i2 3 2MJ9 Engineer Seal Pedro De Pigueired°, P£ 52609 DRAFTING, ROOMING a MORE Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DA DE BCCO 1:1 Drawing Number 09 -082 Sheet 13 of 15 • • • • • • • 2X2, 2X3, 2X4 2X5, 2X6 MULL „!ai .n. A MI Aill MU CONNE44 4N•9 • • • •••• • • • • • 111?N:T I ON 9 • •• • • • • • • • ••Q• PER CONNECTION) ANCHOR TYPE C1 CONNECTION 9 CLIP ANCHORED TO MULLION BAR CUT TO FIT INSIDE MULLION (2 PEA CONNECTION) ANCHOR TYPE G AND CI (2 PER CONNECTION) ANCHOR TYPE (2X2) G AND C1 (2X3) G ONLY 1/8 -27 6063 -T6 ALUMINUM ANGLE CUT TO FIT INSIDE MULLION CONNECTION 8 MULLION BARS ANCHORAGE FLOOR /CEILING MOUNTED TO CONCRETE I/8 -2X4 6063 -76 ALUMINUM CLIP CONNECTION 9 1/4- 14X3/4' GRADE 5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 • CONNECT ION 9 2X2 MULL 2X3 MULL 1/8 -2X2 6063 -76 ALUMINUM CLIP CONNECTION 8 AP°L ICABLE ONLY FOR ANCHORS 0 AND C1 ANCHOR SCHEDULE CONNECTION 9 (8 PER CONNECTION) ANCHOR TYPE CI (4 PER CONNECTION ANCHOR TYPE G 1/8 - 2X4 6063 -T6 ALUMINUM CLIP I/8 -2X2 6063 -T6 ALUMINUM CLIP 2X4, 2X5, 2X6 MULL 2.25 MANUFACTURER: STORIMWJSE 13015 NW 45th AVE. OPA— OCKA. FL 33054 . .105 7_7:87 FAX: (305)597 -7795 T.YPE 1 DESCRIPTION MANUFACTURER EMBEDMENTI ED BASE MATERIAL A (1/4' TAPCON ITW 1 3/4' 2 1/2' 3192 psi CONCRETE B 11/4' TAPCON 1 ITW 1 1/4' 2 1/2' HOLLOW BLOCK C1 15/16' TAPCON 1 714 1 2 1/4' 3 1/8' 1 2899 osl CONCRETE C2 1 5/16' TAPCON 1714 I 2 1/4' 4 3 GF BLOCK E 1 1/4' TAPCON I W 1 3/4' 1' PT W000 (SG) =. 55) G I3/8' WEDGE BOLTS POWERS 2 1/2' 4 ' 1 3000 psi CONCRETE MULLION TYPE TYPE OF ANCHORS A 8 C1 /C2 /G E 2x2 11.2 11.4 11.1 1 11. 2 2x3 111.2 I1.5 I1.2 111.2 2x4 111.2 11.5 11.2 11.2 2x5 1 1 1. 3 - - -- 11. 2 11. 3 2X6 11.3 - - -- 11.2 11.3 MULLION TYPE TYPE OF ANCHORS A B C1 /C2 /G E 2x2 11.7 11.9 11.6 11.7 2x3 11. 10 11. 7 11. 7 • • 1l • 7 2x4 • 1 11. 10 11. 7 11. 7 2x5 •014.08 --• 164,7 11.8 L 2X6 I1. 8 ---- 0 11. 7 11. 8 • • • • • ••.•• • . ••••• • • •••. •• • • •• •.•• • • • CONNECTION 11 MULLION BARS ANCHORED TO WALL CONNECTION 11 SELECTION DUAL MULLIONS CONNECTION 11 SELECTION • ANCHOR TYOE • • S 3.0 2. 0 E1 1 e. 5.1.0 3. • 4. 0 •. 00. 4. 0 •A /B 5 L►"AV t• G SINGLE MULLION ONE ANCHOR - ANZHUR SPAC MR • • • • ED •EDGE DI STANCE.... • • • • • • •• CONNEC1 4 W!1. 10 • DUAL Npi,i,y 12 ANCHORS • • • I/8 -2X5 6063 -T6 • • • 1�dLLS N • •••11 ANGLE CLIP - •• �o • • niW •••• 1r ANCHOR SCHEDULE • - --MULL tME2 SINGLE MULLION TWO ANCHORS CONNECTION 11.6 DUAL MULLIONS TWO ANCHORS CONNECTION 11.9 DUAL MULLIONS EIGHT ANCHORS ULL CONNECTION 1 SINGLE MULLION THREE ANCHORS 1/8 -2X5 6063 -76 ALUMINUM ANGLE CLIP CONNECTION 11.4 SINGLE MULLION FOUR ANCHORS CONNECTION 11. 7 DUAL MULLIONS FOUR ANCHORS CONNECTION 10 CLIP ANCHORED TO MULLION BAR ernnnmaunrana;ONU. 4115ffi15111111558i11 I r MULLION CONNECTION 11 SHEET 14 2 ', 3' 4', 5', 6' CONNECTION 1 L 5 SINGLE MULLION SIX ANCHORS CONNECTION 11.8 DUAL MULLIONS SIX ANCHORS 2X2, 2X3, 2X4, 2X5 OR 2X6 MULLIONS (3) 1/4 -14X1 GRADE 5 SELF DRILLING SCREWS 1/8 -2X2 OR 1/8 -2X5 6063 -76 ALUMINUM ANGLE CLIP MANUFACTURER: STORMWISE 13015 AM/ 45th AVE. OPA- LOCKA, FL 33054 TEL (305) 597 -7 PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHU 1 I ER Engineering: E Tt g d3 CA 8118 8971 W. Sunrise Blvd. 104 Plantatf)n, FI. 33313 'ENGCO@AOLGOM APR 2 3 20 Engineer Seth Pedro Oe Fgueiredo, PE 52609 DRAFT ING P DRAFTING $ MORE Date: 10(15/08 Scale: NA Daslgn by: PPMI MIAMI -DADE BCCO. 6/2/. 5a Drawing Number 09 -082 Sheet 14 of 15 MULLION BARS ANCHOR TYPE A /EI B C1 /C G 2x2 3 1 7 2 2 2x3 4 112 3 2 2x4 5 1121 3 3 2x5 5 1 - 1 3 3 2x6 5 1 - 4 3 S 3 3 3. 75 4 • ••• • ••• • • • ••• •• • •• • ••• • ••• • • • ••• • • •• •• •• • •• t •• ••• • • • • • • CONNECTION 12 MULLION BARS ANCHORAGE FLOORICEILUNG -G UIL' -G'UF TLI E MULLION CONNECTION 9 SHEET 13 IN' • '.m • •O • dm• • •••• CONNECTION 12 • • _(4) ,t /4' -14X1 • •••• i�RADO5 SELF •• • WOILLI� SCREWS • • •• •• •• '•• • • • • •• • • •••••• •••• :SEE CEJNTIIiN 12 • • AND CONNB(*00N 13 ON SHE4V4l•5.• •• • • HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 12 AND CONNECTION 13 ON SHEET 15 CONNECTION 9 SHEET 13 0 N CONNECTION 12 (6) 1/4' -14X1 GRADE 5 SELF DRILLIiNG SCREWS MINIMUM NUMBER OF ANCHORS PER BUILT -OUT BUILT -OUT 1 CONNECTION 13 ANCHOR SCHEDULE LEFT MULLION LEFT MULLION UANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION A— CONNECTION 13 BUILT -OUT WALL ANCHORAGE SUFFOR T LING MULLIONS 111 W,,msx:h1l118 2', 3', 4', 5', 6' 2', 3', 4', 5' 6' BUILr -OUT TYPE DESCRIPTION A 1/4' TAPCON B 1/4' TAPCON Cl 5/16' TAPCON E 1/4' TAPCON G 3/8' 8EDGE BOLTS MANUFACTURER EMBEDMENT ITW 1 3/4' ITW 1 1/4' ITV 2 1 /A' C2 i 5/16' TAPCON I ITW 2 1/4' I TV 1 3/4' POWERS 2 1/2' ES 1 BASE MATERIAL 2 1/2' 3192 osi CONCRETE 2 1/2' HOLLOW BLOCK 3 1/8' 2899 psi CONCRETE 4' GE BLOCK 1' 1 PT WOOD < SG> =. 55) 4' 3000 'BSI CONCRETE NOTES 1- ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BEYOND THE WALL DRESSING RIGHT MULLION ---S I 1, 2. 3 7R 4 ANCHORS PER SIDE 4' S RIGHT MULLION: QUANTITY OF ANCHORS FROM TABLE ARE TO BE SPACED FROM CENTER —LINE OF MULLION B S 1. 2, 3 OR 4 ANCHORS PER SIDE CONNECTION 9 SHEET 13 CONNECTION 12 SHEET 15 F BUILT-OUT MANUFACTURER: STORNIWIS 13015 NW 48th AVE. OPA- LOCKA, FL 33054 TEL: M5)597-7797 FAX: ;305 5 PRODUCT: HI-ROLLER 50 EXTRUDED ALUMINUM ROLL -UP SHUTTER Engineering: 06 811e 6971 W. Sunrise Blvd. 104 Plantatlon, FI. 33313 ENGCO@AOLCOM Engineer Seel Pedro De Hguelreda, PE 52609 DRAFTING PK DRAFTING & NEM Date: 10/15/08 Scale: NA Design by: PPMF MIAMI -DADE BC00 • Dot _ool. Lo Drawing Number 09 -082 Sheet 15 of 15 Miami Shores Village f LDG nE?7 gfrAPIZA ►III • eC6 q 0NS ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • •• • ••• • • • • • • ••• • • • • ••• • • • • •• • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• • • • •• •• • • • ••• r Scheduled Inspection Date: July 21, 2010 Inspector: Bruhn, Norman Owner: HUNDERVADT, ROBIN Job Address: 9100 N BAYSHORE Drive Miami Shores, FL 33138- Project: <NONE> Contractor: STORMWISE SOUTH FLORIDA INC Building Department Comments July 20, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 146790 Permit Number: WS -6 -10 -1155 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Phone Number (305)751 -7624 Parcel Number 1132050010560 Phone: (305)597 -7797 INSTALLATION OF HURRICANE PROTECTION. 3 ROLL UP, 1 ALUMINUM PANEL, 14 ACCORDION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 5 of 17